HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 7 LOT 8 A LEGAL.pdfa t
ilL E COP
TOWN OFVAIL
Department of Communiry Development
75 South Fronnge Road
Vail, Colorado 81657
970-479-2138
MX 970-479-2452
Scptcrnbcr 16, 1997
Larry Eskwith
Bailcy, l{alring & Pctcrson
Vail National Bank Building
108 South Frontagc Roacl Wcst, Suitc 307
Vail, Colorado 816-57
Rc; Cappy EHU Proposal
Dcar Larry,
Thank you lbr your lettcr of August 2 l , 1997. proposing a solution to thc cmploycc housing unit
violation at thc Cappy llcsitlcncc at 166 Forcst ll.oad/Lot 8, Block 7, Vail Villagc First Filing.
As you rcqucstcd, I rcvicwcd and discusscd your propo$al to allow your clicnt to dccd-rcstrict
crnployce housing oft'-sitc in cxchangc for thc Town's rclcasc of thc EHU dccd-rcstriction
rcquironent on l-ot 8 with thc stafl'. As a rcsult of our discussion, the staff bclicvcs that whilc
thcrc may bc somc rnclit to our proposal, it would bc bcst if thc illcgal construction that occurrcd
at your clicnt's rcsidcncc bc rcmovcd and thc cmploycc unit rcnted pcr the rccordcd dcctl
rcstriction.
As you are awalc. this issuc has bccn ongoing fbr months. Whcn you rcccivc tlris lcttcr, pleasc
contact mc so wc may discuss issuing thc building pcrmit to rcmove thc acccss door installcd
illegally and rcsolvc this violdion.
lf you or your client havc any questions or conccrns, plcasc do not hesitatc to call. You can rcach
rnc by tclcphonc at 479-2145.
Sinccrely.'
fL+?et-t
George Ruthcr. AICP
Town Planner
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Tho Typ€ t EHt, sha rEt b. dl'r,ld€d |nb ary ?om o{ ttmafiaree, lmarvat owrEfrhlp, o,. Itadional leo ownorslrip as lhGo lorna Nr€ dst|nd In tho Muldpsl Code o, hr To*n of
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TYPE I EMPLOTEE HOTJSINO tJNIr
RESTRICTIVE COVENI|NT
vvtlER EAS,ls fiE owns of cori n
('flg PropefiO; end
\ftIERF-AE, fio Oflnr wtsh8r tO daDa c€rteif €6fbfo|E on tr|g u6e qt a untt or aFsrEn€nt loclfed
oo the Ptoperty ror fie Oon€fit st h€ Onner arit 6. Torn ol Vail, Cotorob filto To$,nJ.
Notlr, TI|€REFOBE. fia Ofn€, froa6 heroby trpors, B'tsuirtr. rcrnowraqs, dootar€ lbt dr.bondl ot all pssorE yrho mef h€rwralter ptjrfiAse, 0r 16655, 61, hod th6 suqed land the folts,rirp ' rsrFicliong, covefiants. arE col'tjlUo/lr, all of vrttl$ t' afi bo desmod b ftn tri$ ihe tur, and In|,rr to h€
Denc{it Ead bs borEing llan ts Omar, h, rssp€cfv€ grarnee', carao*orri"rd
"'{rig||!.J
1 . Ths Eriddyee Hourirq Unil, contaJnfq 3b0
Hsquur
le€L is:hsroby ,€$trbt4d a6 a T,oe
I EnprsyE€ Houring r.rnit (EHt4 whrch mu't c'rflpry q'rrh alr thr o,ovlsro* of se{dofiF
1g.S-t.020, 1&57.090, E ld 1g.F7.o.JO o, trtc val Muntdpei Cbde as amanded.
2. The Type t Enploye. Xo*i'a Unit"ha! bo leasod b tonanh ?ho arE iJl-tirns emdoyees
rrrho work h E€ote County. An Ettt 8ha,l not bs l€es6d tof a poriod less than htrv
corB€cliiv6 days. ftt fta p{trpocas of tti6 s€c[sn, a fulFunF€nrploy€o b on6 who rro(ko
8n avorag€ ot thlrv horrrs otdl tvoek.
,
3. A Typ€ t FHU r,'!, b€ sold, !"anrfsrod, of convsled u"grysfi*V fro.n any .tnglo,amlV or
btlo hrnly dwoltim onv il it maets fie blloilhg condldone: :
. al n must be us€d by t\o OFEi ot ho Typ€ I EHU !E a p€rmancnt rsirence. Fol
th€ urposE o{ ttts pahgr'ptr, e p€rmenml rrsio*'o 6|,"[ mean rh, home or
da'o in *htch one'6 haDtbtbn lr nr€d ar*l to wfii:i one, xhmarer he ot sltc lt . eIsf,t ha3 r pra3odt Inlendon of r€o/mhq aie, a d€prrttjr5 or a.b6€noe thrrrrrom
r€giambdr ol $. durEion of rhs€nca. tn derernrinirrg wttat lo a ponrl. Ed r€sberr, t\€ To?rn stltf dharl hj(s thB,olbwirE o;m.rnsanes rehtlno b b€
orrEr of lha rEsldenco itto o4counE Uslrese pislits, ernCoym€nl Incorna
sourcs. ra3idencs ba irsm6 or oMg !u purpos€$, !06. marltal sbiro, ,Eldonca
ol parsots, spouse Uld d ftBo it any. localon ot plional ,rd rEal plop€r?. erd
nFtor vohtds r{lnr{b
bl tf a Tlpe I EHu is gold, t€nSecrud, or con\rslFsd csrrah{y fom lhB othe? unit in
a nrc.Famfy d+sfltng R b I psn d, fiflr bofi th6 Typo I EHU and tho untt to
tvhtch it i! dlchad Ehall bo BubJoq to al thg prc,iabnB sat fud| In SecUon .t8,57.@0.
5.
7.
6
8.
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10.
1',l
Or
No later than February 1 ol each year, the owner ot sach emptoyee housing unit within the
Town which is constructed lollowing the ellective dale ot this chapter shall submit two copies
ol a repo( on a lorm to be obtained lrom the Community Development Department, to the
Community Development Department of the Town ot Vail and Chairman ol the Town of Vail
H0using Authority setting forth evidence establishing that the employee housing unit has beon
ronted throughout the year, the rental rate, the employee, and that each tenant who resided
within lhe employee housing unit is a lull.time employee in Eagle Gounry.
The owner ol each EHU shall rent the unit at a monthly rental rate consistent witl) or lower
than those rnarket rates prevalent lor similar properties in the Town ol Vail.
The Town of Vail Housing Authority will determine the market rate based on the study ol other
units ol comparable size, location, quality and amenities throughout the Town. The market
rate shall be based on an average ol a minimum ol five rental rates ol comparable units. ll
the unit is not rented and is not available at the market rate lt shall be determined to be in
noncompliance. In addition to any other penalties and restrictions provided herein, a unit
lound to be in noncompliance shall be subject to publication as determined by the Housing
Au0l0rity.
Fifty percent ol the parking required lor the Type I EHU shall be enclosed. lf a garage is to be
shared by both the primary r€sidence and the Employee Housing unit, access to the garage
lr0m the Employee Housing Unit shall be guaranteed by the owner of the primary residsnce.
Thirty days prior to the transler ol a dead lor a Type I EHU, the prospective purchaser shall
submit an application to the Community Developmenl Department documenting that the
prospective purchaser meets the criteria set forth above and shall include an aflidavit
aflirming that he or she rneets these criteria.
The provisions ol theses restrictive covenants may be snforced by the Owner and the Town.
The conditions, restrictions, stipulations, and agreements conlained herein shall not be
waived. abandoned, terminated, or amended except by the written consent ol both the Town
ot Vail and the Owner of the property.
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By:
I |llilt ililr ilil ll|il ilI ]]t ililt ilt illt illt |lll
611960 6l/ 13/ 1997 03:26P
2 of 3 R 16.00 D 0.00 N
8715 P984 373
0,00 Eaglr County Clcrk
jt"day ol
^,r\, -^6m:^.i^n ^_^:.^.. Anne E. Wright, Notary Public
'v,, Lv"""'rr'\r' ' r,^r./rrEr. _ ___d{resnimissisnBipier6lFlggg
75 S. Frontagc Road
2
I ra\1!n. in(lr\clNr nl't
do municipal corporation
. McLaurih, Town Manager
Notary Public
o;
o, fec"r"$e<
Eo1ly HcCutcheon
Torgo Clerk
Town of Vail
75 S- Frontage Road Vail, C0 81657
I lilill llill ilil] ]ilt ]lt lil] ililt lil ilil ilil Ltl 611960 0t/t3/t997 03;26p BTtt p984 373
3 of 3 R 16.00 D O.OO N 0.00 Eeelr County Clcrk
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The,lor69oin9 instrurnofil was ac&novri€dged bglore me ,n,, j t 0.,
5:{\iv-L.Toj k-
Norary pubic-*--[V-
Bnrlnv, [Iannnvc & Pnrrcnsox
A h.oFEssroNAL CoRPoRATToN
ATToRNEYSATLAw
LINCOLN CENTER
1660 LINCOLN STREET, SI,IITE 8175
DENVER, COLORADO 80264
TELEPIIONE (303) 837-1660
FACSIMTLE (303) 837-0097
August 21,1997
VAIL NATIONAL BANK BIDC,
IO8 SOUTII FRONTACE ROAD WEST, SUITE 307
VAIL, COLORADO 8165?
TELEPIIONE (970) 4?6.0092
FACSIMILE @7 0\ 41 9-0447
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Mr. George Ruther
Planner, Community Development Department
Town of Vail
75 S. Frontage Road
Vail. CO 81657
Re:166 Forest Road
Dear George:
I appreciate you and Andy meeting with me the other day on behalf of my client, Mr.
Michael Cappy, to discuss GRFA use on the above referenced lot. As you are aware, Mr.
Cappy presently has a Type I employee housing unit on the lot that contains 650 square
feet. Mr. Cappy would like to have the employee housing restriction removed so that he
may utilize the 650 square feet lawfully, pursuant to the new amendment to the Town of
Vail GRFA ordinance. However, Mr. Cappy realizes that this would not be fair to the
Town of Vail, as the Town's interest in obtaining employee housing would not be met.
Mr. Cappy suggests therefore, that in lieu of restricting the 650 square feet of GRFA on
his property to employee housing, Mr. Cappy purchase an offsite employee housing unit
containing no less than 650 square feet which would be restricted pursuant to the Town's
employee housing agreement. In fact, although I have not fully discusscd this issue with
my client, Mr. Cappy may be willing to purchase and restrict two off-site employee
housing units. We believe that independent off-site employee housing would be more
appealing and affordable to prospective tenants than a 650 square foot secondary unit
attached to a primary unit.
The concept of meeting Town of Vail employee housing requirements off-site is not new.
In the past, Special Development Districts which were required to provide employee
housing as a condition of obtaining increased GRFA have been allowed to meet this
requirement by purchasing oflsite employee housing units.
Ls*
fr
Mr. George Ruther
August 21,1997
Page2
Please advise me of the staffs position on this proposal aftu they have had a chance to
consider it. Ifyou have any questions, please do not hesitate to call.
Sincerely,M
Lawrence A. Eskwith
LAE/dn
Enclosure
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CIIECK REQUEST
PREPARIID BY: -----\'DA'fE:
VENDOR NAME:
VENDOR NUMBER:
DESCRIPTION OF EXPENSE: CLEAN UP DEPOSIT REFUND F.oR BP #
NAME OF JOB:
ACCOLINT NUMBER: OT OriOO IZOOZ
AMOUNT OF REFUND:d>
DATE APPROVED:
APPROVAL SIGNATURE:
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)r,LT COPT
January 27, 1997
Michael Cappy
9300 Shelbwillc Road #300
Lo uisvil le. Kenttcky 40222
RE: Type I Employee Housing Unit, at 166 Forest Road/Lot 8, Block 7, Vail Village First Filing.
Dear Michael,
The Town of Vail Dcpartment of Community Dcvelopmcnt received an anonymous cornplaint of a
zoning violation at your residencc. Thc cornplaint rclatcs to tlrc illcgal construction of an interior
connection between the singlc-family rcsidcnce and thc cmployec housing unit. Pursuant to Section
18.57.020K of tltc Municipal Code.
"Each EHU shall have its own cntrancc. There shall be no interior acccss from any EHU to
any dwelling unit it may bc attached to."
This lctter shall scrve as written noticc of the violation of Scction 18.57.020K of thc Town of Vail
Municipal Codc. Thc violation shall bc a misdemcanor. punishable eithcr by finc of not less than
twcnty dollars an{ not more than thrcc-hundred dollars. or uot ntorc than nincty days'jail sentence, or
both. lbr cach and every day that such violation continucd.
Upon rcccipt of this letter, pleasc contact nle within fivc working days at thc addrcss above, or by
tclephone at970-479-2145. so wc may discuss thc corrcction of thc zoning violation. Failure to
coniact ms within five days shall lcsult in this issuc being turned ovcr to the Town of Vail Municipal
Court. Obviously. our desircd course of action is to rcmcdy the violation without having to resort to
going to court.
I anr hopeful that we can rcach a mutual agrccmcnt and resolve this issuc to cvcryone 's satisfaction.
Sinccrcly.
George Ruther
Town Planner
xc: R. Thomas Moorhcad, Town Attorney
Susan Connelly, Director of Community Dcvclopmcnt
Iq[J 3jl1
/ T0tiN 0F vRiL C0M-DEU
Posl-lt'r brflnd fsx lrgn$ririltal
03-479-2452 RUG 96 LO:42 No . 004 P . 01 20'o
CASH DEPOSIT FORMAT
Lsgrl Dordriptiorr: l-oi 3 Bbct< J_,
SuMividon u".i t vt I I age lstFlling .
Date of E,Flratlon: q/30/05
Addreea: 166 forgst-.Bsg$.-Lqi.L' -Q9-.-
Account Numbor:!.!8@@
DEVELOPEN fi FHOVEMENT AGHEEMENT
THI$ AGHEEMENT, made end ontersd into thie Jo_-day ot 4gsij_*."-., 19lgq, by
and among Beck and Assoctates. rr!g-,,., (herelnafter cglled h9 'Ds\rglopef), and frre TOWN
OF VAIL (herelnafter called the Sorn).
Agreement;and
iudgment of
sel forth
WH
i C,ondilion 0f apprwal'of lhs Lan9sggge Plans. ..-
wlshes to onter IntO g Devsloper lmprovernont
to proWe sou.lrlty
provlslons for
wlrhes to performence ol
conshuctlon of the
to wlth thsT In a doller amount
of s_l!,!!o.(1
for the
the wotfr to pnnrlde Eecurlly
Cappy Residence Landsca $ 23,270.00
$ Boo.oo
$ 24,070.00
x 1.25
Copper I'la I I Pl an each 0 $100.00 ea
$ 30,087.50
Evifop0r rhallcompleb, In a good workmantike mannsr, all
n acdo|danc6 lt,ith ell plaffi and
A.
NOW, T}{EBEFOHE, in coneidoration of the followlng mutual covsnanF and
agreements, tho Dwghper and fte Town agree es tollowt:
The Developer 8gn$, st lb solo cost and rxpensqs, to tuml8h ell 6qutpm0nt
ecaEsE}-t*RQrlorm ard complete all lmprovements, on orbefore
WHEREA$, tho Dwelopor
Plane, dalod August 2
Incldental thsrdo accodlng to and In o0mp[ancg wtth the foltorying:
a. such other deslgns, drarlngs, maps, spednca||ons, skstctee. and oher mattsr
submltted by the Dwcloper to bE approvad by any of the abov+referenced
l0lug:llSlfll{T"fl !"l1gy:Hl1|*d_111,i19""i,11"i[T$ron_orand
gryn aocoruanco wtn eil ptaffi and $pEclflcailons fllEd in the
Ovelopmant Dapartment, tre Town ol Vail, and to do all work
t t
t E'4 L iEt ,lr
g:t*r'
-{r@,-€s
/a. Sucn omeralgns, dftNflng$, mepa, rp€c|noefionqft"n"", and other matter
submltted fihe Developerto bE approved by anyVEre abov+reterenced
govemmsntal snti0et.. Allsald work shallba done under the inspection of, and
lo the sailsfaction 0f, thc Town Enginoer, fio Torm Buitdlng Ofticlal, or other
otflclal from the Town of vall, a8 aflectod w rpectat dtgtrtds or servtce dtstflcts,
as thelr rerpeotlve h&lrust may appear, and ghqll not be doemod complete untll
approved and Eccoptafl aa comploted by tho Town of Vail Gommunlty
Developmont Departnffit and Pubth Workr Department.
2. To Eecule and guarantii pcrformancg of ih obligatioru as set forlh herein, the
Developer agrces to provlde seolrlty urd collatorEt a$ followt:
PiSo 1 of 3
/ TotJN oF vRIL cotl-DEU
T3-47e-24s2
nucee6 10 :43 No .004 P .02
A cash deposlt eocount In hc emount of $_fE $9.=00__tg b6 hotd hy ltre Town, as
o$crow agent, sh&ll provldo Bto sccudty for the lmprsvemenle set tortr above lf there is
a dpfault under the Agreement by DwEbpEr,
3. The Dwolopcr may al any tme substltute lhe collateral orlglnally set forth
above for another form of collatefal aocqbble to t|e Town $ guErantee ne tatttrtul
completion of .thoss improvemenb tolenud to heloln and &e pBrlormanc€ ot ths terms of thts
Agraement. Such aEcsptanco by tht Town of dbmatlve oolhteral ehall be at the Town's sole
dlsaretlon,
4. Tho Tovtn thell not, nor shalleny offlcer or snployes hereof, be llable or
responshle for any aooldgnl, loes ordgmrge happonlru or occuning to the work specified In
thls Agreemont prlor to the complctlon and rmaptanae of lhc sarne, nor ghall the Town, nor
any olllcer or omployee thereof, bs llable lor any pEttonr or property Injured by reason of the
naturo ol ssld work, hut all qf eald llabliltice ehall and are hereby asaumcd by the Dweloper,
The Developer hereby agrcss to Indemnlly and holrl harmless the Town, ard any of irs
offlcor8, aggnts end omploys?B ag*tgt any loeeas, clair[!, damages, or liabilitles to which the
Town or any of lts offhers, agents or employees may beoome subject to, insofar as any such
l088ss, clalm& damagss or liabilitlee (or aotlons in respect thereo0 that arlse oul ol or are
based upon any performgnce hy ths Dgvelopgr hergund$; end the Developer shBll rgirnburse
tho Town for any and all legaf or othcrc,(pgnses reasonrbly Inouned by he Town In
c9nnectlon with lnvestlgatlng or dctrndlng any euch loEE, dalm. damago, llablllty or actlon.
Thls Indamnlly provlslon shall be In a*lltlon to any olher ilr&iltty wnrcn me Dev6bper may
have.
5. lt ls mutually agreed lhet the Developer may.dpply to fre Town and rhe Town
thall auth0flzo for partiEl rolease of thg wllateral depoelted wittr fte Town lor each category
of lmprovement at euch tlme as such lmprovemsnts a|E ogntfuctect In comptiancg wlth ail
'
plans and spedlllcatlons as referEncod hereunder and accopted by the Towit. Under no
c0ndiilon willthe amount of the collataral frat is being hpkl be rsduced below the amount
necgssary t0 complete such improcmanb.
6. lf the Tow-n determlnCf trat any of the improWmonts conlomplalad herein are
not.oonslructed ln compllance wlth trc plafls and spesficatlon$ set forth heiein by thB dato set
forth In paragraph 2, the Town may, but ghall not be rcqulrud to, wlthdraw from thE cash
gleposlt such funde as ma-y be n6o6isEry to complete tre unfinlshed lmprovements. ThE
Town ehall releass such funds upon ffre wfitten requgst of $e statf ot frre Comrnunity
PevJlopment Departnent etating fietfie tmprovomene hevo not beon compteted ai requirsd
by the agreement. Th€ Town slrall not rsgdru the ooneamnce of the.dweioper prtor toine
rolease ol thp funds, nor shall the Tomr be requlred to vorlfy lndryend€ntly that the
l.mRloverye.nu hevo not beon cornpleted as rcdulrod by ttrb Agrodment, hit shalt roleasE such
funds eolely upon the r€quest ot the Communltir OevelbpmeniDeparrment.
lf the qosF of complefing fie'wod( sxc€sd ths emount of the d€posit, ths oxcFss,
together wllh lntered at twelve psroailt p€r snnum, shgl b9I ilen agaitigt tho proporty ancl
m?.y qo collsctod by clvlt sult or may be oertlfled to tfis trearurer of Eagte Couhtyio O-e
collected ln the sarne manqer ar dcllnqrent ad valorim taxee levled agalrcl suatr pmperty. ll
ths psrmn holder felle or refuuoB to-ooriplete fts daenup and tandecaftng, ar detthod ln itrts
chsptgr' euch fallure or refusal shall bc consldered a vbhtnn ot tne zbntig coue.
7. The Dcvolopar wanentt all work and materlnl tor a perlod of one year after
ffi:csptanoe of all work rsfsnsd to ln thls A0reement by ilte Town iursuant to section
17.19.25t' if cuch wotlt le locatsd on Tourn of Vail properg or withln Town of Vail right-of-way,
F Tha nnrllsc haratn rrrrrftrallv anra.a thcf lhlo Arrraamanl mav ha ornaru{ar{ frarrr
7. Thc Dcvdo5.wanilth allwork and mahdal for a pgdod of one year after
tri8:tr?:Hill3fr i:ffi sH#H,i$g#i;T,fi #ffTffif$il*,**.
8. Thc pafllos hsrsto muttdly agrec that hls 4groement may be amended from
tlms to tlmo, provldod hat auch rmrldrbnb br In wdtlng And Fxootrted by all partles hereto.
Dated lhe day and year flnt rbove vfflttgn.
Prgr ? ot 0
TOIdN OF URIL COI'I-DEU
wltnes8 my hand and oflioial teat.
My commi*ion explros:
$TATE OFCOLOHADO )
couNTYoF EA.LE ) ss'
2f ':,Z;::ffi:ffiYY\WV*^'|mW^'WW;i:H:'::i::::
Wttness my hand afft offhlgl
My commisslon explres: 4 ' a
IfO5-4ie-24s2
STATEOFCCILORADO )
) sE.couNwoFEAGLE )
Theloregolng Developer lmpmvement Agreemrent $,as acknowledged beforo me tlrls
29. day Ot-A!tgll9! . l9pgb! Andrew J. Beck, President of Becli and Associates,-Inp.
10:44 No .004 P.03
President, Beck .and Associates, Inc.
t{dd.d 028/lL
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*o#"""rN .'NSULTTNG "*"rs"*,CONSULTING GEOTECHNICAL AND MATERIALS ENGINEERS
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SOILS AND FOLINDATION INVESTIGATION
PROPOSED RESIDENCE
LOT 5, FILING I, BLOCK 7
126 FOREST ROAD
VAIL. COLORADO
Prepared for:
Chupa Nelson
R. A. Nelson & Associates
P.O. Drawer 5400
Avon, CO 81620
Job No. 95-155 September 28,1995
DENVER:12354WestAlamedaPrkto!.,Suite130,Lakewood,COE0228(303)9E9-1223
AVON: P.O. Box 1791, Avon, CO 81620-1794
SILVERTHORNE: P.O. Box 2747, Silverthorne, CO 80198
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TABLE OF CONTENTS
SCOPE
EXECUTIVE SUMMARY
PROPOSED CONSTRUCTION
SITE CONDITIONS
INVESTIGATION
SUBSURFACE CONDITIONS
SITE GRADING
BELOW GRADE CONSTRUCTION
FOUNDATION
FLOOR SLABS
FOTINDATION DRAINAGE
LATERAL WALL LOADS
CONCRETE
SUR-FACE DRAINAGE
COMPACTED FILL
LIMITATIONS
VICINITYMAP
LOCATIONS OF EXPLORATORY BORINGS
LOGS OF EXPLORATORY BORINGS
LOGS OF EXPLORATORY TEST PITS
TYPICAL WALL DRAIN DETAIL
TYPICAL EARTH RETAINING WALL DETAIL
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Fig. 3
Fig. 4
Fig. 5
Fig. 6
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SCOPE
This report presents the results of a soils and foundation investigation for the
proposed residence located on Lot 5, Filing 2 in the Vail Village Subdivision, Vail,
Colorado. The approximate site location is shown on Fig. 1, Vicinity Map. The pulpose
of our investigation was to evaluate the subsurface conditions at the site and to provide
geotechnical recommendations for the proposed construction.
This report includes descriptions of subsoil and ground water conditions found in
the exploratory borings, recommended foundation systems, allowable soil pressures, and
recommended foundation design and construction criteria. This report was prepared fronl
data developed during our field investigation, our laboratory testing, and our cxperience
with similar projects and subsurface conditions in the area.
The recommendations presented in this reporl are based on the proposed residence
construction. We should be contacted to review our recommendations when the final
plans for the structure have been developed. A summary ofow findings and conclusions
are presented below.
EXECUTIVE SUMMARY
l.Subsurface conditions encountered in the two exploratory borings were
relatively uniforrn. The subsurface materials consisted of 4 to 5 fcet of
topsoil underlain by cobbles and boulders to the maximum depth explored
of 8 feet in TH-l and 10.5 feet in TH-2. From the cobble and boulder
layer, to the maximum depth explored of 16 feet, the subsurface rnaterials
consisted of a weathered siltstone.
Subsurface conditions obselved in the exploratory test pits consisted of l8
inches of topsoil underlain by cobbles and boulders to the maximum depth
explored of2l feet.
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At the time of this investigation, no free ground water was encountered in
the exploratory borings to the maximum depth explored of 16 feet.
I{owever, ground water was encountered in exploratory test pits TP-3 and
TP-4 at depths ranging from 4 to 8 feet.
The residence may be constructed with a spread footing foundation system
supported by the cobbles and boulders or tl.re weathered siltstone, as
recommended within this report.
Slab-on-grade floors may be constructed on this site with low risk of
movement, as recommended within this report.
Retaining and foundation walls may be designed and constructed for cut
and fill areas.
Drainage around the structure should be designed and constructed to
provide for rapid removal of surface runoff and avoid concentration of
water adjacent to foundation walls.
Below grade construction at this site requires special precautions as
recommended in this report in order to maintain the stability of the sides of
the excavations. Since ground water was encountered in the exploratory
test pits, shoring may be required to maintain the stability of the
excavation.
PROPOSED CONSTRUCTION
A duplex, constructed of rvood and cast-in-place concrete. is planned. We believe
that slab-on-grade floors will be built. The structure is stepped to match the contour of
the sunounding ground surface. Maximum column and wall loads were assumed to be
those normally associated with residential structures. Excavations of up to 20 feet may
be required for construction ofthe duplex.
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SITE CONDITIONS
The proposed residence will be located on Lot 5, Block 7, Filing I of the Vail
Village Subdivision, Vail, Colorado. At the time of this investigation, access onto the
site was by the existing driveway and easement on the northwest corner of the lot. Due to
the steep grades of the site, access onto the site was difficult and limited to the northem
portion of the lot southeast of the driveway. The site slopes down to the north at
approximate grades ranging from 30 percent on the northem half of the lot to over 65
percent on the southern half of the property. Due to the steep grade of the lot, the
potential for rapid surface runoffexists.
Boulders were scattered on the surface throughout the site. Coarse grained
sandstone conglomerate bedrock outcrops, approximately l2 feet in height, existed on the
southern half of the lot where the site was staked by the owner for boring locations. On
the east adjacent lot, a similar large outcrop existed at about the same elevations as those
present on the site. This outcrop was approximately 15 feet in height and 60 feet in
length. The overall topography of both lots was also similar, indicating the bedrock may
continue through both sites. In addition, sirnilar rock has been exposed along the cut
made for the road in the east direction.
Water enrerges tiom a fissure at the bottom of the outcrop on the lot and runs in
the north direction. Due to dense surface vegetation, it was difficult to determine the path
the water follows. However, there appears to be a french drain in the center of the norlh
side of the lot. The material of this drain consists of gravel and cobbles. The drain is
graded with the natural surface. It is possible the drain was formed naturally. Water
emerges from the drain at the road then runs to the east in a ditch along the road.
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Residences existed on the adjacent lots to the southeast and the west. No
residences existed on the lot directly uphill or to the east of the site. Vegetation on the
site consists ofgrass, weeds, bushes, surface vines, and aspen.
INVESTIGATION
Subsurface conditions were investigated at this site on July 8, 1995, by drilling
two exploratory borings, using a 4-inch continuous flight auger, at the locations shown on
Fig. 2, Locations of Exploratory Borings. Due to the steep grade and the inaccessibility
of the lots, a track-mounted drill rig was used. Although four boring locations were
staked by the owner, only one Iocation was accessible with thc drill rig. l'he locations of
the borings are on the northern extent ofthe probable building area. Access to the other
locations staked was not possible because of the very steep grade and the bedrock
outcrops. A field engineer fiom our officc was on-site to log the drilling of the
exploratory borings. Additional data was obtained by the field engineer by walking the
site and the adjacent lots to the south and east.
Due to the cobbly and bouldery subsurface conditions, soil sample retrieval was
difficult and representative samples could not be obtaincd. Accordingly, no lab testing
was performed. In addition, the rocky conditions caused practical auger refusal on
boulders in both attempts for exploratory boring 1'FI-1. 'l-he observed penetration
resistance values are presented on tlte Logs ofExploratory Borings, Fig.3.
In addition to the two exploratory borings, four exploratory test pits were dug by
the owner to observe the subsurface conditions. l'he locations ofthe exploratory test pits
can be seen in Fig. 2. A representative from our office was not on-site when the test pits
were dug. However, the representative from our office did observe the exposed soil
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conditions within the test pits on August 2, 1995. No soil or rock samples were obtained
from these test pits. The subsurface conditions encountered in the exploratory test pits
can be seen in Fig. 4, Logs ofExploratory Test Pits.
SUBSURFACE CONDITIONS
The subsurface materials consisted of about 4 to 5 fcet of topsoil underlain b1'
cobbles and boulders with pockets of dry to moist, gravelly silt and clay to about 8 to l0
feet. Beneath the cobbles and boulders, a weathered, hard, sandy, gray siltstone was
encountered in exploratory boring TH-2 to the practical auger refusal depth of l6 feet. In
addition, practical auger refusal occurred on a boulder in exploratory boring 1'H-l at a
depth of 6.5 feet. For this hole, the drill rig moved to the northeast and refusal due to a
boulder occurred again at a depth of 8 feet.
The subsurface conditions exposed in the exploratory test pits consisted of 18
inchcs of topsoil underlain by cobbles and boulders to the maximum explored depth of 21
feet. No bedrock was observed in the exploratory pits.
As discussed in the SITE CONDITIONS of this report, an outcrop of a coarse
grained sandstone conglomerate bedrock existed within the area staked for borings by the
owllcr. A similar, but much larger, outcrop existed on the east adjacent lot at about thc
same elevation on the hillsidc. This suggests this rock formation may continue through
both lots and is present beneath the proposed building area. However, the sandstone
bedrock was not encountered in our investigation ofthe subsurface conditions.
At the time of this investigation, free ground water was not encountered in any of
the exploratory borings to the maximum depth explored of 16 feet. However, ground
water was observed to be seeping into exploratory test pits TP-3 and TP-4 at depths
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ranging from 4 to 8 feet. Standing water was observed in the bottom of exploratory test
pit TP-3. No water was observed seeping into test pits TP-l and TP-2 however, the soils
were moist at a depth of approximately 12 feet in each test pit.
SITE GRADING
Cut and compacted fill may be needed to construct the foundations, floor slabs,
retaining walls, and landscaping. We anticipate that heavy duty construction equipment
will be required to complete the excdvation since auger refusal on boulders in the soils
was encountered in both borings.
Up to 5 feet of topsoil was found in the exploratory borings. All topsoil beneath
the proposed residence should be removed. It may be used in the landscape areas. Fill
should be placed and compacted as recommended in the COMPACTED FILL section of
this report.
BELOW GRADE CONSTRUCTION
Due to the depth of the excavation and the steep slope of the site, shoring will be
required to stabilize somc of the excavation slopcs. The near surfacc subsoil, which
consisted of cobbles and boulders classifies as Type B soil in accordance with OSI{A
regulations. The cobbles and bouldcrs encountered below the water classify as Type C
soils. OSHA rcgulations should be followed in any excavations or cuts.
FOUNDATION
The near surface material at potential foundation elevations consisted of either
cobbles and boulders or weathered siltstone. In our opinion, the cobbles and boulders or
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the weathered siltstone will safely support spread footing foundations. The spread
footing foundation system should be designed and constructed to meet the following
criteria.
L Footings should be supported by the undisturbed natural cobbles and
boulders, weathered siltstone or compacted fill. Soils loosened by
machine excavation should be cleaned from the excavation prior to placing
concrete for the fbotings.
We recommend wall and column footings be designed for a maximum
allowable soil bearing pressure of 3,500 psf.
Column footings should have a minimum dimension of 24 inches square
and continuous wall footings should have a minimum width of 16 inches.
Footing widths may be greater to accommodate structural design loads.
Continuous foundation walls should be reinforced to span local anomalies
in the soil.
If pockets of soft soils are found in the bottom of the excavation, the soft
soils should be excavated to expose firm soils. The bottom of the
foundations may be constructed on the firm soils or the resulting
excavation may be backfilled with compacted soil or lean concrete. Any
soils placed as backfill should be placed and compacted as recommended
in the COMPACTED FILL section of this reoort.
The foundation soils contain cobbles and boulders. Removal of cobbles
and boulders may result in depressions and rough bottoms to the
foundation excavatiou. The resulting depressions can be backfilled with
courpacted fill or lcan concrete. Refer to preceding 5 for backfiil
requirements.
The base of exterior footings should be established at a minimum depth of
4 feet below the exterior ground surface to protect the footings from
damage caused by frost action.
8. We recommend that a representative from our office observe the
completed foundation excavation. Variations from the conditions
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described in this report, which were not indicated by our borings, can
occur. Our representative can observe the excavation to confirm the
subsurface conditions are as anticipated.
FLOOR SLABS
The near surface soils at the approximate proposed floor slab elevations consisted
of either cobbles and boulders or topsoil. We believe that the cobbles and boulders will
safely support slab-on-grade floors. We recommend the following precautions for the
construction of slab-on-grade floors.
Slabs should be placed on the natural cobbles and boulders or compacted
fill. If topsoil occurs at the proposed floor slab elevations, it should be
overexcavated to exposc the underlying natural soils and then backfilled
with compacted on-site soils or approved fill.
Fill may be required to establish the grade for slab-on-grade floors after
removing the topsoil, any cobbles and boulders, or in excavations beneath
slab-on-grade areas. Fill should be placed and compacted as
recommended in the COMPACTED FILL section of this report.
Placement and compaction of fill beneath slabs should be observed and
tested by a representative of our office.
3. A 4-inch layer of free draining gravel should be placed beneath the floor
slabs.
FOUNDATION DRAINAGE
Surface water frequently flows through the relatively permeable backfill adjacent
to buildings and collects on the surface of relatively impermeable soils at the foundation
elevation. In addition, water was observed in the subsurface soils at depths of 4 and 8
feet. To reduce the accumulation of water adjacent to foundation walls, we recommend
provision of a foundation drain. The drain should be sloped so that water flows to a sump
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where water can be removed by pumping, or to a positive gravity outlet. Recommended
details for a typical foundation wall drain are presented on Fig. 5.
LATERAL WALL LOADS
Basement and retaining walls will require lateral earth pressures for design. We
anticipate basement and retaining walls of 8 to 12 feet in height. Lateral earth pressures
depend on the type of backfill and the height and type of wall. Walls which are free to
rotate sufficiently to mobilize the strength ofthe backfill should be designed to resist the
"active" earth pressure condition. Walls which are restrained should be designed to resist
the "at rest" earth pressure condition. Basement walls are typically restrained. For
design, an equivalent fluid weight of35 pcfshould be used for the "active" earth pressure
condition and an equivalent fluid weiglrt of 45 pcf should be used for the "at rest" earth
pressure. The fluid weights are for a horizontal backfill condition. A "passive"
equivalent fluid weight of 300 pcf can be used to resist the wall loads where the soils will
always remain in place at the toe of the wall. The equivalent fluid weights do not include
allowances for surcharge loads due to hydrostatic pressures or live loads. A coefficient of
friction of0.4 can be used at the bottom ofthe footing to resist the wall loads.
Backfill placed behind or adjacent to foundation and retaining walls should be
placcd and compacted as recommended in the COMPACTED F'ILL section of this report.
Placetnent and compaction ofthe fill should be observed and tested by a representative of
our office.
To reduce the possibility of developing hydrostatic pressures behind retaining
walls, a drain should be constructed adjacent to the wall. The drain may consist of a
mauufactured drain system or gravcl. If gravel is used, it should have a maximum size of
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1.5 inches and have a maximum of 3 percent passing the No. 200 sieve. Washed concrete
aggregate will be satisfactory for the drainage layer. The gravel drain fill or
manufactured drain should extend from the bottom of the retaining wall to within 2 feet
of subgrade elevation. The water can be drained by a perforated pipe with collection of
the water at the bottom of the wall leading to a positivc gravity outlet. A typical detail for
a retaining wall drain is presented in Fig. 6.
CONCRETE
The soils in the area may contain soluble sulfates. Sulfates can cause damage to
concrete members constructed with ordinary cement that come into contact with the soil.
Typc V cement is normally recommended for high sulfate areas. However, a suitable
alternative of Type V cement is a "modified" Type II cement. Thc "modified" Type II
cement contains less than 5 percent tricalcium aluminate. Use of a cement rich mixture
(maximum of 0.5 water/cement ratio) and 5 to 7 percent air entrainment further increases
the sulfate resistance. This cement should be used for all concrete members (slabs,
foundation, foundation walls, curb and gutter, and sidewalks) that come into contact with
the soil.
SURI.'ACE DRAINAGE
Reducing the wetting of foundation soils can be achieved by carefully planned
and maintained surface drainage. We recommend the following precautions be observed
during construction and maintained at all times after the structure is completed.
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Wetting or drying of the open foundation during excavation should be
minimized during construction.
All surface water should be directed away from the top and sides of the
excavation dwing construction.
The ground surface sunounding the exterior of the structure should be
sloped to drain away from the building in all directions. We recommend a
slope ofat least 12 inches in the first l0 feet.
4. Backfill, especially around foundation walls, should be placed and
compacted as recommended in the COMPACTED FILL section of this
report.
COMPACTED FILL
Fill may consist of the on-site cobbles and boulders or weathered siltstone free of
organic material, or approved imported granular fill. No gravel or cobbles larger than 6
inches should be placed in fill areas. Fill areas should be stripped of all vegetation and
topsoil and then scarified. Fill should be placed and compacted in thin loose lifts,
moisture conditioned to within 2 percent of optimum moisture content, and compacted to
the recommended compaction shown in the following table. The recommended
compaction varies for the given use of the fill.
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Use of Fill
Recommended Compaction
Percentage of the Standard
Proctor Maximum Dry
Density
(ASTM D-698)
Percentage of the Modified
Proctor Maximum Dry
Density
(ASTM D-1s57)
Below Structure Foundations 98 95
Below Slab-On-Grade Floors 95 90
Backfi ll (Non-Structural)90 90
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We recommend that a representative of our office observe'and test the placement.
and compaction of structural fill. Fill placed below foundations or slab-on-grade floors is '
considered structural. It has been our experience that without engineering quality control,
poor construction techniques and habits occur which result in poor foundation and slab
performance.
LIMITATIONS
Although the exploratory borings and the exploratory test pits were located to
obtain a reasonably accurate determination of foundation conditions, variations in the
subsurface conditions are always possible. Any variations that exist beneath the site
generally become evident during excavation for the structure. A representative from our
office should observe the completed excavation to confirm that the soils are as indicated
by the exploratory borings and test pits and to verifr our foundation and floor slab
recommendations. The placement and compaction of fill, as well as installation of
foundations, should also be observed and tested. The design criteria and subsurface data
presented in this report are valid for 3 years from the date ofthis report.
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If we can be of further assistance in discussing the contents of this report or in
analyses of proposed structures from a soils and foundation viewpoint, please call.
KOECHLEIN CONSULTING ENGINEERS
Reviewed rr,il'll*+l.K""At*
William H. Koechlein. P.E.. President
SBIWhK
(4 copies sent)
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IGST l,Eqpow DRrv6
ar,Esrars
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VAIL
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BEAVEReryry
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NOT TO SCALE
FIG. 1 JOB NO.96-156
VICINITY MAP
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FOB€ST
ROAD
EUILOING ENVELOPE
EXIST]NG
"i'-5{
8250
---___.___
".1
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PROPERTY LINE
LEGEND:
O tHotceres AppRoxtMATE LocATroNs oF ExploRAToRy BoBrNcs
DRILLED BY KOECHLEIN CONSULTING ENGINEERS ON JULY 8. 1995.
I txorcRtes AppRoxIMATE LocATtoNs oF ExpLoRAToRy IEST prrs
OBSERVED BY KOECHLEIN CONSULTING ENGINEERS FIELD ENGINEER
ON AUGUST 2. I995.
SCALE: 1':30'
LOCATIONS OF EXPLORATORY BORINGS
JOa NO. S6-155 FIG. 2
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TH- 1
EL.8262 di;;,,eeeND: O
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C0BBLES and BOULDERS, Silt Ienses,
Siltstone fragments, Dry Lo moist,
Very dense, Grey
SILTSTONE I Weathered,Dry to moisL,
Hard, Grey
lndicates Praclical Drill Rig
ref usal.
15
20 I DRTVE SAMPLE. The symbol 16lI2
I indicates thaL 16 blows of a I4O
F pound hammer falling 30 inches were
required to drive a 2.0 inch 0,D.
sampler I2 inches.
NOTES:
The ExploraLory Borings were drilled on ,luly 8, 1995 with a 4-inch
diameter continuous fliqht power auger.
No free ground water lras encountered at the time of drilting.
The Boring Logs are subject to the explanaLions, ti.mitations, and conclusions as
contained in Lhis report.
2,
3.
JOB NO.06-165
LOGS OF EXPLORATORY BORINGS
Fro.3
)o'
ra(
$i
00,
)Q
$
=
$
I
T
I
t
I
t
I
I
I
I
t
t
I
I
I
I
I
t
I
TP- 1
EL. 82
TP-2
EL.8268
TP-3
EL. 82
TP-4
EL.8258 6f 6f
F
IIJ
llJ l!
z_
I F lL
UJ o
F t!
l,lJ ll-
=I F (L
IU o
LEGEND:
r5l
lYl roPSorL l3J
|trn
F8i| COBBLES anrJ BOULDERS,
LE Si ltstone rragments, D
\r^ e,. ,l ^- ^^ -,.very uerrSe, tJr ey
NOTES:
r,':-
pit.
! - ..,- Indica tes ponded water.-=-
Indicates depth in which water
was observed seeping inLo test
Sitt lenses
ry to moisg
l. The Exploratory Test
Engi.neers field eng i
2. The Test Pit Logs ar
concJ-uslons as conta
PiLs were observed by a Koechlein ConsulLing
neer on August 2, 1995,
e subject to the explanations, limitations, and
irrad in +hic r6n^r+
JOB NO. 96-156
LOGS OF EXPLORATORY TEST PITS
FIG,4
,-! I
t
I
I
I
t
I
I
T
t
t
I
I
I
I
I
I
I
T
I
12' MtN.CLAYEY BACKFILL GRAVEL
BELOW GRADE WALL
GRAVEL MANUFACTURED DRAIN
(SEE REPORT FOR BACKFILL
RECOMMENDATIONS)
4 INCH DIAMETER
PROVIDE PLASTIC SHEETING GLUED
TO FOUNDATION WALL TO HEDUCE
MOISTURE PENETRATION.PERFORATED PIPE.12' M lN.
NOTE S:
.I . INSTALL EITHER:
A. APPROVED MANUFACTURED DRAIN SYSTEM AND GRAVEL COVERED PIPE OI.I
B, GRAVEL WITH PIPE
2. DRAIN SHOULD BE AT LEAST 6 INCHES BE LOW TOP OF FOOTING AT THE
HIGHEST POINT AND SLOPE DOW NWAR D TO A POSITIVE GRAVITY
O UT LET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING.
3, THE DRAIN SHO U LD BE LAID ON A SLO PE RANGING BETWEEN 1/8 INCH
AND 1/4 INCH DRO P PER FOOT OF DRAIN.
4. GRAVEL SPECIFICATIONS: WASHEO 1 1/2 INCH TO NO.4 cRAVEL
WITH LESS THAN 3% PASSING THE NO. 2OO SIEVE.
COMPACTED
BACKFILL
=
(o
JOB NO. 96-166
TYPICAL WALL DRAIN DETAlL
FIG. 5
"l
t,
I
I
T
T
T
t
I
t
t
I
I
I
I
I
I
I
I
T
T
I
12" MlN.
I
CLAY BACKFILL
10'1'f-----=-
COMPACTED
BACKFILL
(SEE REPORT
FOR BACKFILL
RECOMMENDATIONS)
WASHED 1 1/2 INCH TO
NO.4 GRAVEL WITH LESS
THAN 3 PERCENT PASSING
THE NO. 2OO SIEVE.
N OTE:
INSTALL EITHER
MANUFACTURED DRAIN SYSTEM
4INCH DIAMETER PEBFORATED PVC
THE DRAIN LINE SHOULD BE LA ID ON
RANGING EETWEEN 1/8 INCH AND 1/4
PER FOOT OF DBAIN AND LEAD TO A
GRAVITY OUTLET.
I
I
t
T
T
T
t
I
I
T
I
I
t
I
1. APPFOVED MANUFACTURED DRAIN SYSTEM
AND PIPE OR
2. GRAVEL WITH PIPE
PIPE.
A SLOPE
INCH DROP
POSITIVE
JOB NO. S5-156
TYPICAL EARTH RETAINING WALL DETAIL
FIG.6
t=LEHIISCNPIHG, IHC.
,r.J.-"'Eq
Janeg Fltz'
Frfz fr Goydord londscoping, Inc.
Londscoplng, Inlgotton fr Molntenonce
eo.0a(1315
Voll, €ololodoBt6E6
August 20, 199f
Andy,
_ fele is t.he tandscape Forest Road: :
Plant llatdrlal
Spruce & Aspen
Shr ubs
Sesdl n9
Sod
Irrigrtlon
llf scel l.ane'oue Itens
Labor.
rlute . :
Pi ns
Thapks,
estinate for the
'"u=*'"
Jomrs Fltz {, Lor,rren
(oo$ 476-u
,
:
Cappy Resldeflce rln
:
$1 5, 140
:
1,090
850 :
190
$ 3,ooo
.
$ 2, ooo
780 ' 220
I
P.€1
BECK AND ASSOCIATES, INC.
lil:li:+ .tA?! ."tli:
1,"11:3 {:9,'?1,rig i!# gi fri!:-
::i!j, l.r. i';i] af:!} l,:1::.,:,li! i!,**
lEr'1-q
LAlit:;Agi tiP i 3irlili,{{t
AND ASSOCIATES,
P.O. BoX 4030
vAlL, coroRADo 81658
(303) 949.1800
rNc.
r:tOal0lll9r! lOl OO?gr.
VAIL NATIONAL BANK
vAtL, c0 81558
82-3lr/102r CHECK NO.
I
FILE COPY
75 South Frontage Road
Vail" Colorado 81657
970-479-213q479-2139
FAX 970-479-2452
August 14,1996
Department of Community Development
Ken Robertson
Pierce, Segerberg & Associates, Architects
1000 South Frontage Road West
Vail, Colorado 81657
RE: Cappy reviscd landscape plan/166 Forest Road/Lot 8, Block 7, Vail Village lst Filing
Dear Ken:
Thank you for the proposcd revised landscape plan for the Cappy residence, located at 166 Forest
Road.
Upon rcview of the proposed landscape plan, the stafffinds tlat the landscape plan meets the basic
intent and desires of the original Dcsign Review Board approval, and therefore, staffhas approved
the revised landscape plan dated August 14,1996,
Should you have questions or concerns with regard to our approval ofthe revised landscape plan, as
always, please do not hcsitate in giving me a call. You can reach me most easily at479-2145.
Sincerely,
fbrR*r--^
George Ruther
Town Planner
GR/jr
{,7 ^'"'"""*"r
olgn Review Action Fdlr
TOWN OF VAIL
,, ,, ,.-., L. t lz /
category Number r-l 4 oate frl /"/ /1/>
.
Projeclt Name'. / *,tz=l=z- *;E :->i,n t !6t l----,t ozf---,
'l
/1
Building N€tfte: / r.f -i\ K F.-r r."-- ,rc:
Project Description:
Owner, Address and Phone:
Legal Description: Lot S Block J Subdivision t/rr. I rJ,/ld.,,- /5f Zone District ? /:.tt
Project Street Address:
Comments:
Board 1'St6'
Motion by:
Seconded by:
n Approval
! Disapproval
/ StaffARoroval
Conditions:
Town Planner
oate: ef r.l f
q/ DRB Fee Pre-paid
PERMIT NUM R OF PROJECT
tNs CTION REQUEST
TOWN OF VAIL
479-2138 rtr DAIE fl JOB NAME
ryl/77
READY FOR
LOCATION:
INSPECTION:
BUILDING:PLUMBING:
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER
GAS PIPING
tr POOL / H. TUB
tr
D
tr FINAL
MECHANICAL:
O HEATING
tr EXHAUST HOODS
tr SUPPLY AIR
tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR
PERMIT NUMBER O,F PROJECT
'-
--INSPECTION REQUEST
,.r'1
TOWN OF VAIL
479-2138
,/ ,' I ''ri " l(, -'DATE 't I '/\'l I fr {';JOB NAME
INSPECTION:l/oN ruES, (6;; rHUR
f('
lt ,'r'/ / AM
t
CALLER
FRI READY FOR
LOCATION:'r. ,'
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr UNDERGROUND
tr FOUNDATION / STEEL tr
tr
tr
tr
tr
tr
ROUGH / D.W.V.
ROUGH / WATER tr FRAMING
n ROOF & SHEEB " PLYWOOD NAILING GAS PIPING
B INSULATION
tr SHEETROCK
POOL / H. TUB
NAIL
tr
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr
tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
rN#"toN REeuEsr
TOWN OF VAIL , '1 /\t't'
PEFMIT NUMEER OF PROJECT
oRre I ,JOB NAME
479-2138
CALLER
INSPECTION:i TUES't THUR FRI PM READY FOR
LOCATION:
MON WED
BUILDING:
D FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
D UNDERGROUND
D ROUGH / D.W.V.
O ROUGH / WATER O FRAMING
n ROOF & SHEER - PLYWOOD NAILING D GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL tr
CI
E FINAL D FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
tr D
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
rNsfctoN REeuEsr
ECT
TOWN OF VAIL
479-2138 PERMI
DATE
; PROJ
JOB *o*r 0,fl 1ru,/, no^*--
CALLE
(ruJg/
:t
REA OR HEADY FO
LOCATION:
N ON: MON
{ r,r eE* ,
WED HUR FRI PM
L
V'/7'/Z/t
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
D FOUNDATION / STEEL
tr UNDEBGROUND
tr ROUGH / D,W.V.
D ROUGH / WATER tr FRAMING
n ROOF & SHEEH - PLYWOOD NAILING tr GAS PIPING
tr INSULATION O POOL / H. TUB
tr SHEETROCK NAIL tr
o
tr FINAL tr FINAL
Y
t,4
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT
t./ ll -/^ ., ,\\ltt/.i\ ,(lVlf L--
tr
D
tr
SUPPLY AIR
tr FINAL FINAL
{t--
tr APPROVED
CORRECTIONS:
O DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
t INSPECTION REQUEST
TOWN OF VAIL
479-2138
THUR
JOB NAME
READY FOR INSPECTION:
LOCATION:
CALLER
Sr-UnarNc:
D UNDERGROUND
tr ROUGH / D.W.V.
O ROUGH / WATER
n ROOF & SHEER * PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
E POOL / H, TUB
NAIL tr
tr D
o tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL N FINAL
t'$ert,fteo
f,RRECTIONS:
tr DISAPPROVED O REINSPECTION REQUIRED
DATE INSPECTOR
z {n*q
p y', trl
ttu
qr'oo
,tc _
[,r..,L
Z,)
PERMIT NUMBER OF PBOJECT
DATE
READY FOR
LOCATION:
TU.6S
I
INSPECTION REQUEST
TOWN OF VAIL
479-2138
JOB NAME
CALLER
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
O FOUNDATION / STEEL
tr FRAMING tr ROUGH / WATER
r-r BOOF & SHEER - PLYWOOD NAILING D GAS PIPING - PLYWOOD N
o lr.r$r-nrror'r O POOL / H, TUB
tr SHEETROCK NAIL
tr FINAL
MECHANICAL:
tr HEATING
O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL O FINAL
ROVED
CORRECTIONS:
O DISAPPROVED O REINSPECTION REQUIRED
DATE INSPECTOR
4z
L
!; f\ -,)/., lJ v.-. , .t./ .\ ) t 7
L ,) _1;) ( .\ )4 (,
PERMIT NUMBER OF PROJECT
,5 " ,:.j. 75
I INSPECTION REQUEST
TOWN OF VAIL
479-2138
t, s-DATE
INSPECTION:
JOB NAME
MON
CALLEh
TUES "-"Y ( rHURJ FRI \__-/R READY FOR
LOCATION:
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
r/
O( UNDERGROUND
O ROUGH / D.W.V,
D ROUGH / WATER
O FOUNDATION / STEEL
tr FRAMING
r-.r ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
tr INSULATION tr POOL / H. TUB
O SHEETROCK NAIL o
tr o
D tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
O HEATING
D ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL O FINAL
ROVED Plo tr DISAPPROVED tr REINSPECTION REOUIRED
CORRECTIONS:
DATE INSPECTOR
/r:; - ffilu INSPECTION REQUEST
TOWN OF VAIL
479-2138
,.,"1i ;' tn<_-
r'/i.rti '1"--a/-..-
PERMI
DATE
T NUMBER OF PROJECT
READY FOR INSPECTION:
<', ;'-o{-., ..) / -' JOB NAME
CALLER -
MON TUES WED r;"G) FRI AM
BUTLDfNG: f r;r;/,,7 :ip1fl ft(,,5{t4 v- \rruuatnc'
(roorrruos z srter- t.,.t'"'i-'-T -'/I) t4 ,=. lo uruoeRcRou*o --i-
' --:"=""':::--
-7' =-- -_---- -' --
Kfor1" lgl-Zg11+ it,;, ,}'t , , , tr /-1- --\tr RoucH / D.w.v.
tr.FRAMING tr ROUGH / WATER
tr
tr
tr
.ROOF & SHEEH
tslywooo NAtLtNc
INSULATION
-
tr GAS PIPING
tr POOL / H. TUB
SHEETROCK NAIL tr
D
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
FI tr
tr FINAL tr FINAL
VEDi O DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
,L1,,,"-.2?- -DATE INSPECTOR
AUG-82-96 FRI 8?: IS
tt
cK & ASSOC.P .62
Page lofz
BECK & ASSOCIATES
MEETING NOTDS
DATE: July2, 1996
THOSE PRESENT: Ken Roberteon, Georgc Ruttrcr, & Mark Stevens
PURPOSE: To Revicw Site Conditions Relstivc to Towu of Vail Requk€ments
PRBPARED BY: Mqrk Stwens, July 3, 1996
NOTE$:
I. Review of South Site Wall and Upper Boulder Wall
A, Arces of gtonc vcnccr woil whero top of wall wss roisod pcr pronious req$est
ftom the T,O,V, me*s the intent of requc$t 0s now built if grading is provided
from top ofwall slopi4gup to boulders to reduce upozurc of boulder walls.
B. Boulder walle above stone rrerrcer wall aro satisfac'tory as thw now are if
conditions in section "y'f' abow are met and zuitable landscaping is provided where
possibtc ct horizafitsl brcaks in bouldcr wsll.
C, West end of boulder wall at southwest corner of EIIU will be satishctory if
grading at foot of wall is brought as high os pradical without sacrificing poeitivo
drainage tom behind EHU. Grade abovo this section of boulder wall must be
landscaped and grad€d so that it is re-integrnted irto the etdsting hillsidc,
II. Rsvicw sf Doulder'fYalls East ofHouso and Abova Ddvo
A. The first two boulder walls abon'e thc ddvoway retaining wall are satisftctoty
rs they aro now with the assumptionthat final Eading wil slope up to the base of
each wnll
B, The third boulder wall rbove driveway that extendr esst from the northeast
luner ofhuusc will be rtducad in lurgth so that gradc nt this location will match
more closely the udsting gade.
C, No additional bouldsrs n€€d to be used to inc'rease heiglt ofwell at mskc-up
rir intekee on east side ofhnuse.
D. The boulder wall bclow tho vener wall at thc dcok will have heiglrt increasod
to six feer so that exposure of veneer abovcwill be ruluctd to uix lbct.
E, Grade at East side of house will be done so that gabtcs do not at any location
orceed l3ftrl',,
trI. Boulder \ilalls snd Crado Bolow Driveway
A, Shon boulder walls as placed ar€ sadsfb60ry.
B. A s$'ale at the edge of the etreet will be formcd for dtaimge.
IV, Hcight hsucs at North Elevation
.
^u:u= 16 FRr 6?:11 "5". & Assoc-
lot"
tt*" P.6B
Page}of?
,
A, Eaws at nsth eidc of family room roof hav€ b6€n out back an adcquate
dietonc€to land witlin GRFAbelow arrd have been determined to be sarisfndory
i
as built. '
B. t'hc upper yeneered slte wall at entry planter will be conttrued st eaoh ond. At i
the east end it will cortinue south until it perpendierlarly intersects the wall at thc
front entry door. At the wcst etrd it will continuc south until it perpendicularly
intersecte the well *t the garage door.
C. At thewest sids of the stainray towcr, theuppor planter wall mentioned above
will be positioned so thst a plumb line fom outslde of fmished ftcia will ftll on top
of site walL
D. At the east sidc ofthe $ainray tower, the uppcr planter wall meartioned above
witl bo 24' 1e6 ftaming wtrcrc it sontinr.ras along tho urtry door londing porsllol to
thetowprwell.
-@ ?e€Tz,'-n'a/
NORTHWEST COTORADO
COUNCIT OF GOVERNMENTS
970 468-0295
October 28, 1996
Dan Stanek
Town of Vail
Building Department
Fiank Kilian
Elevator Test and Inspection
olr\Aoip\planirsp.mmo
/l
/..'
Eogle Counly: Avon, Bosolt, Eogle, Gypsum. Minturn, Red Cliff. Voil, - Grond County: Froser Gronby. Grond Loke, Hoi Sulphur
Springs, Kremmling. Winter Pork, . Jockson Counly: Wolden, - Piikin County: Aspen, Snowmoss Villoge,'Routt Counly:
Hoyden, Ook Creek. Sleomboot Springs, Yompo, * Summit County: Blue River, Breckenridge, Dillon, Frisco, Montezumo,
Silvertf orne
N\(@C,
Post Offiie Box 2308 Silverf horne, Colorodo 80498
MEMORANDUM
DATE:
TO:
FROM:
SUBJECT:
Project Name:
Location:
Comments:
Permit Number: B950040
Elevator Type: Drum-passenger resicence
The plans have been reviewed and found to conform to all apptcable
ANSI 17.1 and UBC codes.
The elevator/escalator at the above location was inspected and tested on
September 25. 1996 and a Final Inspection Certificate has been issued.
FAX970 468-1208
Cappy Residence
166 Forest Road
Vail, CO
o
Signature: I /1 /.
/ \,/.+l{af,zu
Elevator Inspection Program - Inspection Form
Building: #
eadress: /66 frMf fup
_Erevalor
vnit* f6_/0Ae tr
l-llcanoo:gapacittz
eyfA
tttzlnut l,ct: hrtcu r*zO Z
Datc of Inspecti,,, 7 - 2rf'4/Safe to Carrl <*l 2,ib
Resufts of Inspection: In Conplia.nce (Y or$? {I
Categor-r of Safety of Elevaton l. Safe 2. Incidentil 3. Moderate 4. Eazardous 5. Critical
If NOT in compliance, enter a checknark by each appropriate violatioo / problem
l. Fire Danger in Eoistway
3. Oil Lcaks on Packing
5. Machine Room OfT Code
7. AI{SI Code-Need Ladders
9. Eoistrvay lloors Not R.ated
11. Code - Doors erceed Torque
13. Fire Eaz - Pit Rm Cleaning
15. Lights Needed forPit
17. Lock Machinc Rm Doors
19. Othur
20. Othcr
21. Othcr
22. Othcr
23. Othcr
Bf dg Name: rA?P/ 26$ ?tv/cE
citvr uA/L ca -.'^, 4+ +t:_, /-_rype: 1J/))7qL - &&tatVt/c*
2. Ventilation Needed
J. Oil L€aks on Valve Units
6. Hydraulic Safefy Tests Due
8. Fire Eaz - Machine Rm Acc
10. Labcl Machine Doors
12. Fire Eaz - Machine Rm Store
14. Switches Malfunction
16. Replace Coven
ls. A,TYSI Code - Cupacity Platc
24. All ANSVAIT.I Tests current (y or n)
Comments md Dcscription of Problems:
Rcsponsiblc Paqv:
Orgrnization:
Street Add rcss:
City:
zig:
Phonc:
Inspecton /I/ACA&
sigrrature: { '; '
REF.T 1E 1 TUWN OF UnIL, CULORADU
11/Ol/i6 Q6;46 REOUESTS FOR INSFECTION HORK SHEETS FOR:11/ l/96
, Activity: E95-OOP9 LI/ L/96 Type: B-ELEC
flddressr 166 FOREST RD
Loeat i on :
F,ar.ce I : ElOl-871-15-AAIF
Status: I55UED
Occ:
PAGE E6
AREA: EG
Constr: NSFR
De scr i pt i on:
Appl icant : RI V IERA ELECTRIC CONST. : CO Fhone:
Owner.: CAF'F.V MICHREL L F.hone:
Cantractor': RIUIERR ELEtrTRIC CONST,, CO Fhone:
Llse:
3A39S793Ara
3'A*93793CrO
Inspect i on Req ue st
Requegt ot.: lrlar"k
Req Time: 61:QtrZt
It ems r.equee ted to
OEf9A ELEC-Final
Information....
Eomments:
be Inspeet ed. . .
F,lronel 9rr9-39 17
Act i on Eonment-g - T Ti me Exp
Inspeet i on
Iteml
It en:
Item r
Item:
Item:
Histor'y.... .
rZtC'f 1O ELEC-Temp, [-,ower.
AO1EO ELEC-Rouqh
16/19/11 Inspectori EG
IA/"c7 /93 Inspector': EG
II/A8/SZ InBpector: EG
04130 ElEtr-Condtrit
raral4Cr ELEC-Mi sc.
oralgur ELEtr-Final
A$/eL/9L Inspeetor.: EE
AA/P.3/96 Inspector: EG
/t- r za'
ffetion: FA
Aetion; ffF,FR
Act ion: AtrtrR
F'ARTIAL UF.PER FLT]OR
CARETAKER UNI T,/GARSEE
APF'RT]UED
Action: DN not ready
Act i on : AF,F,R AFF ROVED
I
/
AUG-21-95 iloN 12r43 BEC ASSOC IATES K AND o FA)( N0. 3039494335 pn1
IE
August 16, 1995
Towrt of Vail
Community Development
Attn: Dan Stanek
75 Soudr Fmntagc Road West
Vail, Culoradu 81657
Fax: 479-2452
Dear Dm,
This lctter ir In rcgards m your requesr 0f Augusr 4, 1995 ln reference to the gas well at the
nofth west corner of the Cappy Residence at 166 Forest Road, It is necessary for an arca well
to he ingtalled at the gas service entrance bccausc the gas service enters thE foundrtion wall
below grade. The grer well will allow the gas line to be visually inspected at the point of
enttanec through tho foundation wall. It is understood that this area wcll is nqt hc bc back-frllcd
to allow IE manent vlsual inspection,
Please feel free to call me at 4'19-1748 if you have any questions or concerns.
Sinccttly,
'Bt uutrl&rttu4
Bruce Norring J
Prdect Superfuitendent
Beck and Associatca, Inc.
BN/di
Filc
Stevc Hogoboom
HOV-6 t -95 tlED O9 :62 A
10/3ol$fr {O!{ 1b:38 FAtr s70 4'16 4d08 PIEI{CE SEGERDTRG VAIL - s-lr
ttElrGtl t"lJ se' 'r | |
a Assoc -l74A P.A2
Itr
Eouldz I
TILE/fAX' 'i'
ER
October 21 | 7995
Mr. Ken Robertson
Pi€rec' segerberg and As-sociateS
i^06^o-il,"tl Er-on.ase -Road
vlest
";ii, cororarln 8165'7
Re: CatrPY Rceidcnce
PN 94-tc0
;l:T-::"ri$to.??t:ti,T"',":1.:t"1;'1?;i;[Tfil,fiij:,l;lil$il;' ";;;;*ed the strucuural' ::-"'":-;
ffi;u;";; ;asart' .;:t"ilt?l *Xffi:.' ;
reflrcnced proJ€G ii"i*"nioi*un"*uhog drawi"l* II;i..:'or:, December igsued bY our o:
1995 -
rr vot have- -any if"-':':l.irffi'*:l?:;o'oEY""otnn
Llris rnatber' prease
feel, free to ca)
SincereIY,
EecoEAR/RrcE '*r0 (l \-X'r
oliver t{ '
PO F.rx 614!
islit!,:9JSl
lAxr (ro!1 67t'0ltltt
clatcs
O R t: -1e,1*,'a-- O
?5 South Frontogc Roail
Vail, Colorodo 816J7
t0t -479-2 t t I / FAX t0t -47 9 -2 I 66
Department of Public llorkslTransportation
MEMORANDUM
TO: Beck and Associates Att: Bruce Norring
FIIOM: Charlie Davis
DATE: April 14, 1995
RE: The Cappy Residence 166 Forest Road
Here is wriften notification that the Town of Vail Public Works Department has granted
Beck and Associates an extension on the access permit for the Cappy Residence. Permit
# 2842 has been granted an extension for 30 days from the date of this memorandum.
This does not release the contractor from the responsibility to obtain a utility/R.O.W.
permit for any work that is required for this project.
lf there are any questions regarding this please call me al479-23M.
,;fihank You. f\
W"4"!nW'A
Charlie Davis
Construction Inspector
nill
tlr'tT.
A8F11-95 TUE
t t I i-tr'
BECK AIID t 9:21 ASSOC IATES Ffl( N0, 3039494335 D n1
FAX TRANSN{ITTAL
BECK AT{D ASSOCI.ATES, INC.
DATE:
PAOES (INCLUDINC TRANSMITTAL) :
TO:
ATTENTION:
FAX #r
FROM:
RE:
COMMENTS:
//7q. z ?s'L
RE$PONSE REQIIIRED:YEs[] NotI
HARD COPY TO FOLLOW: YF.s I I N0 t I
IF YOU HAVE TROUBLE RECEIVING, OR DO NOT
RECENTE ALL PAGES, PLEASE CONTACT US AT
(303) 949-1800.
P,o, BOX{030 . vAtL,Co[oRADO 0 tt6lt{Ot0
rettpnonr lor-ere-tm I FAx 30l.ta94lt5 AND9t9'03tt
APR-11-95 TUE BECK AND ASSOCiATES o FA){N0,303sff35
EStrOBAF RTCE Affi&
P, 02
83/1{/rttt t8!l$ 39?4943175
\.- |
PAGE E?
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ASSOC iATES BECK AND lu'*f *Jll'l;J'li$"
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'r {r,e t1a I ts1;JH r.lcJ Elb rolt cA. 17
rot"n lei n Consu lti n? En g i neers
Consulting Geotechnical Engineers
12354 W. Alameda Pkwy. Suite 130. Lakewood, CO 80228
MAIN OFFICE AVON SILVERTHORNE
(303) 94e-600e
(303) 949-9223 FAX
April 20, 1995
Mr. Bruce Noning
Beck & Associates
P.O. Box 4030
Vail, CO 81658
Subject: Excavation Inspection
Cappy Residence
16l Forest Road
. Vail, Colorado
Job No. 94-254
As requested we inspected the foundation nlaterials exposed in the completed excavation at the subject site.
The purpose of our inspection was to verify that the exposed materials would safely support a spread
footing foundation system for the proposed residence.
The materials exposed in the bottom of the excavation for the residence consisted of hard bedrock. In our
opinion, the bedrock will safely support a spread footing foundation system designed for a maximum
allowable soil bearing pressure of 5000 psf.
We appreciate the opportunity to provide this service. If we can be offurther service, please contact us.
Sincerely,
KOECHLEIN CONSULTINC ENGINEERS
(303)s89-1223
(303) 989-0204 FAX
(303) 468-6e33
(303) 468-6939 FAX
ilA-.*<-(*-[t*S
William H. Koechlein, P.E.
President
wHK/hk
I
li i'i r*' ,, .,. i lD l. | : t) |
PERMIT NUMBER OF PROJECT
DATE
-.,-
INSPECTION REQUEST
TOWN OF VAIL
479-2138
INSPECTION:
JOB NAME
MON TUES. r*l4,Ep, THUR FRI READY FOR
LOCATION:
',1 (
BUILqJNG\
Itioorrr.rcd / srEEL
PLUMBING:
O FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER - PLYWOOD NAILING tr GAS PIPING
tr INSULATION
tr SHEETROCK
D POOL / H. TUB
NAIL o
tr D
tr D FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH D EXHAUST HOODS
tr CONDUIT O SUPPLY AIR
tr tr
tr FINAL tr FINAL
,L.'.''"
APPROVED tr DISAPPROVED tr REINSPECTION REQUIRED
RRECTIONS:
/" !
co
INSPECTOR
.. t -r
,A 4r .An//4 J..', i.: - (/UYv
-==:]:=]--=---==
L
I
INSPECTION REQUEST
TOWN OF VAIL
, 479-2138 ./ /'5.,4,t ,ntt------'
CALLER
TUES WED THUR FRI
PERMIT NUMBER OF'PRO
DATE
BEADY FOR INSPECTION:
JOB NAME
6,e?'-{g PM
LocArloN: //' /, hLr|t:-- I i/ '
/'#-'4 n<
BUILDING:PLUMBING:
tr UNDERGROUND
O ROUGH / D.W.V.
tr ROUGH /WATER
tr FOOTINGS / STEEL
\rouruonrroN / srEEL
tr
tr
tr
tr
tr
tr
FRAMING
ROOF & SHEEF
PLYWOOD NAILING GAS PIPING
INSULATION
SHEETBOCK
tr POOL / H. TUB
NAIL tr
tr
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
N HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL O FINAL
/EI,APPFOVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REQUIRED
DATE INSPECTOR
'{///'/
v^6 FF-
l: , ia,
Ilic.
CALCULATIONS
FOR
CAPPY RESIDENCE VAIL, COLORADO
FILE NUMBER: C95O22A
08 /2L / e5
REMOTE AREA "A"
-DESIGN DATA-
OCCUPANCY CLASSTFICATIoN: NFPA 13D DWELLING UNIT
TYPE OF SPRINKLERS: CENTRAL oPTIMA REsIDENTIAL CONCEALED PENDENT
BASIS OF COVEFTAGE: 20 fE. x 20 fr.
NI]MBER OF SPRINKLERS CALCULATED: 2 heads
MTNTMIJM GpM REQUIRED pER SPRINKLER: 1?.0 gprn
TOTAI SPRINKLER WATER FLOW REQUIRED: 35.2 gprn
TOTAL WATER REQUIRED (vrith domestic): 35.2 gprn
FLOW AND PRESSURE (e BOR): 35.2 gpm 0 69.3 psi
SPRINKLER ORIFICE Sf ZE: 7,/16 inch
NAME OF CONTRACToR: ALL-STATE FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: STEVE KYLE
AUTHORITY HAVING JURISDICTION: VAIL FIRE PREVENTION
CALCIJLATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLAI{TA, GA
I
I
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rlc l:
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fit),/;::.i /9iJ Insg:ecboir: Dii Act:i urri I AF'F'R 5I "fF: hJF]L".L.
t'.lr:tp;: hlf;ED l"..HTr-F-R FR{lM ENGI.NEF:ll ON t-l^l[^lliR SII-li tlAL.L ffND tJFl-'Fl? F0
I t; e rn r fltiJ tiit i:ti] Rt. I)tl* F ri,-rircl;ri; I on /St e e I
Utr./it i.,i 95 In;Fet:torr DS
\n:i 1E:6 / 9:i Ini:;p.iec:tor: DSj
V:; 1 ?7 / Sf I. rr :; p e i:. l; r-i r. : D{!i
t:!t4 i\tr::'lqA Inr1.rrii. l,,rr I [ii;
il.tts 191';t i51.i lri:ir:Ei:t rr.: l)ii
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thf /;li::,/?:i I i'r s 1i i+ ': b o r' : t)lr
t.4:r i ,..:,".1/ '4:i Ir;t:ector-r L)!:j
tril?i /,itlt,!95 Inspeebor' : I-11,
t2t9 z',:::!r ,'9lri InsprcLor": i)li
Aet i on: [:'PR
Fr*t i arr: Flt-'F:'fi
At: [. i rr n : AF.'F R
Ai.' i; r ri ri : [:'].
flc t i rrn: lll-'l-'R
Ar: l, i ril ; PlfiPt6'
Ai-:bi.on: AF'Flt
A.-.'L i. i;n : FlFrl-",R
At''l: ir:,n: AFI-'R
f-lc: h :i ti n r AF I-'R
Artr L on: (lFFR
Ar: t; l ri rr : i:iF:' F:' R
S I1-E I^IALL.
NORTHI^IEST NNRN[:Ii T-INt-Y
AF.F'ROVED
f-,f-tRT IRt- It'l!IFEC-r I fiN
FTFlRTIAL. ONI.-Y
FIF'F'ROVED
NF.F.RO VEI]
AF'F:'RNVED,/ T-:O R RE.{: T I NN RE,ND
AI.,F'ROVED
AF:.F,ROVED
F:fJl-INDAT I LIN l. r:; {:UltlF l. L,'f F:
DTi: ] VEI^!AY
Ivllvlalaa lnSPeeEoI-: LrD HCLlgn: HFFII -tr lE wttl,-t- f rJ|"stc"rt olFllrlp I Notesr NEED LETTER FRtlM ENG AFtrRUVINB FLACEHENT OF CUNDRETE I 1/S6 CHANGED FROm *4 Trf *5 BAR HORIZtrNTAL NBRTHWEST I
REFTISr TEWN OF UAILT COLORADO FnBE 11
TL/A4/S$ O7:IfiIZI REAUESI-S FT]R INSF'ECTION IdORH SI.IEETS FORI T I/ 4/96 AREA: CF
3./57 CHRNEHD FROM 1E'' O.tr. TII IO" tr.E. URTICAL WRI-L F.ORTIO
Item: oErSErZr F,LAN-ILC Site Flan
Itern : tZirA03O BLDG-Fr.arninq
L@/en/93 Inspector.: D!3 Aetionr AFF'R ffFFROVED
Notes: NEED LETTER FROIYI ENGINEER ON STRIJCT FRAMING
Item: tZtatZt4rzr * * Not On FilE * *
Itern : fitlBEUr BLDG-Insulat ion
Ln/\fi/93 Inspect sr': EG Act i on : AtrFR AFF ROVED
Item: AEA6A BLDG-Sheetr'oek Nail
LL /tA/93 Insuect or.: CD Act i on r trF'F R AF,FROUED
Notesr COMtrLETE BATHR0OMS t^,ITH DURRROtrK,COMF'L.HTE OTIIHR nREAs
Itemr 00tA8Ut * * Not On File {.*
A4/lA/93 Inspeetor-; CF Action; FtI OFEN FORM
Item: OOOTIZI BLD6-Misc.
A3/?t|/95 Inspeetor: D$ Act ion ! AFpR ftFF,ROVED
fi3/A4/93 Inspeetor': I)S Ac-b ion: AF,FR FARTIAL UNDERFROUNG IIUST
Itenr OOFiil FIRH*TEMP. C./O
@A/"cE/96 Inspector': MCGEE Action: AFFR tco
Notes: f ir"e spt'inkler/f it e erlar"m test-failed
penmisgion to give tco with expiration date B/3tZtl96
t et est schecJr-r I ecJ tZtB,lt6.zrj6
lfr/e3/96 Ins;rector.; JEFF A Action: FTFFR approved
ItBm ; rzrrZrrzr9rZr BLDE-Final
It en I OO53|Z' nLDG-Temtr. C./u
fi&letlg6 Inspector': CF Action: DN DENIED
Notes: l"enove debr"isn rnaterials and tools
handr.ai 1s and gnar.d r.ails on exter.ior. and inter.ict- stair.s
mr-rst be conpl et ed
closrtt'e on gar-aqe mman doiir lequired
fire dept appr-ova1 r'equired
e l evat or f in;rl appr"oval required
e l ectri eal final appr^oval l"eqt-lir'ed
kitchen and bathl'oom mr-rst be functioning
OB,/i::3/96 Inspeetor: DS Act ion: AFFR RF,pREVED
NOTES: LANDSCAF,PING NOHF'LETED AND AFIF.ROVED LlY I1-15-96
JUNH|DEBRI! AND TOOLS 6ONE
VENT HT]LE IN EARAGE F,ATCHED
EtrSMETIC INTERII]R COMPLETED
ELEVATOR TO BE CERTIF. IED BY 9-112I-96 AND trANNI]T BE USJED
UNTIL IETIFIED BY NNRTHWEST CI]IJ
Item: {ttZt54E BLDG-Final C/0
t a
{
Date: 06/25/1995
JOB TITLE: CAPPY
WATER SUPPLY DATA
sptr,en
'YSTEM
HYDRAULTC elrets
RESIDENCE REMOTE AREA "A"
Page 1
c95022A
SOURCE
NODE
TAG
SUP
STATIC
PRESS.
(PSr)
98.0
RESID.
PRESS.
(Psr)
50. 0
FLOW
e
(GPM)
978.0
AVAIL.
PRESS. E
(PSI )
97 .9
TOTAL
DEMAND
(GPM)
REQ'D
PP55S.
(PSr)
'79.1
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE
NODE ANALYSIS DATA
AT SOURCE
SPRINKLERS
16.4
18. 6
22.9
28.8
31.0
31".8
48.3
44 .0
45 .6
53.3
54 .4
5't .9
69.s
69.3
60.2
79.7
35.2 GPM
O. O GPM
O.O GPM
35.2 GPM
NODE TAG
1
5
6
7
8
9
10
11
L2
1B
19
20
SER
BOR
BFD
SUP
ETEVATION
(FT)
60. 6
60.6
64.3
49 .5
49.s
49.s
39. s
39 .5
39 .5
29.5
29.5
28.0
23.0
23,0
23.0
0.0
NODE TYPE
K= 4.20
K= 4,20
souRcE
L I .U
18.1
PRESSURE DISCHARGE
(Psr ) (GPM)
35.2
,n*,Q"u* sYsrEM H'DRAULT. *o""o,Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REI4OTE AREA ,,A'.
PIPE DATA
Q(GPM) DIA(IN) LENGTH
DISC. vEL(FPS) HW(C) (FT)
(GPM)F. L. /Fr
17.0 0.811 PL
10. 6 150 FTG
0.223 TL
18.1 0.81i PL 11.3 150 FTG
0.251 TL
18.1 1.055 PL 6.7 150 FTG
0.0?0 TL
17 .0 0.811 PL 10.6 150 FTG
0.223 IL
17.0 1.0s5 PL 6.2 150 rrTG
0.062 TL
35.1 1.055 PL T2.9 150 FTG
0.237 TL
li.0 1. 055 PL 4.0 150 FTG
0.028 TL
35.1 1.055 PL L2.9 150 FTG
0.237 TL
11.0 1.055 PL 4.0 150 FTG
0.028 TL
11.0 1.055 PL 4.0 150 FTG
0.028 TL
24.2 1.055 PL 8.9 150 FTG
0. 119 TL
35.1 1.291 PL
8. 6 150 FTG
0.089 Tt
35. 1 2.009 PL
3. 6 150 FTG
0.010 Tt
22.L2
4E
34 .72
10.00
3ET
23,50
TB .67
3ET
35,27
5 .46
T
9.96
L2.75
Dana )
PRESS.
SUM.
(PSI)
PF 7.6
PE -4.8 PV O.B
PIPE TAG END ELEV. NOZ.
NODES (FT) (K)
Pipe: 1 7 49 .5 0.0 1 60.6 4.2
Pipe: 2 6 64 .3 0.0 s 60.6 4,2
Pipe: 3 9 49.5 0.0 6 64.3 0.0
Pipe: 4 B 49 .5 0.0 7 49.5 0.0
Pipe: 5 9 49.5 0.0 B 49.5 0.0
Pipe: 6 11 39.s 0.0 9 49.5 0.0
Pipe: 7 10 39.5 0.0 L2 39. s 0.0
Pipe:8 12 39. s 0.0 11 39.5 0.0
Pipe:9 18 29.s 0.0 10 39. s 0.0
Pipe:10 19 29.5 0.0 18 29.s 0.0
Pipe: 11 19 29 .5 0.0 L2 39.5 0.0
Pipe: L2 20 28.0 0.0 19 29.s 0.0
Pipe:13
BFD 23.O 0.0 20 28.0 0.0
PT
(PSI)
28.B 0.0 t6.4 17.0
22.9 0.0 18-.6 18.1
31.8 0.0 22.9 0.0
31.0 0.0 28.8 0.0
31.8 0.0 31.0 0.0
44.0 0.0 31.8 0.0
48.3 0.0 46.6 0.0
46.6 0.0 44.0 0.0
53.3 0.0 48.3 0.0
54.4 0.0 s3.3 0.0
54.4 0.0 46.6 0.0
57.9 0.0 54.4 0.0
6C .2 0.0
57 .9 0.0
PF
PE
PV
PF
PE
PV
5.9
1.6
0.9
2.5
-6 .4
0.3
12.7.
L6.25
3ET
32.85
38.92
5ET
61 .52
3.46
T
11.06
74.54
ET
25.14
34.L2
2E
40.L2
11.2s
E2T
29.45
23.00
2E
32.00
5 .00
E
L2 .60
PF 2.2 PE O.O PV 0.8
PF 0.8 PE O.O PV 0.3
PF 7.8 PE -4.3 PV 1.1
PF L.7 PE C.O PV 0.1
PF 2.6 PE O.O PV 1.1
PF 0.7 PE -4.3 PV 0.1
PF
PE
PV
PF
PE
PV
Pt'
PE
PV
PF
PE
PV
1.1
0.0
0.1
3.5
-4.3 0.s
2.8
-0.6
0.5
0.1
-2.2
0.1
I
rl
Page 3
Date: 06 /25 /1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA .A..
PIPE DATA (cont. )
PIPE TAG
END EI,EV. NOZ. PT DISC.
NODES (FT) (K) (Psr) (GPM)
Pipe: 14
BOR 23.0 0.0 69 .3 0.0
BFD 23.0 0.0 60.2 0.0
Pipe: 15 sER 23.0 0.0 69.5 0.0 BOR 23.0 0.0 69.3 0.0
Pipe: 16 suP 0.0 sRcE 79.7 (N/A)sER 23.0 0.0 69.5 0.0
NOTES:(1) Calculations were performed by the HASS 5.8.0 computer program
under license no. 8115J 49 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30J45
(2) The system has been balanced to provide an average
imbalance at each node of 0.008 gpm and a maximum
irnbalance at any node of 0.125 gpm.
(3) Velocity pressures are printed for infornation only, and are not used in balancing the system. Maximum warer velocity is 12.9 fE/sec at pipe B.
(4) PIPE FITTINGS TABLE
Pipe Table Name: C.PIP
PAGE: B MATERIAL: Copper HWC: 150
Diameter (in)
0.811
1.055
L.291
2 .009
PAGE: D
Diarneter (in)
sp*?^len sYsrEM HYDRAULT. allar,ts
0(GPM) DrA(rN) LENGTH PRESS.
vEL(FPs) Hw(C) (Fr) SUM.
F. L. /Fr (PSr )
FIXED PRESSURE LOSS DEVICE 9.1 psi, 35.1 gpm
35. 1 2 .009 PL 6.42 PF 0 .2 3.6 150 FTG T PE O.O
0 .010 TL 2J..52 PV 0. 1
35.2 3.000 PL 78.50 PF 0,2 1.6 140 FTG ETG PE -10.0 0.002 TL 136. s0 PV 0.0
Equivalent Fitting Lengths in Feet ETLCBGAD
Ell Tee 45 Chkvlv ButVl-v GatVlv AlrnVLv Dryvlv
3.00 4.50 1 .50 7 . 60 9. 10 1 .50 0. 00 0 . 00 3.00 7.60 1.50 7.60 9.10 1.50 0.00 0.00
4. s0 9.10 1. s0 10.60 9.10 1 .50 0.00 0.00
7 .60 15. 10 3.00 16. 60 9. 10 1 .50 0.00 0.00
MATERIAL: DIRON HWC: 140
Equivalent Fitting Lengths in Feet ETLCBG EII Tee LngEI Chkvl Bfyvt GatVI
t
Date: 06/25/L995
JOB TITLE: CAPPY
WATER SUPPLY CURVE
12 0+
110+
100+
0\\\
spntmn sysrEM HyDR.AuLrc **"Q.
RESIDENCE REMOTE AREA "A"
Page 4
\\\
\\\
\\\\
\\\
\\\50.0 psi g 9ZB gpm-> *
Flow Test point
,cl
lt"
90+
I I
uoT-r
I
7O+
\\\
P
R
E
s
s
U
R
E
(
P
s I
)
\\\
\\\
60+
50+
40+
30+
20+
10+
LEGEND
I
1'.v
X = Required Water Supply 79.72 psi e 35.2 gpm :
0 = Available Water Supply 97.90 psi € 3s.2 gpm-
,{.
0++-+---+----+-----+----__+________+________+_________+_________ __ +200 300 400 500 600 7OO 800 eoo 1000 FLOW (cPI.{)
r)
ALL-STAT8 FIRE PROTECTION, INC.
6045 E. -t6TH AVE., *12
COMMERCE CITY, CO. 80022
HYDRAULIC CATCULATIONS
FOR
CAPPY RESIDENCE vArL, coLoMDO
FILE NT'MBER: C95O22B
08/2r/9s
REMOTE
-DESIGN DATA_
OCCUPANCY CLASSIFICATION: NFPA 13D DWEIJLING UNIT
TYPE OF SPRINKLERS: CENTRAL oPTIMA RESTDENTIAL coNcEALED PENDENT
BASIS OF COVERAGE: 20 fE. x 20 ft.
NIJMBER OF SPRINKLERS CATCULATED: 2 heads
MINIMITM GPM REQUIRED pER SPRINKLER: 17.0 gprn
TOTAL SPR.INKLER WATER FLOW REQUIRED: 35.2 gprn
TOTAL WATER REQUTRED (wirh domeeric): 35.2 gprn
FLOW AND PRESSURE (g BOR): 35.2 gpm g 69.3 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: ALI-STATE FIRE PROTECTION, INC.
DESIGN/LAYOUT By: STEVE KYLE
AUTHORITY HAVING JURISDICTIoN: VAIL FIRE PREVENTIoN
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
l
Date: 06/25/1995
JOB TITLE: CAPPY
WATER SUPPLY DATA
spntr,en sysTEM HyDRAuLrc anm,ls
RESIDENCE REMOTE AREA "B"
Page 1
c950228
SOURCE
NODE
TAG
SUP
STATTC
PRESS.
(PSr)
98.0
RESTD.
PRESS.
(PSr)
50.0
FLOW
e
(cPM)
978.0
AVAIL.
PRESS. e
(Psr)
97 .9
TOTAL
DCMAND
(GPM)
35.2
REQ'D
PRESS.
(PSr)
'19.7
AGGREGATE FLOW ANALYSIS:
TOTAI, FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE
OTHER HOSE STREAM ALLOWANCES
TOTAT, DISCHARGE FROM ACTIVE
NODE ANALYSIS DATA
AT SOURCE
SPRINKLERS
L5 .4
18.8
26.5
28.7
3r.7
48.2
43 .9
46.5
53.3
54 .4
57.9
69 .5
69.3
60.2
79.7
35.2 GPM
O.O GPM
O.O GPM 35.2 GPM
NODE TAG
2
3
'1
8
9
10
11
L2
18
19
20
SER
BOR
BFD
SUP
ELEVATION
(FT)
59.3
58 .5
49 ,5
49.s
49.5
39 .5
39 .5
39 .5
29 .5
29.s
28.0
23.0
23.C
23.0
0.0
NODE TYPE
K= 4.20
K= 4.24
SOURCE
PRESSURE DISCHARGE (Psr) (cPM)
17.0
L8.2
35.2
,n*r3"* sysrEM H'DRAULT. *o""*
Q(GPM) DIA(IN) LENGTH PRESS.
PT DISC. vEL(FPS) HW(C) (FT) SUM.
(PSrl (GPM) F.L./FT (PSr)
11
9
eipe: 1
49 .5 0.0
59.3 4.2
P j-pe: 2
49.5 0.0 58.5 4 .2
Pipe: 3 49.s 0.0 49.5 0.0
Pipe: 4 49.s 0.0 49.5 0.0
Prpe: 5
39. s 0.0 49.s 0.0
Pipe: 6 10 39.s 0.0 12 39. s 0.0
Pipe: 7 L2 39. s 0.0 11 39.s 0.0
Pipe: B 18 29 .s 0.0 10 39 .5 0.0
Pipe:9 19 29.s 0.c 18 29.5 0.0
Fipe: 10 19 29.5 0.0 1? 39.5 0.0
Pipe: 11 20 2B.O 0.0 19 29 .5 0.0
P j-pe: t2 BFD 23.0 0.0 20 28.0 0.0
Pi-pe : 13 BOR 23.O 0.0 BFD 23.0 0.0
Date: 06 /25 /1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA "8.'
PIPE DATA
PIPE TAG
END ELEV. NOZ.
NODES (FT) (K)
Page 2
17.0 0.811- PL 15.67 PF 5.8 10.6 150 FTG 2ET PE -4.2 0.223 TL 26.L7 PV 0.8
26.5 0.0
76.4 17.0
23 .7 0.0 18.8 LB.2
28 .7 0.0 26.5 0.0
3t.7 0 .0
28 .1 0.0
43.9 0.0 3I.7 0.0
44.2 0.0 46.5 0.0
46 .5 0.0
43 .9 0.0
53.3 0.0 48.2 0.0
54.4 0.0 53.3 0.0
54.4 0 - 0
46 .5 0.0
57 .9 0.0 54.4 0.0
60 .2 0.0
s7 .9 0.0
69.3 0.0
60 .2 0.0
LB.2 0.811 PL 13.08 11.3 150 FTG 2ET
0.254 TL 23 .58
PF 6.0 PE -3.9 PV 0.9
17 .0 0.81L PL s .46 PF 10.6 150 FTG T PE
0.223 TL 9.96 PV
35.2 1.055 PL t2.9 150 FTG
0.239 TL
12.75
2.2
0.0
0.8
12.7s
35.2 1.0s5 PL L6.25 I2.9 150 FTG 3ET
0.239 'IL 32.85
11.0 1.055 PL 38.92 PF 4.0 150 FTG 5ET PE
0.028 TL 6t.52 PV
35,2 1.05s PL 3,46 PF I2,9 150 FTG T PE
0.239 TL 11.06 PV
11.0 1.055 PL ]-4.54 PF 4.0 150 FTG ET PE
0.028 TL 25.I4 PV
PF 3.0 PE O.O PV 1.1
PF 7.8 PE -4.3 PV 1.1
11.0
4.0
L.7
0.0
0.1
2.5
0.0
1.1
0.7
-4.3 0.1
1.1
0.0
0.1
1.055 PL 34.12 PF
150 TTG 2E PE
0.028 TL 40.L2 PV
24.2 1.055 PL tI .25 PF 3.5 8.9 150 FTG E.zT PE _4.3
0.119 Tt 29 .45 PV 0.5
35.2 1.291 PL 23.00 8.6 150 FTG 2E
0.089 TL 32.00
35.2 2.009 PL 5.00
3. 6 150 FTG E
0.010 TL 72.60
PF 2.9 PE -0.6 PV 0.5
PF 0.1 PE -2.2 PV 0.1
FIXED PRESSURE LOSS DEVICE 9.1 psi, 35.2 gpm
I
Date: 06 /25 / 1995
JOB TITLE: CAPPY
PIPE DATA (cont.
PIPE TAG
END ELEV.
NODES (Fr)
y r-pe : L4
SER 23.0
BOR 23.0
P j-pe: 15 suP 0.0 SER 23.0
SRCE
0.0
NOTES:(1) Calculations were performed by the IIASS 5.8.0 computer program
under license no. 8LL5J 49 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The system has been balanced to provide an average
imbalance at each node of 0.009 gpm and a maxinum
imbalance at any node of 0.123 gpm.
(3) Velocity pressures are printed for inforrnation only, and are not used in balancing the sy6tem. Maximun water veJ-ocity is 12 .9 f t,/sec at pipe 7.
(4) PIPE FITTINGS TABLE
Pipe Table Name: C.PIP
PAGE: B
Diameter (in)
0.811
1.055
7.29L
2 .009
PAGE: D
Diameter
( in)
MATERIAT: Copper HWC! 150
Equivalent Fitting Lengths in Feet ETLCBGAD EII Tee 45 ChkVIv ButVIv GatVlv AlmVlv Dryvlv
3.00 4.50 1.50 7.60 9.10 3.00 '1.60 1.s0 i.60 9.10 4.50 9 . 10 1 .50 10. 60 9. 10
7. 6J 15.10 3.00 16. 60 9.10
MATERIAI,: DIRON HWC: 140
Equivalent Fitting Lengths in Feet ETI.,CBG Ell Tee LngEl Chkvl BfyVI GatVl
1. s0
1 .50
1.s0
1.s0
spntsn sYsrEM HYDRAULTc exar,Os
RESIDENCE REMOTE AREA 'B'
)
NOZ. PT DISC.(K) (Psr ) (GPM)
0.0 69.s 0.0 69.3
79.'1 (N/A)
69. s 0.0
0.0
0.0
Q(GPM) DrA(rN) LENGTH
vEL(FPS) Hw(C) (FT)
F r IE'.n
35.2 2.009 PL 6.42
3. 6 150 FTG T
0.010 TL 2L.52
35.2 3.000 PL ?8.50 1.6 140 FTG ETG
0.002 TL 136.50
0.00
0.00
0. 00
0.00
Page 3
PRESS.
SUM.
(PSr)
PF 0.2
PE O.O
PV 0.1
PF 0.2
PE -10.0 PV 0.0
0.00
0.00
0.00
0.00
Date: 06 /25 /1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA .8"
WATER SUPPLY CURVE
120+
11d+
\\\\
\\\\
Page 4
\\\
\\\\
\\\.
\\\
50.0 psi g 978 g;pm-> *
FIow Test Point
100+0\\\
I
I 90+
spntnn sysrEM HyDRAULTc ANALOs
\\\
\\\
P
R
E
s
s
U
E
(
P
s
I
)
80x
7O+
60+
50+
40+
30+
2O+LEGEND
10+
0 ++-+---+----+-----+------+--------+---_____+_________r___________+
200 300 400 500 600 ?00 8oo 9oo looo Frow (cPM)
X = Required water Supply 79,71 psi € 35.2 gpm
"0 : Available Water Supply r
97.90 psi G 35.2 qprn
rt
ALL_STATE FIRE PROTECTION, INC.6045 E. 76TH AVE., #12
CoMMERCE CITY, CO. 80022
HYDRAULIC CALCULATIONS
FOR
CAPPY RESIDENCE vArL, COLORADO
FILE NUMBER: C95022C
08 /2t /s5
REMOTE AREA .C"
-DESTGN DATA-
OCCUPANCY CLASSIFICATIoN: NFPA 13D DWELLING UNIT
TYPE OF SPRINKIJERS: CENTRAI oPTIMA RESIDENTIAL coNcEALED PENDENT
BASrS OF COVERAGE: 20 ft. x 20 ft.' NTJMBER OF SPRTNKLERS CALCULATED: 1 heade
MINIMUM GPM REQUIRED PER SPRINKLER: 24.0 gPM
TOTAL SPRTNKLER WATER FLOW REQUIRED; 24.0 gpn
TOTAL WATER REeUTRED (wirh domestic) t 24.0 gpm
FLOW AND PRESSURE (g BOR) 2, 24.0 gprn 0 Z?.? psi
SPRINKLER ORIFICE SIZE: ?,/16 inch
NAME OF CONTRACTOR: ALI_STATE FIRE PROTECTION, rNC.
DESIGN/I-,AYOUT BY: sTEvE KYLE
AUTHORITY HAVING JURI'DI.TI.N: VAII.T FIRE PREVENTI'N
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, INC..
ATIANTA, GA
I
Date: 06/25/7995
JOB TITLE: CAPPY
WATER SUPPLY DATA
spntrn sysrEM HyDRAULTc allar.,ts
RESIDENCE REMOTE AREA "C"
Page 1
c95022C
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE
OTHER HOSE STREAM ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE
NODE ANALYSIS DATA
SOURCE
NODE
TAG
SUP
NODE TAG
4
6
9
10
11
L2
18
19
20
SER
BOR
BFD
suP
STATIC
PRESS.
(PSI)
98.0
RES ID.
PRESS.
(PSr)
50.0
FI,OW
e
( GPM)
978.0
AVAIL.
PRESS. E
(PSI)
91 .9
DEMAND
(GPM)
24 .0
24.0
24.0
REQ'D
PRESS.
(PSr)
87.9
AT SOURCE
SPRINKLERS
32.7
38.2
48.8
59.1
56.9
58.2
63.8
64.3
66 ,4
77 .8
77 .7
68.6
87 ,9
24.0 GPM
O.O GPM
O.O GPM
24.0 GPM
ETEVATTON
/E'rF\
64.3
64.3
49.5
39.5
39 .5
39.5
29.5
29.5
28.0
23.O
23.0
23.0
0.0
NODE TYPE
K= 4.2O
SOURCE
PRESSURE DISCHARGE (PSr) (cPM)
,"*,il"u*
'YSTEM
HYDRAULT. ^o"O,
Q(GPM) DIA(IN) LENGTH
PT DISC. VEL(FPS) t1i^J 1g;(PSr) (GPM) F.L./Fr
38-2 0.0
32 .7 24 .0
48. B 0.0 38.2 0.0
Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA..C,.
PIPE DATA
24.0 1.055 PL L6.25 PF 3.9
O. O B. B 150 FTG 3ET PE .4 .3
0.0 0.117 TL 32.85 PV 0.5
PIPE TAG
END ELEV. NOZ.
NODES (Fr) (K)
Pipe: 1 64.3 0.0
64.3 4.2
Pipe: 2 49.5 0.0
64.3 0.0
24.0 0.811 PL
14.9 150 FTG
0.422 TL
,,tt l 24.0 ,1.Oss PL
B.B \*l.GO'FTc
0.117 TL
Page 2
PRESS.
qTTM
(PSI)
PF 5.6
PE O.O
PV 1.5
PF 4.I PE -6.4 PV 0.5
(FT )
2E
13.16
18.67
3Er
35.27
L1
9
10
L2
t2
11
18
10
Pipe: 3
39.5
49.5
Pipe:4
39.s
39.5
Pipe: 5
39 .5
39.5
Pipe: 6
29.5
39.5
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
U.U
c.0
0.0
0.0
0.0
0.0
SRCE
0.0
s6.9
48. B
s9.1
58.2
58.2
56.9
63.8
59.1
61.3
63.8
64 .3
58.2
66 .4
64 -3
68.6
66.4
77.7
68.6
77 .B
77.7
87 .9
77 .8
0.0
0.0
0.8
0.0
0.1
0.5
0.0
0.1
1 .5 1.055 PL 38.92 2.8 150 FTG 5ET
0.014 TL 6L.52
PF
PE
PV
24 .0 0.0 8.8
0.0
7.5 0.0 2.8
0.0
1.055 PL 3.46
150 FTG T
0.117 TL 11.06
1.055 PL 14.54
150 FTG ET
0.014 TL 25.14
PF 1.3 PE O.O
PV 0.5
PF 0.3
PE -4.3 PV 0.1
Pipe
19
18
Pipe
19
L2
Pipe
20
19
Pipe
BFD
20
Pipe:
BOR
BFD
7
29.s
29.5
8
29.5
39.s
9
28.0
29.s
10
23.0
28. O
11
23.0
23.0
7 .5 1.055 PL 0.0 2.8 1s0 FTG 0.0 0.014 TL
16.5 1 .05s PL 0.0 6. 1 150 FTG 0.0 0.0s9 TL
24.0 1.291 PL 0.0 5.9 150 FTG 0.0 0.044 TL
24.0 2.0C9 PL 0.0 2.4 150 FTG 0.0 0. 005 TL
11.25 PF L,7 E2T PE _4.3
29 .45 PV O .2
34.L2 PF 2E PE 40.t2 PV
23.00 PF 2E PE
32 .00 PV
5.00 PF EPE
1,2 .60 PV
L.4
-0. 6
o.2
0.1
-2.2 0.0
FIXED PIJ.ESSURE LOSS DEVICE 9.1 psi, 24.0 gpm
SER
BOR
SUP
SER
Pipe: 12
23.0
23.0
Pipe:13
0.0
23.0
0.0
0.0
24.0
0 .0 2.4
0.0
24.0 (N/A) 1. 1
0.0
2 . 009 PL '6 .42
150 FTG T
0.005 TL 2L.52
3.000 PL 78.50
140 FTG ETG
0.001 TL 136.50
Pr' 0. I PE O.O
PV O.O
PF 0.1
PE -10.0 PV O.O
f/o
,"*1""* sysrEM H'DRAULT. *o"C,Page 3 Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA ,C..
NOTES:(1) Calculations were perforrned by the HASS 5.8.0 computer program under lj.cense no. 8115J 49 grant.ed by
HRS Systems, fnc.
2193 Ranchwood Dr., N.E.Atl-anta, cA 30345
( 2 ) The systen has been balanced to provide an average imbalance at each node of 0.002 gpm and a maximum irnbalance at any node of 0.0?B gpn.
(3) Velocity pressures.are printed for information only, and are not used in balancing the 6y6tem. Maximum water vetocity is 14.9 fL/sec at pipe 1.
(4) PIPE FITTINGS TABLE
Pipe Table Name: C.pIp
PAGE: B MATERIAL: Copper HWC: 150 Dianeter Eguivalent Fitting Lengths in Feet (in) E T L C B G A D 811 Tee 45 ChkVlv ButVlv Gatvlv AlmVlv DryVlv
0.811 3.00 4.50 1.50 7.60 9.10 1.50 0.oo o.o0 r.055 3.00 7 .60 1.50 7 .60 9.10 1.50 0. oo 0.00 L.291 4.50 9.10 1.50 10.60 9.10 1.50 O.O0 0,00 2.009 7.60 1s.10 3.00 16.60 9.10 1.50 0.00 0.00
PAGE: D MATERIAI,: DIRoN HWC: 140 Dj-aneter Equivalent Fitting Lengths in Feet (in) E T L c B G EII Tee LngEL Chkvl Bfyvl GatVl
rr
,"*rt,r*
'YSTEM
HYDRAULT. **"t
Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA 'C"
WATER SUPPLY CURVE
12 0+
110+
Page 4
\\\
\\\
\\\\
\\\50.0 psi e 978 !Jpm-> *
Flow Test Point
100+0\\\
90+
x
P 80+
R
E
D
u
R
(
P
s
)
s 70+
I 50+
60+
40+
30+
I
I
I 20+LEGEND
X = Required Water Supoly
87.88 psi € 24.0 gpm
10+0 = Available Water Suppty
97.95 psi € 24.0 gpm
0 ++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 s00 600 700 800 900 1000
FLOW (GPM)
rl
ALL-STATE FIRE PROTECTION, INC.
6045 E, 76TH AVE., *12
CoMMERCE CrTY, CO. 80022
HYDRAULIC CALCULATIONS
FOR
CAPPY RESIDENCE
vArL, coLoRADO
FILE NUMBER: C95022D
08 /2L/e5
REMOTE AREA 'D'
-DESIGN DATA-
OCCUPANCY CLASSIFICATIO.II: NFPA 13D DWELLING uNIT
TYPE OF SPRINKLERS: CENTRAL OPTIMA R.ESIDE:{TIAL CONCEALED PENDENT
BASIS OF COVERAGE: 20 fL. x 20 ft.
NLTMBER OF SPRINKLERS CALCULATED: t heads
MINTMT,JM GpM REQUIRED pER SPRINKLER: 24.0 gpm
TOTAI. SPF-INKLER WATER FLOW REQUIRED: 24.0 gpm
TOTAL WATER REQUIRED (with domestic): 24.0 gpm
ri-ow AND PRESSURE (e BOR)z 24.0 gprn e 70.8 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTPJ,CTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: STEVE KYLE
AUTHORITY HAVING JURISDICTION: VAIL FIRE PREVENTIoN
CATCULATICNS BY HASS COMPUTER PROGR,A}{
HRg SYSTEMS, rNC.
ATLANTA, GA
,n*l"r* sysrEM H'DRAULTC *o"t,Date: 06 /25 / i995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA "D"
WATER SUPPLY DATA
Page 1
c95022D
SOURCE
NODE
SUP
STATIC
PRESS.
(PSI)
98.0
RES ID.
PRbSS.
(PSI)
50.0
FLOW
0
(GPM)
978.0
AVAIL.
PRESS. E
l PSI )
97 .9
NODE TAG
10
11
t2
13
15
17
1B
19
20
SER
BOR
BFD
SUP
ELEVATION
(FT)
39 .5
39.5
39 .5
42.3
42 .4
26.s
29.5
29.5
28.0
23.0
23,0
23.0
0.0
NODE TYPE
K= 4.20
SOURCE
AT SOURCE
SPRINKLERS
51.5
52 .6
52.6
32.7
40. s 5I.2
55.4
57.5
s9. s
71.0
70.8
6I.7
81.0
TOTAL REQ'D
DEMAND PRESS.(GPM) ( PSr )
24 -O 81.0
24.0 GPM
O.O GPM
O.O GPM 24.0 GPM
24.0
24.0
AGGREGATE FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAM ALLOWANCE
OTHER HOSE STREAI.{ ALLOWANCES
TOTAL DISCHARGE FROM ACTIVE
NODE ANALYSIS DATA
PRSSSURE DISCHARGE
(PSr ) (cPM)
Date: 06
JOB TITLE
PIPE DATA
PIPE TAG
END
NODES
PT DISC.(PSr) (GPI.I)
ELEV. NOZ.(Fr) (K)
1 42.4 0.C 42.3 4.2
2 26.5 0.0 42-4 0.0
3 29.5 0.0 26.s 0.0
5 39.5 0.0
39 .5 0.0
6 29.5 0.0 39.s 0.0
29.s 0.0 29.s 0.0
B
29.5
39. s
9
28.O
29.5
10
23.0
28.0
11
23 ,0
23.0
I2
23.o
23.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
tn*|."r* sysrEr,i HyDRAuLrc o*orf ,Page 2 /25/le95
CAPPY RESIDENCE REI.IOTE AREA "D"
PRESS.
SUM.
(PSr)
PF 1.9
PE O.O
PV 1.5
P.rpe
15
13
Pipe
I7
15
Pipe
18
t7
24 .0 1.0 14-9
24 .0
24 .0 0.0 B.B
0.0
24 .0 0.0 8.8
0.0
-8.6 0.0 3.2
0.0
0.0 0.0 0.0
0.0
-8.6 0.0 3.2
0.0
15.4 0.0 5.6
0.0
0.0
0.0
Q(GPM) DrA(rN) LENGTH
./EL(FPs) Hl,i(c) (FT)
Pipe: 4 10 39. s 0.0 t2 39.5 0.0
F- T /t|6
0.811 PL B-29
150 FTG 2ET
Q.422 TL 18.79
1.055 PL 2I .25
150 FTG ET 0.117 TL 31.8s
1.055 PL 32.08
150 FTG 5E 0.117 TL 47 ,08
1 .0s5 PL 38.92
150 FTG 5ET 0.018 TL 6L.s2
1 . 055 PL 3.46
15C FTG T 0.000 rL 11.06
1.055 PL 14.54
150 FTG ET 0.018 TL 25.t4
1.055 PL 34.L2
150 FTG 2E
0.0s1 rL 40.12
40.5
5L,2
40. s
55.4
5L.2
51.5
52 .6
52 .6
52 .6
s5 .4
51.5
57 .s
55 .4
57 .5
52 .6
s9 .5
s7.5
61 .7
59.5
70.8
6I.7
71.0
70.8
81.0
71.0
3.7
-6. 9
0.5
5.5 I.3
0.5
PF 1.1
PE O.O
PV 0.1
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
Pipe
T2
11
Pipe
18
10
pipe
19
18
Pipe
19
72
Pipe
BFD
20
Pipe
BOR
BFD
Pipe
0.0
0.0
0.0
0.4
-4.3
0.1
2.7
0.0
0.2
0.5
-4.3
0.1
Pi-pe:
20
19
8.6 1 .055 PL 11.25 PF O.O 3.2 150 FTG E2T PE 0.0 0.018 TL 29.45 PV
24,0 1.291 PL 23.00 0.0 5.9 150 FTG 2E 0.0 0.044 TL 32. OO
PF 1.4 PE -0.6 PV 0.2
24.0 2. 009 PL 5.00 PF 0.1 0-0 2.4 150 FTG E PE _2.2.0.0 0.005 TL t2.60 P\' 0.0
PIXED PRESSURE LOSS DEVICE 9.1 psi, 24.0 gpm
SER
BOR
SUP
SER
24.0 2.009 PL 6.42 PF O.O 2.4 150 FTG T PE 0.0 0.005 TL 21.52 PV
0.1
0.0
0.0
13 0.0 sRcE 23.0 0.0
24 .0 (N/A) 1.1
0.0
3.000 PL 78.50 PF O. 1 140 FTG ETG PE _10.0
0.001 TL 136.50 PV 0. O
P.i-pe
NOTES:
( 1) Carcurations were performed by the HAss 5.8.0 cornputer program under license no. 8115J 49 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.Atlanta, cA 30345
(2) Jhe systen has been bal"anced to provide an average irnbalance at each node of 0.007 gpm and a maximun irnbalance at any node of 0.081 gpm.
(3) velocity pressurea,are printed for informati-on onl-y, and are not used in balancing the system. Maximum water vltocity is 14.9 ft/sec at pipe 1.
spnlr,sn sysrEu HvDRAULTc ANALTG Page 3 Date: 06/25/1995
JOB TITLE: CAPPY RESTDENCE REMOTE AREA "D"
(4) PIPE FITTINGS TABLE
Pipe Table Name: C.pfp
PAGE: B MATERfAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths (in) E T L c B EIl Tee 45 ChkVlv Burv1v
0.811
1.05s
T.29L
2.009
PAGE: D
Diameter
( in)
in Feet
GAD
GatVIv AImVIv DryVIv
1.50 0.00 0.00 1.50 0.00 0.00 1.50 0.00 0.00 1.50 0.00 0.00
3.00 4.50 1.50 7.60 9.10 3.00 7.60 1.50 7,60 f.io 4.50 9. 10 1. s0 10. 60 9 . 10 7.60 15.10 3.00 16.60 9.lo
MATERIAL: DIRON HWC: 140 Equivalent Fitting Lengths in Feet ETLCBG Ell Tee tngEl Chkvl Bfyvi GarVl
,r*,i,r* .YSTEM HYDRAULT. *o""1
Date: 06/25/7995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA "D..
WATER SUPPLY CURVE
120+
110+
100+0\\\
Page 4
\\\
\\\
\\\\
\\\
\\\
50.0 psi g 978 gPn->
Flow Test Point
90+
80x
70+
60+
50.|
40+
30+
P
R
E
s
s
U
R
E
(
P
s
I
)
2O+LEGEND
X = Required Water Supply
81.03 psi € 24.0 gPn
10+0 = Available Water supply
97.9s psi € 24.0 gPm
0++-+---+----+- -----+------+--------+--------+---------+-----------+
200 300 400 500 600 700
FLOi{ (GPM)
800 900 1000
ALL_STATE FIRE PROTECTION, INC.
6045 E. 76TH AVE., #12
CoMMERCE CITY, CO. 80022
HYDRAULIC CALCULATIONS
FOR
CAPPY RESIDENCE
VAIL, COLORADO
FILE N['MBER: C950228
08/2L/95
REMOTE AREA '8"
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: NFPA 13D DWELLING UNIT
TYPE OF SPRINKLERS: CENTRAL OPTIMA RESIDENTIAL CONCEALED PENDENT
BASIS OF COVERAGE: 20 ft. x 20 ft.
NUMBER OF SPRINKLERS CALCULATED: 2 heads
MINIMt'M GPM REQUIRED PER SPRTNKLER: 17.0 gpn
TOTAL SPRINKLER WATER FLoW REQUIRED: 35.1 g:pn
TOTAL WATER REQUIRED (trith domeetic): 35.1 gprn
FLOW AND PRESSURE (g BOR): 35.1 gpm e 59.1 psi
STRINKLER ORIFICE SIZE: 7/16 inch
NAME OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN,/LAYOUT BY: STEVE KYLE
AUTHORITY HAVING JURISDICTION: VAIL FIRE PREVENTION
CAI.,,CULATIONS BY HASS COMPUTER PROGRA}4
HRS SYSTEMS, INC.
ATI"ANTA, GA
Date: 06/25/1995
JOB TITLE: CAPPY
WATER SUPPLY DATA
spnftr,nn sYsrEM HYDRAULT. allelts
RESIDENCE REMOTE AREA '8"
Page 1
c9s022E
FLOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAI-, HOSE STREAM ALLOWANCE
OTHER HOSE STREAM AI-,IOWANCES
TOTAI-, DISCHARGE FROl,l ACTIVE
NODE ANALYSIS DATA
SOURCE
NODE
TAG
SUP
NODE TAG
10
11
L2
t4
t5
i6
t7
18
19
20
SER
BOR
BFD
suP
STATIC
PRESS.
(PSr)
98.0
AGGREGATE
RES ID.
PRESS.
(PSr)
50.0
FLOW
e
(GPM)
978.0
AVAIL.
PRESS. O
(PSr)
9'l -9
TOTAL
DEMAND
(GPM)
35.1
18.1
17.0
3s. 1
REQ'D
PRESS .
(PSI)
70.1.
AT SOURCE
SPRINKLERS
35.1 GPM
O.O GPM
O. O GPM
35.1 GPM
ELEVATION
(FT)
39.5
39.5
39.5
42.L
42.4
41.5
26.5
29.s
29.s
28. 0
23.0
23.0
23.0
0.0
NODE TYPE
R= 4.20
K= 4.20
SOURCE
PRESSURE DISCHARGE
(PSr ) (GPM)
37 .2
39 .4
39.4
18.5
2t.7
16.4
30.8
40.7
44.8
48. 3
59.9
59.7
50. 6
70.1
,n*-Q"u*
'YSTEM
HYDRAULT. *o"O,
Q(GPM) DIA(IN) LENGTH
PT DISC. VEL(FPS) HW(C)
(PSr) (GPM) F.L.,/Fr
18.1 0.811 PL
0.0 2r .7 0.0 lL .2 150 FTG
4.2 18.5 18.1 0.250 TL
0.0
0.0
0.0
c.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA "8"
PIPE DATA
18. I 1- oss PL 2I.25 PF
0. 0 6 .6 150 FTG El PE
0.0 0.070 rL 31.85 PV
!7 .0 0.811 PL 23. s0 PF 7 .9
0.0 10.6 150 FTG 4E PE -6.5
17.0 0 .223 ''rL 35. s0 PV 0. B
35. 1 1 .0s5 PL 32.08 PF ll.2
o. o 12.9 150 FTG sE PE 1.3
0.0 0.23'l TL 47.08 PV 1.1
3s. 1 . 2 .009 PL 5.00 PF 0. I
0.0 3.6 150 FTG E PE -2.2 0.0 0.010 TL 12 . 60 PV 0. 1
FIXED PRESSURE LOSS DEVICE
9.1 psi, 35.1 gpm
0.2
0.0
0.1
Page 2
PIPE TAG
END ELEV.
NODES (F1)
Dina. 1
t-5 42.4
L4 42.r
NOZ.
(K)
(FT)
5 .62
ET
l-3.t2
PRESS.
qIIM
(PSI)
PF
PE
PV
11
15
Pipe: 2
26.5
42 .4
3.3
0.1
0.8
L.Z
-6.9
U.J
30. B
2t.'t
30.8
L6 .4
40 .7
30.8
31 .2
39 .4
39 .4
39 .4
40 .7
37 .2
44 .8
40 .7
44.8
39 ,4
48.3
44.8
50.6
48.3
59.7
50.6
59.9
59.7
Pipe.: 3
t'? 26.5
t6 41 .5
Pipe: 4
18
17
10
t2
29.5
26.5
Pipe: 5
39.5
39. s
1.oss PL 38.92 PF 2.2
150 FTG 5ET PE O. O
0.036 TL 67.s2 PV 0. I
Pipe: 6 t2 39.5 11 39 .5
Pipe: 7
18 29 .5
10 39.5
Pipe: 8
L9
18
29.5
29.5
Pipe: 9
19 29 .5
12 39.5
Pipe: 10
-tz.b 0-0 4-6
0.0
-LZ-O 0.0 4.6
0.0
0.0
0.0
PF 2.8
PE -0.6 PV 0.5
0.0 1.05s PL 3.46 PF
O.O O.O 150 FTG T PE
0. 0 0 .000 TL 11.06 PV
0.0
0.0
0.0
1 .055 PL 14.54 PF 0.9
150 FTG ET PE _4.3
0.036 tL 25.I4 Pr,' 0.1
22.4 1.055 PL 34.r2 PF
O. O 8.2 150 FTG 2E PE
0. 0 0. 104 TL 40 .I2 PV
L2.6 1.055 PL II.25 PF
O.O 4.8 150 FTG E2T PE
0.0 0.036 TL 29.4s PV
4.2
0.0
0.5
1.1
-4.3
0.1
ZU
19
28.0
29.5
35.1 1.291 PL 23.00
0.0 8.6 150 FTG 2E
0.0 0.089 TL 32.00
Pipe: L1
BFD 23.O
20 28.0
Pipe: 12
23.O
23.0
Pipe: 13
23 .0
23.C
BOR
BFD
SER
BOR
35.1 2.009 PL 6.42 PF
O. O 3.5 150 FTG T PE
0.0 0.010 TL 21.52 PV
'l ,r I spnrl.nn sysrEM HyDRAULTc ANALyn paqe 3
Date: 06/25/1995
JOB TITLE: CAPPY RESIDENCE REMOTE AREA .'E"
PIPE DATA (cont. )
PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS.END ELEV. NOZ. PT DISC. VEL(FPS) Hw(C) (FT) StJI'l .
NODES (FT) (K) (PSr) (GPM) F.L./F? (psr )
Pipe: L4 35.1 3.000 PL 18,5U PF 0.2
sup 0.0 sRcE 70.1 (N/A) 1.6 140 Frc Erc pL -10. 0 sER 23.0 0.0 59.9 0.0 0.002 TL 136.50 pv 0.0
NOTES:(1) Calculations vrere perforned by the HASS 5.8.0 computer program
under .license no. 8115J 49 granted by
HRS Systems, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The system has been balanced to provi-de an average
irnbal-ance at each node of 0.014 gpm and a maximum
inbalance at any node of 0.185 gpn.
(3) Velocity pressures are printed for information only, and are not used in balancingl the system. Maximun water velocity is I2.9 fX/eec aL pipe 4.
(4) PIPE FITTINGS TABLE
Pipe Table Name: C.PIP
PAGE: B MATERIAL: Copper HWC: 150 Diameter Eguivalent Fitting Lengths in Feet (in) E T L C B G A D EII Tee 45 Chkvl.v ButVIv catvlv AlmVlv DryVIv
0.811 3.00 4.50 1.50 7.60 9.10 1.s0 0.00 0.00 1.055 3.00 ?.60 1.50 7.60 9.10 1.50 0.00 0.00 L.29\ 4.50 9.10 1.50 10.60 9.10 1.s0 0.00 0.00 2.009 7.60 15.10 3.00 16.60 9.10 1.s0 0.00 0.00
PAGE: D MATERIAI.,: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B c EI1 Tee LngEl Chkvl BfyVI catvl
I rt I
P
R
E
s
s
U
R
l!
(
P
s
I
)
1 10+
90+
80+
70X
60+
50+
40+
30+
2O+
10+
,""l,"r* sysrEM H'DRAULT. *o"O.Date: O6/25/1995
JOB TITLE: CAPPY RESIDENCE REMoTE AREA
WATER SUPPLY CURVE
l2 0+
100+0\\\
Page 4
\\\
\\\
\\\
\\\\
\\\
\\\50.0 psi g 974 gpm-> *
FIow Test poi_nt
\\\
\ \\\
\\\
LEGEND
X - Required Water Supp1y
70.12 psi € 3s.1 gpn
,:
0 - Available Warer SuppJ.y
97.90 psi 0 35.1 gpn
0++-+---+----+-----+------+- -----__+________+_________+___________+200 300 400 500 600 700 800 9oo 1oo0
FLOW (cPM)
o
ALLSTATE FIRE PROTECTTON. INC.
6045E T6THAVE #12
COMMERCE CITY. COLORADO 80022
Telepl,one (303 ) 288-3901
F':r\ { 3(t.j) 2lJl{- I 9.1()
CAPPY RESIDITNC:E
FIRE SPRINKI FR SYSTEM PRODUCT LITERATURE
PIPE AND FITTINGS
A.) Typc "M" Coppcr Tube
B.) Soldcr Joinr Coppcr & Brass Firrings
SPRINKLER HEADS
A.) Central Optima Rcsidential Conccalcd pendens
B.) Cenrral CBR-2 Residential pendcnts
VALVES
A.) Watts #909-Ml 2" Reduced prcssure principlc Backllow prcventer rr.ith
B,) United Brass #125S Globe Valvcs and #1265 Angle Valves
C.) United Brass #76 Gauge Tesr Valvcs
D.) Waus #FP53L l/2', pressure Relief Valve
ACCESSORIES
A.) S1'sten Sensor OSY2 Supervisory Srvitch
B,) Pottcr Elcctric Signal "VSR-F" Vane T1,pc Waterflou. Alarnr Srvitch
C.) Tolco Fig 200 Trimlinc Adjusrablc Srvivel fung Hangers
D.) Argco ltem { 3/8" Sicel Eyc Sockcr
E.) Tolco Fig. lt)O 3/8,'All Thrcao Rod
F.) Sncct & Donaldson #401 Whire Sprinkler Canopy
#909AC Air Cap
VAII FIRE I Aj,;-;*Ff#RT^.ENT
,,,
FHffiH
SPR
Introduction of Contents
' , '):i.:)i j;. f.OrntlinalrCrt Ol CcOrtrtrrry ;]|(, v{trlt;tir :,,,' '::1::t|i!:dly rn llipinrr sysl{}nls Wrllr r t: , I ;i I I I r:. I I , ; i ;
.': ',:-'t i;,': 3:l InC (lrJ,llrIr)S vrltiClt lr:tvr' l;t(jc ll lll..': '\ t):ttt'! ;t1)plrt;;lrrlr I nlilvr, jl:; ltilrlrl,,, lor tr,:,.i.''":, .,i;tt;,tr lt;r, l(iil) i,-,t-)r)lt, lrr;rj.IrJ,,,;,11L11;..
sprinkler system in a
building being in-
electric resistance
lrllri)illJClr()rl
l.l l l)/r ljl;rrt1,rr j .
, ir:J l,4otJ,-,1 (.rr' i ,
i,r'y1r1r,,; ,; llry rr! lrl
I .t,,r't)l li. ;r: ', ;
'' llttl"' l'1;;';' l:'
,irrrJ l: rilrrri;r,
. Jorrrrnr) Ir,r;itnr) ;,,
l)ir;tltnq \..,ti11
l.lpacc i,irrrila tro l.t
[)(]rlorrnanCC ........ .
Ir-,clrrtrcal Data.. . ... ..
I ube Cltaractc rrslrc:;
Friction Loss Tabtcs o
F rrclion Losses.
f:ittings and Vatves . . 1O . Tubc Bcndrng Guide r0 , Hanger Spacinq . 10 . I'ianger Sizinq 10 ' Soldering and Brazing . 1 i
Material Specif ications .. r I
Figure 2. Copper is very effective in residen-
tial applications, such as this multi-
family unit.
1.'.: . lit.i:) ,.
' );):t:: | , t|)i','... ". .:ti ) (,olnl),1(_i !..,iiti.lI tj;lj;rj:, ;, )tl( ,jiiir; r:L1l r' ,i.i!;t:ro:: a\t\a -- .t:a; r)f) lilr) Sl);i(:(t i,:r:rJ ,ri lo ir)s1:tll llll)rr [] |ar;l I t'1,,:(,i ;)tt :).', (,r:):).::3r, ll,lltS Cirrr I)rr ccorrorttrc;tlly i,:lrrrr;.-tlr:rJ ll,,:;ol(ltfrite or t)r,iziig usllrt convollltonal cqrriJtrrtrrril or cleclrrc r,r s;rslancc toolS. Jorirng rs done wilfl stand;trd fi irrr]:; or nrechanrcal tce-pullrng devrces. BenrJng and fornring of thc tuLr: rs easy rluc lo copper's ductrliiy Modificalion and rcpai is sirnplifrr.lcl lrr occrr prerj spaces the jnstallation is clean and coppcr can be easilv fit into tillht spaccs and around fixtures. The corrosion rorl.io^i" of coppcr, both externai and internal, helps to maintain a neal ap pcarance and provides superior flow ch a racte ristics.In terms of installed costs and material integrity, copper pro.vides a lorv maintenance project with excelteni eJonomy. The re_sult is Ueneficial to everyone from the conlra.lor io the OuitOing ow ne r.
Figure 1. Copper fire
commercial
stalled with
heating.
NFPA Standard and Model Code Acceptance
IJI i','. .,1);i:Ot'rli; .' .t).'.,. .:
of lrr:iri ii.r:.trri (.,', , ii,.,,' .
wilil l.:) r, j.:r.ClrO , it;' ..'.
ColtP'lr sYsierrs i;;;.'il beer r:l
rcliable se rvice ior cecaoes.
due to superro r pe ':ormence
ano economy.
NFPA 13, Stancard for the
InStallation of Sprin,.ler Sys-
tems, Light Hazarc Occupan
cies (Section 1 7.2t rncludes rhe
follovrrng types of o.:cupa ncies:. Apartments . Churches . Clubs/Restau ranis . Dormitories . Du,'lllings
, l lospilals . l-lotels & Motels
.Inslrlltllons
. I J rr r:;inq llonrr::;
. ( tllrrL: []r r rili rr r rl::. i 'ri lllrr: {llrldul(l:;. tloouring l lou:;r r:,
.liclrools
" Iownlrouses
1963 Tlre National l-ire Prr-l
lcction Association (Nl- PA)
includes hanger spacings for
copper conductors in NFPA 13
(Section315.1.11).
1968 NFPA approves Type L
copper tube as a conductor
(Seclion 3 1.1.4), revises the
hanger spacings, approves
lorcll brazing, and recognizcs
copper's excellent corrosion
resistance.
1969 Copper Development
Associalion begins a full scale
lrrr) lc3: proQrilnr aintcd at lind-
rnq ll)e most funclional and
(:os1-e iiii(:lrvil 5y 5le ri,
197n l',li:l)i lli rSecticrrs 3,
1 j j ,;' :l i I ,1 I l|)C]t]orl3 Uirl Ol
i','p':.,, r.;titr-) i.i r;rtl.tit,rr ,l:, Stltl'
,rtrlc r;irtttiUcioi:-' itttd litc usc of
lypr: 95 5 lirr ;rrtlitnony soldt-'r
iOr lorrrflQ cOppCr tube anCl
furtings (Section 3-1.1 .l).
'| 976 Composite copper-
steel systems are accepted
vlhere steel :'isers supply cop-
per branch lincs in high-rise
buiidings.
1980 NFPA 13D is published
for one- and two-family dwell-
ings, and approves the use of
copper.
1989 NFPA 13R for residen-
tial occupancies up to iour sto-
rres, is published approving the
use r,.,1 copper_
i" Natonal Frre Proleclron;s:acraiior. 3ziiaryanarch Pa.\. Ourncy. i A O?269
NBC - Natirxral Buittng Code: &ritdrE
Offciats and Code Administratocs
Internatonal. 40151 West Flossrnore
Road, C.xrntsy Ctub Hilts. tL 604Z/
SBC - Standard Buitdirq Code: Souttrem Buitding
Congrejs Intemanonat, Inc.. 9OO Monldair
Road. Eirmingham. AL 35Zt 3
UBC - Uni(orm Euildif€ Code. lnternational conference of Buffiing Off|cals. 5360 South woftman Mi Boad. whiflier, cA 9o€ol
Figure 3- NBC, SBC, and UBC recommend standards that are the bases tor state and local code re-quirements- Regulated by strict codes for safetv and durability, copper is rcadily accepted
in lhe fire sprinkler industry. BuiHing code officals recognize c6iperi tinre p.oveir qtalities.
Copper's [Jerref its
i,. r;, , o l I i.rr rrlli rr q
:,)t'tl
:
: ..: . .:., r;. .:.
': ).) ) | i)t lt,lvrt iitr; ii,tliri.ir'
lri,t:;lri; rror tirrt lvltrji,l oi ,i,,..
lri orl t;llc :;loriiclc. col)p\)t \,.): j.:
Lr n likc pla:;lic altcrn;_rlivi::;. l-
unelif0cted by L'xposurc to s r:r ligirt Copper will not suppcr:
corlrt)LJSlton or prodUcC tO) r{
g ases.
Comparisons to stecl in !.,,a1
lhickne ss and weight shoyr
a noll)er advantage ol c.oppc:
)nrAler prpe srzes can be
used, which means grcalcr
jrtl;i ' ).tt' .:' il/l rJr,.ri)lt
. l:t: : ) Ji'': .. ll f;, t;i i;
i)rlill,,'.' ilr )rji ir:o.ilJcItO k,,.,;,,S,u
iir{) iUt),_.()i c;IJS[iq il lO COl,
l;rpsr: ili:rrdtnq in thc ficld can
i;r: done ccld using l)and toots.
,']|ld sltoD ttenciing may utilize
rjither hand or power bending
nrachrnes Fabrication of cop-
per is possrbte in a very small
rvork area. Heavy pipe thread-
rncl nrachines are replaced with
portable. r:asy-to-use hand
lools, so lob siic cleanliness
is f acilitated,
llarrgers, Supports
arrd Fittinqs
)i)i)'tl :;l. li.';:r :,:tj,.)tit.:
l r , :'. . . ' I t ; i r t rl , ) r :: it.trj tur),)ot 1.-
llr;l'r do ltlaslrc pror,g syslcms
l)o:,,'ls(.' oi lirr_. rrc;drly of cop
pc. In gcrnerai. ai I0ast onr_l
hanoer is required for oaclr
horrzontal tube iungth inslalled
[:or hanger spacino detail, see
Table 5, page 10.
Tube straps. U-hooks, or
periorated straps are all ac-
cepiable hangers rvhere struc.
tural conditions permit Flal iron
(steel band) hangers, ring
nanoers, and clevis hangers
may also be employed and are
macje to copper tube sizes.
Standard pipe siie (SpS) steel
band and ring hangers can
also be used. Special plating or
painting of ferrous hangers is
not required when used with
copper tube since the potential
for galvanic corrcsion of the
hangers is slight, except in wel
or conosive atmosphgres, for
example, where special coated
sprinklers are required.
Pressure fittings are avail-
able in all slandard tube sizes
and in a wide variety ol pat-
terns. Typically, with copper
systems the fittings are smaller
than with steel or plastics_
. . ,.,''t
Sch.40 Steel
lbs.
'Weighl is based on pounds per linear foot for 2-oranreter I'Ibe and/or pipe, iocludin_o water.
Figure 4. Comparative wall thicknesses and weights of copper tube vs. steel pipe.
Figure 5. Typical fiftings used in copper fire 50.,n*,n,. installations.
'Joining Techniques o
Copper tubr: anri firlrrrr;s art:
;oined metallurqicrlly try soldrtr,
rng or braztng and arL lcax-rrltc
due lo the positiv,: nrt'laIic
trorrded lorni:;. l)old,;iirtrl anrJ
Iiralut(l ;rrr: f;isl ;lnrl',rilrrtri;n:
Inclltoori ol lttrrrrnrt !.,/rii) ,1;1liJ
ar0 lorrjlt,J:t itrrii;t v, r1_,ly OI
gaScs, f acilitatirrg hrlir l;rorJlr:
trvily on thc job sitr
There are also elcclric resrsl_
ance soldering and brazrng hand
tools whrch employ healrng erec_
trodes lor iorning tube and lrt_
tings (fig. 6). The lools are tight-
weight and should be consroereo
wnen an ooen flame is a concern.
Another advancemenl in join_
ing technology is a hand tool
designed to enable the quick
pulling of tee conneciions and
outlels, thus reducing lhe num-
ber of tee fitlings and brazed
lornts (Fig /) Tlris state_of_lhe.
arl forming mctlrod shorlens the
Irrrrc necded lo allacll r9e Jornis.and branches can b6: [orm.6 4
lo 1., lrnres faster. Savings of
1O% ..i 25./,, oi on Silri cosls
ir:lv{) t),t{ lll rJolr1;1111111,-,J.
/\ L)r.,, t{tcil;}l,ital lc nna .:,
v1..,
lrirn lor copl)cr luitc oflers a
r)r;tclrcil | ,lllcrnalr,.,e to soldering
arrcl ltrazrng large diameter IuDe.
Grooved.end piping has been
Iamilar to pipe fitters and sprink-
fer syslem contractors for many
years. Since 1925. lhis method
of joining pipe has been used
reliably on sleel and iron oioe in
HVAC, fire proteoion, prdcbss
prprng and related applications.
Now this method of mechanical
joining is available in a system
for copper tube in sizes iom 2,lz
ugh 6 irrches (Fig B) Includ-
are copper @uplings. 45 and
90 degree elbows, straiqhl tees
and qrooved f lange adaplcrs
Finally . a crpper sysienr can
be tested wilho(rl delay inrnrecji.
;rlelv atler it has bccn co t
0lclcrJ lf a loak does occur, thrj
a,r'sitn) c;Il ll,_. :rllter drlt;tt:d al
Qtt,^'r..irozr:n ln lllC ,tr{t;t of Ilt{l
Jorni ar)d prornptly rcpaired
Dealing with Space
Limitations
Figure 6. Electric resistanc.e hand tools are suitable for soldering or brazing copper tube. --'-
^ Buildings wilh Light Hazard
Occupancies are often desrqneo
wilh severe mechanical spale
lrmrtatrons. Copper's excellent
properties nol only allow smaller
prpes to be used, bul also allow
the tube lo be berrt to bypass
obslruclions if necessary. Con_
necttons are clean and easy and
can be made in very tight
spaces. This becomes a sionifi-,
cant advantage in relrofit in"stat- :
lations.-FreQuentyrdetails oi tne :
actual mhstiuction:site]mayhiti,
exactly.matdr the drawingd..Lasl :
mtnute design chang,es maibe '
needed. lf mpper is-used, j6b
charges are rarely a prob6m
because the syslem can be ad-
lusted in the field to accornmo-
date variatiors frorn lhe plans.
Only danga thatareithin the
limitafons of your hydnulic cal_
culaticns should be made.
Mecfianical grooveG
endloining system
for copper piping.
Figure 7. Hand-held tool for pulling ouflets to quickly form lee connections-
Performance
llt,'
(Jllrrr' :
:ly:i1,'r;
/'f l.r l|,
''t)tli:
i;.i,:i..
i);.:t.;t):
: r5 rtr.d 11r,,rl ;ritt.1it,,;1
i )',, (.ol)i)cr lrr': Litirrtklr:r
. r,IIitI)()|i;trIi i') |v1liy
."', j 'i1,,, ,' ;)i ,,rjl,
' : , . I | / 1 I i I I j a;.,.. ' . . . rti)lt
''':l . i'ti:' ":\-tt: t
(;Oi,:r.. : ii)tit(l rjJlt,:)r.: ...,..-i,l
l,-,lti l-(r: -il:ijr1l(J lo rj;,-r:t.:r).: lrO t
rtern,: ;flai uxtr:rrtal corrost0f I
ll cloes nr,i rlevelop intcrnal
surlJcu r0u(llItt]ss 0r e x,)ur I
L'ncc a gradual narrovring of
re passage caused by internal
corrosror,. The ootential for
plugging of sprrntiler head ori_
f ices and small diameter
branch lin es is signifrcantly
reduceo with copper tube srnce
the normal thin, proteclive cor-
rosron irlm in the tube bore
does noi ilake off. This also
redrjces ihe need fcr periodic
,lll'lr j {)lj'ri l
,-tj,:, r frtr)lti,,'
'il, t' ;i i .Ji '
:l 1,,':rr.
,r;llri :: ,l:iii.).;:, . .,:.,
llt.t :,|i),1|.)r i ,,r,,,,, t.,;lr ; :,
col)i)r)r l),rlnilr. :.:ijltLjttrj r.;,,i,
;irrri lcr:rj ,rr;ln srir)(-l in rrr,:rr;,
Irydraulically c;rlc ulatecl sy,,
tenls. In pipe schcdule systclits
this advantaqe rs reflecleo rn
lhe increased nurnber of sprn.
klers pernritted by appticabte
standards for copper lines or
two-inch and larger. Further,
nrore, NFI,A recognizes lhe
use of r/o inclr co;l1ter lutle rn
sprinkler applications while the
miniurn sizc requirement for
steel pipe is one inch.
Pipe Material Flow Capacity
Normal Pipe Size - CTS
):. ,..,ii .,,t,1,:,1l
', l r' );J:) -,i .!:,1(ltii iit,lt't-'liir') l :. t)":()(tii;r;tri ;:irrlri1, lrl
-;:ri\ ,,.. -lr,_,i- vtit,-.rc ltlitnrt;trj
r'.,itiln c <oosed irr a lirc siru;r
lron (,o:)p4r lrrllc rvrll nol cict(l
rror:rlc rvith i:qe or becomr:
Cmbnllled arrd lail, but rcmainS
Cf f s61;r. f or ltre lrf e ol llte rn.
stallalion. Should any parl of
tne system be damaged, il can
be repaired quickly and easity,
ollen by soldering or brazirrg in
a nelv piece. TeeS for ner.r
spnnkler drops can also be
mechanically fornred in place
usrng hand tools
5afe
SUI]
ri
BO
70
70
'-
^^{vwo o
.---s0 8.
U)
do3 '-o tr
ev (L
CI
obu o
3_ s0
ro
-40
tr
^
-{l I Ll- vv (,
20
20
tlCoppcr
Figure 9. Comparison of Flow
6
- Polybutylene
Capacities irr 3 common
lscn. 40 Steel
types of pipe.
10
Technical
Contents
'I Physical 0haracteristics ol
Coppcr Tubc
2. F riclicn Loss Tables
3. Friction Losses: Filtrnqs
and Valves
4. Tube Bendrnq Guide
5. Hanger Spacrng
6. Hanger Sizinq
/. Soldering and Brazinq
B. Material Specif icationi
1. Physical Characteristics
of Copper Tube
For Use in frre proli:ctrort
syslL.rns, thrcc types of seant.
less drawn copper tubc (Type
K, L and M) are currenlly ac
cepted by NFpA 13, t3D and 'l3R (Section 3-1.1.4, 3-3 and
1-5, respeclively). For all tnree
types, lhe outside diameler is
equal to the nominal diamerer
plus t/e inch. However, wall
thicknesses (and thus ;nside
diameters) vary. Type M cop-
per tubing has the thinnest wall
and is also lhe leasl cosllv.
Type L is lhe second thinnest.
Type K tube has the thickesr
wall, the smallest inside diam_
eter, the greatest cost, and is
nci \'.,r{,,riy r.r.3,-.d. I i,i)c:i I ;nd K
Jrt rr.,,trl y.,1r,;:1, [lgnding i5 rg
aLirarl All r:rj;t:r,-,r lul)o iS avail.
ll)l'1 r' rjr;1....' l)', dl l,'tnl),,i rr.
'i i r;t r(l: r; lilta) iit l iorr lrnl ril,l 20
ii-'rji 'rjr).J) i,:r,1, f,, ;rnU I trr;
(lis0 dvjrl-);) .. rn i.lIt),J';llC(j
(soil) icntpei. suplllicd rn crtircr
20. f oot slrargltl lengttrs or rn
1 00- f oot coils lor ;azes up to 1
inch and 45-foot corls for sizes
up to 2 inches.
Wrought and casl copper
and copper alloy soldcr joint
pressure fittings are accepted
by NFPA 13, t3D and i3R.
These are available in a wide
choice of configuralions for use
with each type of copper tube.
Tdble 1. Physical characteristics of tube, types L and M
ELKHARrtoou.r. coRpoRA'o", r.rtrNc pRoDU"r. o,u,J,J*
{,
f
(
Elkhart Wrot Copper Fittings
Pressure and Drainage
Solder-Joint Fittings
Elkhart !^Jrot Copper Pressure and Drarnaqe Fittings
are produced from commcrcrally pure copper under
specialized processes and under slrict Inspection
and qualrty conlrol The corrosion resistance of
Wrot Copper Fittings rnakes them ideal lor use in
plumbing. healing. rcfrigeralron. arr condrlronine.
drainage installatrons and for any othcr piprng
where copper tube itsell is satisfaclory.
WE INVITE YOUR lNOUtRy. Thrs calalog contains
a large varicly ol types and sizes of Wrot Copper
Pressure and Drainage Fittrngs. We invile your
Inqurry on any fi ing or srze nol shown. we also
tnvrte your request fof quotarrons on any special
f itt ings or dimensrons.
CONTENTS
Marketing Policy. . . ....lnsroecover
Couplings ..page 2 Unions. ..._page 3 Adapters .,.page 4 Elbows .....page 6 Tees... ....page 9
Capsand Plugs.. ..page 14 Reducers ...page 14 AirChambers .....page15 P-Traps .,..page 16
Return Bends ......page 16
Drainage Fittings . . . . ....page l7
Test Caps . .page 23 Straps. ....page24
Engineering Data. . .. . ....page 25
WROT COPPER PRESSURE FITTINGS
Elkhart Products Corporation. plumbing products
Division manufactures a line of Wrot Copper
Solder-,Joint Pressure Fiftings in sizes ranging from
%" to 8". With over 1OOO items and sizes to
choose from. the foilowing pages represent the
most complete line in the industry.
These fittings are produced in accordance with
sBecifications shown in ANSI 816.22 forWrought
Copper and Bronze Solder-Joint pressure Fittiigs.
6 | Elkhart proclucts torporation
Yt- | A subsidiary of Amcasr tndustriat Corooraion
, r:YL !v
ENGINEERING DATA
(\
\
Working Pressures and Solder
'I ir,r t;rlrl,. ol rrr;rrnrlrrrrr $.0rkittg J)r(:ssuf(:s ll{.1rtw ntusL l)(:
Lrrrrirrrstoorl to rcllt:ct. rvlrat is gcrrcrall_1, corrsi<icre<l as goo<l
r'ngirtcerirrg pr;rr:t icc urrrlcr reason:rlrl.v corr.sLarrt. artd favorablc
c,r',rlitiorrs: i.c., pr<:ssurcs rr.hiclr are fairly sLca<l-r,, abscrrcc of
l);rf ticulariv corrosir,c rucdia, ctc. [Jrrusual c<trrditions rcquirc
rnrr(rasc(l sa[ct_r, factors an<l thcrcforc lorvcr u,orking prcs-
su rr..; sltrrultl bc uscd.
(
Rated Internal Working
Made of Copper Water
Pressures of Piping System
Tube and Soldered Fittings
w.lcr (r)
Cooo.r W.i.r Iutj€ -tlomiirl Sir!t
(
'fhe cata gaven lor 50% tin-50 tead
lhc v.lues;n th,s tabte.re based on data in th€ Nation.l
9ureau ol Standards PuDt'cationr. ..Buitdi.r€ Materials and 5lruclu.es Repo.ts gMS 58 and BMS aJ-..
(a) Includrng orhe. 6onco..os;ve taquids rnd gases
(b) AST M 832. Alloy crade 5OA
(c) ASt^r 832. Afioy Grade 5a
<onritlenl vrith the mqle riol:
appf,es afso to. the 40% tin-60 lead,ltoy.
NOIE
The attove table is trom data pubtishcd by thc Copp?. and Erass ReSea.ch Association.
: Eroring Alloyr
I (Melling ot or
obove I OOO"F.)
Temper<rlure qnd p.er:ur€ rotings
ond procedurcr employed.
Estimated Quantity of sd-50 solder Required to Make 1c0 Joints
(
l. Ihe.quantiry of ha.d sotcter u.ed ir dep.nctent on the ikitl
3lJlf rif""'1.'iT;lit roreest'nraftns pu'pos's' 7s or thc a. I;i:"?: of Sorda. Ftur wifl rre .cquired tor c.ch pound of
,o,.t! D.s. r. I %- lo l- rn(l LY.' ro 7' ln.l.2'l, - to (- Incl S- lo l- | 6rl
100 -50-50 150
Tin-Leod (b) ?OO
250
200
r 50
too
t/ 5
t?5
90
| 50
roo
75
50
r35
90
70
45
95_5 I OO
fin-Aotimony ' |50
or 95-5 ; 2OO
Iin-teod (<) ; 25O
500
400
300
200
400
350
250
t75
300
775
200
r50
270
250
| 80
| 35
Sir.lt'v,'l-tN'ly2'2-2\r't't\1-a_5'a-a'
Ouoority in Posnd:.5 ./5 t.o t.{1.7 t.9 ?.4 3.2 3-9 1.5 5.5 8.t5.32-
EII<harC Products Eorporation
A subsidiary of Amcast Industrial CorDoralion
ENGINEERING DATA
Wrought Copper
T
and Bronze Solder-Joint Pressure Fittings
f-- ^ --l
l'-" -l
MALE END
Dimensions of Soldered-Joint Ends (in inches)
M.lr t.d i rii,d.
Mlral i or.d.r.r
Tnrctn.sr I ol rrrr,nq rl0
0ulii6€ Dirtnatct
Srlndrrd !
k{g|n (In,r{c 0ia..,rit!.
(c
Srra ilin. li.r.fri.|.
t/a
t/'
I
tv!
t,/?
7
2th
5
8
0.248
0.313
0.49f
0.611
0.7 47
0.8t2
r.122
1.7t2
1.62t
2.t2t
2.621
3.12l
'r.621
4.121
5.r 2l
6.121
8.t l9
0.251
0.316
0.50r
0.626
0.75t
0.876
1.127
1.377
2.t27
7.621
f,.r27
3.627
4.127
5-t27
6-127
8-t?7
0.38
0.44
0.56
0.69
0,81
0.97
t.03
t.t6
l.4l
t.53
1.12
1.97
L22
2.f2
3.22
'1.09
0.252
0.377
0.502
0.627
0.752
0.af 7
r_t:8
I.378
1.628
2.128
2.628
3.r 28
3.628
{.t?8
5.t28
6.128
8.t28
0.2s6
0.t81
0.506
0.631
0.756
0.881
l.l 12
t.382
r.633
2_t 33
2.633
3.t 33
3.633
4.133
5.t33
6.133
8.133
0.ll
0-31
0.38
0.50
0.62
o.7 s
0.91
o.9l
1.09
t_47
I.66
l.9l
2.r 6
2.65
3,09
3.tt
0.022
0.026
0.03r
0.036
0-038
0.0d1
0 0d6
0.050
0.055
0.064
0.074
0.083
0.093
0.t 0l
0_ 5
0.r30
0.t86
0.r8
0.30
0.39
0.57.
0-63
0.14
0.98
t.?3
1.47
l.9r
2_89
3-81
1.f o
5.1?
7.55
Ertracled kom Amefican Nalional slarda.d wro(€hl'copp€. ard wrought-&onze solder-Jo{nt Pressure Fillings (ANS| Bl6 221 wilh th€ oermission ol lhe pub{isher. The Arn€.can Socrely ol Mechanicat Engi.re€rs.345 East 47ih St.. New yo.t. N_ y.
-l-
I
I
F
I _L -r-
LT
ll
l--i
t T'
1l li r#
TJ
(
(
(
(
(
(
o
@ I f.1*,:Ji*xffir"oto'nno""o-
ENGINEERING DATA
(
(
Wrought Copper Solder-Joint Drainage Fittings
f)irnensions of Soldered-Joint
vr | |1:
I p^ q..
Ends (in inches) See Diagram Page 26
Itnt'|.
tJ.l'
1 311
| 611
rl32
| 6ll
2.1 13
0 50
0.56
0.62
0 0.10
0 0J2
0 0.r?
t79
r 53
2.0 r
l,: tl/1
t'5 i i 621
0.56 r l/8
062 r 628
0.69 2 r ?8 , ] 2r2r 1.t2r
, I Jr2r i.r27 I t/l
\ ,--t ]
Il2l Il?7
o Br i I 128 l.ul ' o.r5 j o.ors 2 e8 r.ol : rza r.r:: _i r.oo l_ o.or, ___l,lt _
frlraclcd trom Am':{.aan N3l'onal stancard wroughl copper and t'./tJ :nr copper Afoy sorder Jo,nt Dfa'nag.-, ;,r,ngs (ANst Bt6 2gr f.,:h te,,:ss..J. a:lrr. i)ubl,jher. llvj ,im,rnc.jn S€rely ot Ltechanrcrt Eng,nelrs 3a5 [as::7th St. l,tev, york N y
(
Wrot Copper Fittings Large
FITTING MATERIAL: Copper A oy #122. phosphorus
Deoxid rzed-H ig ir Resrdual Phosphorus (DHp), Com-
posrtion. 99% Copper; .015-040% Phosphorus.
WELD MATERIAL: Silicon Bronze. Meets soecifica-
tron American \r'/elding Societv (AWS) A5. Z-69 and
American Metals Sociery (AMS) 4616 B
WELD SPECIFICATTONS:
Tensile Strength-Up to 58,000 PSI
Yield Strength-Up to 25.000 PSt
Elongation in 2"-53 to 55%
tlardness-80 to 100 Brinelt (500 kg Load)
Temperature: Melt lB32oF. Ftow t93loF
DiameterWelded Design
METHOD OF JOINtNG: EtectricWetd
DIMENSIONS & SPECIFICATIONS: EPC Wetded
fittings are produced rn accordance with specifica-
trons shown in Amcrican National Standard (ANSt)
816 22 to( wrought coppet and bronze solder-ioint
pressure fittings.
TESTING: Each fitting is individually teslecl v/ilh air
under water. The bursting pressure of the rveld
exceeds that ol straight, seamtess ASTM BBB-/0
Type L copppr walcr tube. annealed. of conrpar-
able daameler
(
(
t
lSl'aht vrradtions l.onr thcse wcifht! musl bc crpected i pr.cticc-
Copper Water Tube-Standard Dimensions and Weights
I o,1!id.*?T;:',' L '"{lisid. Di.m.t.r. l.rh.t W.ll lh'(tn.1!. I nclr.r tPound! o.r tinr.. root
Sar€j Typcs I x-t-M'Tvpc r l'9<TtPc rlp"
orvv
Ire. i Typ.
\IL rvx Tvx rloc lvx Tvct (
4
6
E
2
5
I
.37 5
.500
.625
.750
.87 5
t.125
t.375
t.625
2.r25
2.625
3.t25
3.625
4-t25
5.t25
6-t25
8.t25
Y4
%
r/-
%
-:1'1
tt/t
tVz
zVz
.40?
.527
-652
.7 45
.995
t.245
t-48|
| .959
2-435
".907 3.3 85
3.8 57
4.805
5-741
7.583
-3ts
- 430
.545
.666
-785
t -o25
1.265
| -505
1.985
7.465
2.945
3.{25
3-905
4.47 5
5_815
f -725
t.291
1.527
2.OO9
2.495
2.98 |
3.459
3.935
4.to7
5.881
7.7A5
1.295
1.54 |
2.O41
3.O35
4.q)9
4.98 |
5.959
.oe5 | .o8o
.roe I .oeo
.r20 | .too
.r34 | .tto
.t60 | .r25
.o3 5
.o49
.o49
.o49
.065
-06s
.065
.o72
.on3
.o30
.o3 5
.040
.o42
-o4J
.o50
.o55
.060
.ozo
192 140
271 200
.o25
.o25
.o28
.o30
.o32
-ot5
-o42
.o49
.o58
.065
.of2
.o83
.o95
.t09
.ta7
-lzo
.o40
.o42
.o42
.o45
-o58
.o72
.o83
-t45
-269
- 144
.4t8
.64 |
.8 39
t.o4
r.36
2.06
2 -93
4.q,
5.t 2
6.5r
9-67
| 3-9
25-9
.t26
.r98
.2 85
.362
.455
.65s
.8 64
l.t4
1.7 s
2.48
3.33
4.29
5.3 8
7.61
to.2
t9.3
.t06 ,
.r45
i
.zo< i
-roa,
.328 .
.las i
.68? i .650
-xo j -soe t.lc I r.oz
!
2.o3 |
I 2-68 | l.6e
3.58
|4.66 | 2.87
6.66 | 4.43
I 8.e? i 6.1o
I t6-5 | -
1fi) | Elkhart Products tolrporatian
I A subsidiary ol Amcast tndustriat Cor@ration
Page 26
ENGINEERING DATA
Copper Water Tube-Calculated Bursting Pressure'(
'/a
3/a
1/t
7A
.rl /^
3
3/ 5
500
6?5
/ 50
.87 5
t.t25
t.375
r.625
2.t 25
:]o 5
.102
5'17
.65')
./ 45
.99 5
1.245
1.48 I
1.959
ll5
430
.5.1 5
.66 6
785
t_o25
1 _265
r.505
r.955
2.465
2.945
3.425
3.90 5
4.47 5
5.845
7.725
.035
o{9
049
049
.06 5
.065
.065
.o72
.o83
-095
.t09
.r20
.t34
. 160
.t92
.27 |
o lo
ot5
.o.10
o{2
.o4 5
.0 50
.o60
_o70
.o80
.o90
.IOO
.t to
_r25
_140
-200
t\ / oa)
/ | o.)
5.600
.1. / CO
5. too
4_ ?OO
3.400
3. ?OO
2,800
2.600
?.500
?.4 00
?,300
2,?OO
2,300
2,.roo
'. too
'. 100
.. /oo
I 900
.: 500
I 500
2.800
1.700
?.loo
2.200
2. roo
2.OOO
r.900
t.900
1.900
?_ooo
i 3C'0
5 00a
|.604
.r.ooo
l. /oo
3.200
2.900
2.700
?.400
2.?OO
2.roo
?,ooo
1.900
r.800
1,60,0
t.800
.t 300
.1 ?O0
l. 800
3. .100
3. too
z.too
?,.r oo
7.700
2. OOO
t.800
l.zoo
| ..2o0
r,600
1.500
r.400
1 .500
%
I
lt/t
rth
.'
6
:
8;
2,625 2.435
3. | 25 2.907
3.625 3.385
4.l2 5 3.A57
5_ 125 4.805
(
(
(
6.125
8-t25
lls v/r, ' ;a Borst'^t Prcsl',.F. t t). per Sq. l,r.
5.741
7.583
. i _ VJ.t Thickness, tnchcs
D 0 = Out3id€ fube Diamclc., rnchas
S . Tcns'lc St.enllh (36.000 Lb. ocr So. rn lo' rj.ir(t tu:,rs !.(t l: _lal to. sr.: turr4sl \''llthlaclorols.ileiyo{3,n12i.{o.krnao.es5u.eallow,rblcbycommonus;rqeuptol50 F a.rr:),: lrt..:- ri l/::-..r!)o!r':i!rsrrnt:a.ess .cs
Soldering and Brazing
Copper Trlbe
Soldering and Brazing with carr ary sotder ioint {ittings is the
most common system for joining copper tube. The American welding Society defines soldering as a joining process which
takes place belorv 8400 and brazing as a simitar process which
occurs above 840:.
.. The basic theory and technique ol sotd€ring and brazing are
the same lor all daameters...the variables are: the amount of hme. heat and lilter metal required to complete a designated
ioint. A good joinr is the product ot a welt trained craftsmaln who
knows and resOgcts lhe materiats and methods he uses.
Basic Steps in Joining Process
Measuring - Measuring the length of the tube must be accu-rale. lf the tube is too short it witt not reach all lhe way into the
socket of ll'c fining and a proper ioint cannot be maJe.
Culting - Cutling tube can be accomptished in a number of diflerent ways to produce a satislactory. square-€nd cul. The tube can be cut wilh a disc type tube cune( a hacksaw, abrasive wheels. or stationary and porlable bandsa$6. C€Iemust be taken that lhe tube is nor delormed while being c1jt. Regardless of the cutling method used. the cul must be sAuare with the run ol the
tube so lhat ll rvrtl seat properly in lhe tinang socket.
Reaming - Most methods o( cutting leave a small burr on the
end of-the tube- Unless these rough &Ees are removed. erosioft-
corrosron may octur due to local turbulenc€ and increased veloci-
ties in the tub€. Tools used to ream tube gn<ts irrclude the reamin!blade on the lube cu er half-round or ound files, a pocke-t
knife. cr a suitable deburring lool. lvith annealed tube. care
must be laken nor lo ger lhe tube end oul.of-round by applying
too much pressure- 8orh the r;rside and rhe outside ol the tube
may require removal of the burr A grogerly reamed piece ol
tube will orovide a smooth surlace lor be er ltoiv
Clcaning - Cleaning rs quickly and easity don€. The removal of
oxides and surface soil is c(ucial if filler metat is to ltow oroo-
erlv Oxidcs. sudace s^rt and ort can interfe(e wrth the strenqlh
of the ioint and this may resutt In lhe joint s lailure. Mechanrcat
cleaning is a simple ogeration. The end ol the tube should be
cleaned usrnq sand clolh or nylon abrasive pads for a distance
only sliql'tly more than rhe Jeprh of the lining socket. The aocket
of the fitling should atso be cleaned using sand ctoth. abrasive pads, or proDedy sized fining brushes The same precautions.
as when reaming the lube. Should be observed_
Copp€i is a soft metal: it too much materiat as removed- a
loose lit will result and interlere with satistactory capillary action
rn making the ioinl. The capiltary spac€ belween tjbe and fit-
tang is approximately CC4-in. Solder or brazing tilter metal can lill this gap try capillary airion. This sFcing is criticat for the
liller metal to f low into the gap and lorm a strong ioint. Chemi-
cal cleaning may b€ utilized. providinq lhe tube and fittings are
thoroughly riosed. according to the manufacturer's recom-
mendalions {urnished with the cleane( This wi hetp neutratize
any acktic conditions that may exist. The surlaces. once cleaned.
should not be touched wilh bare hands or oily gloves. Skin oils.
lubricating .rils and grease irnOair solder ow and rt etting.
Temperature Ranges
Up lo lhis @int, the joining process is the same lor both
soldering and brazing. The choice for sotdering or brazang witl
(
(
Elkhart Products torporation
A subsidaary ol Amcast Industrial Corporalion
ENGINEERING DATA
(
Soldering and Brazing
Copper Tube
continued lrom Page 2B
al.jo{,.r: ::,Od OtCrijlrfrl a,t'\tltlr'., .>t)lt),,t tti rll lr'. (l,t'i,l; ,
|a1)tl -,,1 :": ifr,-5,'5i':rr : t' ir't 1: ) :)'i!) tt )i 1 ,.,, 't) .' t't |.t::
1, :)/,: '. . .:i 1.;r'l l)'r 1; r": ,.lr'!.' )'t'.,,:: ,:":t\': t , t:, ', ) 1:'. :
\)|!l||,:.''...s|l...|''|i''..i'.|'''',,'j':':l;''
tlracllCrj 1,rlOS: :,ol()t\ tna r'; done ,l: I!nli).r ,l1lJrrt5 ,rli,-,ol :l )(i i
lr) jj:)O a -.rlili.: AtAZiia \ t|.)ti': ;i r.jn_ar.,r,tlrrr,", t,''ttl lr) lt,i^
110O'F:l1550'F
Becalr3e ol lhe drtler.rncrlS rn lrr(j 50ldi)nnq and bra./r,rq Drl-
cesses. riach !'/rll bc drscuss{td set);rately
Soldering
Applying Flux - A non-aggressrve solderrnll llux rs rccom-
mended Strr lhe flux belore use A good llux v.lll dissolvc and
remove traces of resrdual oxrdes lrom lhe surfaces to bc iorned.
frrolect i'ie Surlaces lrom re-oxidal'Jn durrng heatr-nq and Oro-
mote lhe lveltrng ol lhe surlaces by lhe soldcr A lhrn. even
coaling of llux should be aoplied vrlh a brush lo bolh lube and
littrng Avoid lhe usc ol lrnge(s to arrply flux. Chemrcals In lhe
f lux can be harmlul if carried lo lhe eyes or open cuts.
Types ot Solder - There are a va(iely ol solders availablc that
v,/ill produce sound. leak-tighl ioints Solders that are used lor
piping acclrcations contain tin and varyrng amounl" ol either
antimony. copoe( lead or silver. Choice ol solder vJill depend
upon apglication and local codes. For potable water syslems.
solders ..1,hich do nol conlarn lead zre the besl choice.
Assembl,r - Atler both surtaces are properly lluxed. they should
be assernbled by pla,^ing the litlrng on lhe tube. making sure
the tube seats against the base ol the litting socket. A sli9t.:
twasting rnotion is suggested lo ensure even coverage by the
flux. Reriove the excess flux rvith a rag. Because ol the heat
that is requrred during soldering and brazing. only colton ra-os
shoulC be used. Complete all p(epared ioints within a single
rvork day Care must be taken to assu:e thal lhe tube and filtings
are properly supported r.rlh a reasonable. uniform cagrllary sp3ce
around the entire circumterence of the ioinl. Unilormity ol cap-
illary space will ensure good filler metal penelration if the
guidelines of successful joint makrng are followed. Excessive
jornt clearance cin cause the filler metal to crack under stress
or vibration.
Heating - Eecause of the open llame and high temperatures
requrred ior soldering and the (lammability of the gases used.
safety precautions must be observed. The heat as generally applied
by use of an airlluel torch. These torches can use acetylenc
or a variety ol LP gases. Electric resistance pliers can also
be used.
Heating should begin with lhe tlame perp€ndicular to the
tube. This preheat will conduct lhe initial heal into the sockel
for even distribution ol heat inside and out- Preheating depends
upon the si.e ol the ioint - experi€nce will indicate lh€ proper
amounl ot lir,re. T're llame should now be moved unto the fit-
ttng Move the tlame f.om the fining socket onlo the tube a
distance equal to lhe fitting socket. Touch the solder to the
ioint. ll the solder does nol mell. remove it and continue the
heating process. 8e ca.elul not lo overheal or direcl the llame
Intc the litling cuF. This action can sluse lhe llux to hurn a.d
destroy rts et(ectiveness. When the melting temperature has
been reached. heat may be apptied to the base ol the cup to aid
capillary action in drawing the solder into the cup.
Applying Solder - When the tube is in a ho(izontal position.
start apglying the solder slighfly ofkenter of the bottom ol
the
'oint.
Poceed across the bottom Jl tile fitting and up to the
top<enter position. Return to lhe point of beginning. ovedap
the starting point and ihen proceed up the incompleted side to the lop. Again. overlaoping the solder Molten solder will bJ
drawn inlo the ,oint by capillary action regardless if lhe solder is
bern9 led upward. downward or horizontaltv
Cooling & CIr:aniig - ?:1li,rr llrc torn: nzs f,{ren com0leled. natu-
r;jl I r.,1 :r': r., l_.,'i l,f r(' " /./)lurri m.t, Cjr!',./t Lrnrr{r:€Saay SIagSSeS
(rr lrr.'tr.r: .::r'j -r:r./ r'-',,rll rn cvanlLral la'lute ClCan Oll any
r/tlIli: r)rnr; :lLr, f. lil;l v, -r r,l(l
B ra zirr cl
AOI)lyrrrll l:lrrr '- 'rr, : .r'-,; \).-,,:t:' t 5t,ii na l)i)itltt lOrrll5 Are
,1,11..'.::;' r:
ir1)iJ
"irf,
r I:\t)t irl t\. : rri'jrcllilar;,.i:)lr'
Ijr;r,'ln{j llllrnl, ?.t() \';J.,t\ btSilc SrnirlZr tO SOIdC nO llux{tS.
l)rn.',:)/j lirir,,, (;..)5Ol.r._- Ja(J rOct1,.: ii:tirdu;1 CrrdCS lrOm lhC
I'r,.': :t-, Ir'.,{ .., : ,.j/ Cr.)'ir4t lt)4 mr-:.:, \,rrlaCCS l:Cat re'Orr{l.llron
duflnq hciilrnq rnd lho/ prornolS lll{r vrellrng ol ll)e surlaces to
be torn{l(i t)y llc brazrng lrller m{.:lal Flures also provrde the
crallsfiran vJrlh an rncJrcalron of lcmoeralure A00trcalton ol lhc
l[rx rs lhc samc as v/hen soldcflng l1 lhc ouls'de of thc l,tt,ng
and lhc heat allecled area ol the tube are coveted wrlh llux. tl
vJrll Drevcnl orrdatron and grcdtly rmo.ove lhe appearance ol
Ihc lor nl.
Brazing Fillcr Metals - Ihere are lwo genefal tyoes ol bra2rng
liller nctals used lor torning corrper lube ECuP ( Brazing - Cop-
per - PhosDhorus) and BAg (Brazrng ' Srlverl Thcse brazrng
liller metals are classrlred accordrng to therr comOonents
BCUP liller melals a.e p(ele(ed lo. totnrng copper lube and
lillings The phosohorus in these trller melals acls as a lluxrng
rgcnl and thc lo!'er percenlage ol srlver makes lhem relalrvely
lovJ cosl lillcr meials when using cooDer lube. w.cughl cooocr
litlings and LICUP brazing lrller melal. tluxrng rs an option due to
lhe sell fluxtng aclion of the phosohorus p.esenl in all comoo-
ncnts ol the brazed iornl
The choace ol bra2ing fillcr melels deoends uoon lour main
faclors
. drmeosional Iolerance of tne tornt . lypc and malerial of fittrng {cast or v/rouqhll
. desired atoearance
'cosl
Heating - Oxy/luel lorches are generally used when b.azrng
because of lhe higher lemperatures rgqurred. Due to recent
innovations In atrlluel torch lip desrqn. they can now be used
on a wider varety ol sizes lor soldeftng and b.azing
When vrorkrng wilh lemperatures thrs high. safety grecau-
Iions must be followed and care laken to orotect both the ooera-
tc; and the materials being used.
The heating operation is the same as for soldering. Firil ore-
heal the tube ar,d then lhe tube and tining. When the brazrng
liller metal slarls to melt. apply the heat at the base of the litting
socket to help draw the brazing liller metal in by capillary action.
Applying Erazing Filler Metal - Remember to allow the heat of
lhe ioint to melt lhe liller metal. Oo not mell the liller metalwith
the torch. The melted {aller metal nill be drawn into the ioint by
capillary actioo- lt is very importac( that the f lame be in contin-
uous molion and sh,Juld nor be allowed lo renrain on any one
point long enough to burn lhrough the tub€ or fining. When the
ioant is complete. a conlinuous lillet should be visible com-
pletely around the joint. It the liller me:al lails to flow. or has lhe
tendency lo ball-up. it indicates oxidation on the me(al sur{aces
or insuflicient heat on the parls to be ioined. ll the faller metal
refuses to enler :he ioint and tends to llow ove' the oulside ol
eilher part of the ioint. it indicates that this part is overheated or
that thc other Dart is underheated
Cooling and Cle€ning -- When the ioint is ccmglete. allow it to
cool naturally. Flux residues can be removed by washinq with
hot water and brushing with a slainless steel wire b,-ush.
Summary
ll the parts to b€ ioined are properly prepared. g@p€rly heated
and the correct liller metal is used. the linished ioint should
be sound. Soldered or brazed coca€r piping systems. when
installed properly. will provide years of safe and reliable sewice.
ProFer training of lhe correct instatlation techniques. such as
those iust covered. will give lhe crartsman the ability to achieve
consislenlly.eliable solde.ed and b.azed iOrnts in a drameters.
Preparcd with lechnical assistance lrom the Copper
D ev e I o p m e nt Assoc,alion.
(
EII<hart Proclu'cts torporation
A subsidiary of Amcast Industrial Corooration
OptimarM Concealed
Automatic Sprinkler
Manulaclurcd by: Ccnt.ai Sprrnktcr Conrt).rrry
451 Norlh Cannon Avcnuc. Lansdatc PennsvtvJn'a t9446
The Residcntial Optima Conceated rs
the world's first 20' x 20' conceated
residentiat sprinkler. tt is UL Listed
for residential occupancies as
outlined in NFPA i3. NFPA l3D and
NFPA 13R with very lor.r flows and
pressures vrhile providing the
aesthetic appeal of a ftat conceated
ceiling plate.
ll is designed lo compensate tor
varyrng ceiling heights by uritizing a
drop dorvn dellector and an
adjustable thread on escutcheon_
This feature is significant because it
allows the ceiling to flucluate over %-
in height_ The thin cover ptare
proiects only %e' below the ceiling lor
lhe maximum in unobstructed and
aesthetic appearance.
To prevent damage to the sprinkter
and io allow the sprinkler to b€
located in the ceiling. a special
prolectrve cap is provided. This ptastic
cap has a cone shapect point that can
be pressed against the wafl board to
locate the position of the sprinkler and
allow the hole lo be cut correc y.
The Residentiat Optima Conceated
Sprinkle r employs Centrat.s exctusive
link activating mechanisnr. Tne
sprinkler is brass and the cover ptate
is available in brass. chrome ptated or
urhits paintcd.
Opcration: Thc Central flesidcnlial
Optima Concealed Sprinklcr absorbs
hcat through lhe ceiling covcr plarc
which is soldered to the adiustabtc
rctainir ring with a fusible altoy 41
lhc ralccl lcmperalurc. lhe a oy
,uscs, resullrng rn thc platc dropprrrq
away from the sprinkler. Al this point.
the deflector drops down betoy,/ lhc
ceiling sudace. bringing aboul the
link's exposure lo ihe tirc's hcar. f lrc
lrcal fuses tlre link's thermal cterncnr
rcsulting in a rapid expulsion of botlr
thc aclivaling mechanism. as wc as
lhe scaling cap Waler can norv llor..,
In a pallern gnginccrcd lo rtlccl lll(_r
covcrage rcqurrcnlenls.
Model: ROC
Styfe: Conceated (adjustabte)
Wrencfi: Optima Concealed (Part f l0Z4)
Orilice Size: 'Ae' 1tt.t mm1
K Factor: 4.2 6o.o6t
Thread Size: tL' (tz.t n t!.p.f .
Approvals: U-L.
Tcmperature Rating:
l65"Fn4"C Sprinkter with
t 35"F/57"C Cover Plare
Maximurn Working Pressurc: | 75 lrsi
Factory Hydro Tesr: tOO% ar 500 psr
Description
' i1+:-f tlffi
/,1,6 Product
Techn ical
Data
e
5n
Sii)n(rard I:rrrr5lrcs.
Spnnklcr: brass
Cover Plate: btass. chrome plated
snd whitc painted
with custom painted
tinishes available.
Lengrh: 2' to 2%'
(5.t dn to \;.3 cm)
Cover Plate 3'/i 6.zs cd diameter
Ceilirrg Opcning . 2'h' (6 3s cml
Wcrglrt: /.9 OZ. (22! yans) c?r.lplel.a
asscrnbly rvitlr covcr plarc
Patcnred $,ittr additional parents
pcnorng.
No- 2-7.5
l'r l/2' noduc.ng
Corr;rt n-r;
r .cc <t n(Y!air9 C,autl g
2lll'
! ll4'
3 l/4' OiJmctc' -
Figure 2
Residentiaf Optima Concealed penden t (Activated)
2 rr2' !u8'
Fc d rk6.rT CqOb{
Ff Design"' O
I I Data
Design Requirements-Residential Optima Concealetr
Coverage Area
(tt xfi)
Single Head MLrtiple Hcad
Minimum I Minimum
Flow I pro.rrro
(gpm) | (psi)
Minirnum I |tlinimum
Flow l Pressurc
@pm) | (psr)
20 x 20 l:m sq rr.)
18x1B(3zasqrr),
t6 x t!y213111
l4 r !4 r'aa.'ll_
l2 x 12 1t.r: sq. rr.1
._*33.7
JZ. t
18.4
t7 | 164
I t7 I 164 I'13 | 9.6
24
1B
18 r8.4 96 13
18 18.4 13
Caution: Minimum spacing between spdnklers is g..
ceiling cover plates are available in a variery of metallic or painted finishes_ For
custom painted finishes, the cuslomer musl lurnish a quick-drying paint. preler-
ably lacquer-based, to ensure proper color duplication. One quart of paint is
required for each 200 olates.
rynstallation
(
The Cenlrat Model ROC Residential
Optima Concealed Sprinkler must be
Installed in conformance with cuffent
NFPA 13, NFPA 13D and NFPA 13R
Standards. Deviations from these
requiremenls and slandards, or any
alteraticn to the sprinkler assembly
itsell will voad any warranty made by
Central Sprinkler Company. ln
addition, installation must also meet
local government provisions, codes
ancl slandards, as applicabte.
The system piring must be prop-
erly sized to ensurc the minimum
required flow rate at the sprinkler.
Check lor the proper model, style,
orifice size and temperature rating
prior lo installation. lnstall sprinklers
after the piping is in place to avoid
mechanical damage; replace any
damaged units. Wet pipe svstems
musl be prctected from freezing.
Upon completion of the installation,
the system must be tesled per
recognized standards. In lhe evenl of
a thread leak, remove the unit, apply
new pipe joint compound or tape, and
reinstall.
lnstallation Sequence
Step 1. The unit must be instafled in
lhe pendenl position.
Step 2. The face of the sprinkler
litting should be installed a nominat
2U' (!y.'l behind the finished ceiling
line- Adjustmenis, to compensate for
variations in fitting face to ceiling
height, may be made by threading the
cover plate retainer in and oul of the
unit's support cup.
Step 3. Use only a non-hardening
pipe ioint compound, or Teflon' taoe.
Apply only to the male threads.
Step 4. Hand tighten the sprinkler
iflto the fitting. Avoid making contact
with the deflector when using the
Central Sprinkler Optima Conceated
Wrench to tighten lhe unit inlo the
fitting. The wrench is desigrred to
mate with lhe body's wrench bosses,
inside the threaded support cup. A
'Telbo is a tradefia.t ol the DuPont CorD.
leak light joint requires a only 7 to l4
ft. lbs. of torque. Torque levels
greater than 2l ft. lbs. may distorl ttre
orilica seal, resulting in leakage.
Step 5. After initial instaltalion and
before the cover ptate is instalted,
cover the sprinkler with the special
plastic protective cap. The cap is
specially designed to nor only protect
the sprinkler. bul allow the ceiting
installers to locate the sprinkler by
pressing lhe ueiling board up against
it. The end of the cap has a special
Optima Concealed Wrench
"{rA
o tJ q rsLvrrtrrrrjrrul.u pru{idul|(,n.
& To remove the systern lrom service
, rnode. first reler tO the Systern operalin(
ten a n ce :#:"i::#:::I',ff,[: oo,#I
*",";
^G..--\
the ceilirig board for the localion of
tne sprinkler. Care shoutd be taken
rr only press lhe 561;nn ligh y againsl
lne Cap aS CXCCSSTVe prCSSure vrill
'-ramage lhe sprinklcr This cap musl
,j rCnlOy{)(, l(): t!-.t,.,:)tttr.lo{ l\
. t'.,tt )i1 (-\jt|(,t )1.
,lcp [t io r,t,;!;::i ijirj ..r)rl )a] c{)ver
,rlC. r1l;Jl)r,, f lly lt t :, : ;'.' t it \: ('.O't A(
'larncr rnlo lllc Srrpporl Cup Con.
i rue llrreadrng untrl thc COVCr
.-'lainer's flangc resis againsl the
*lace ol lhe ce itrng
3aution: Special care musl be taken
'...,lren Installing trilh a CPVC syslcm.
>:lrrnklers must be installcd after the
;.anuf aclurer's rccommended settrng
':xe lor lhe primer and CCmCnl tO
-.ilsure thal neither accumulale witt,in
''J spnnkler.
special care musl be laken wnen
. rstalling vrith a copper system.
.,rinklerS must be installed only after i: Inside of the sprinkter drop and
. ssociated fiuings have been wire
-ushed to remove any flux. Residual
:Y can cause corrosion and in
::'erne cases can impair proper
;rinkler operation.
Care
Main
Sprinklers musr be handlect carefufly.
ney musl dot be lranspo.led o( slored
na,re i.lrbienl tempecitu(e rnay exoe€d..r
lO"F8{t"C. For b€st res{rlts, siore Ureiri
1 d:y. -ot loc'.tion in lhe originat .- '
rpptng package.
Do not install sprinklers that have been
opped or visibty damaged. Sprinkters
og never b€ pai(iled. coated. olated or
€red in any other way lrorn manufac.
red condition or lhey may not funct@n
opedy. Any sprinkte(s allered in sucn
anner musl be .eplacecl.
The owner is responsible lor the proper
,era:;ng condition ol all lire prolection
:vicea and accessories. Thc NFPA
'g.r Ce(ltral Sor.nkter Conrl.|lrry
.:rled in U.S.A
and Mainlenane o( Wate(&ad Firc
Protedion Syslens-cootains gddelines
and rninimum mainlcnar|c€ reqd{cynents
Furlhcrmore. lhe local Adtariry llaving
Jurisdiclion may h ave addilional fegula,
tions and rcer.,irem4nls for mainlcnanc4.
l/:;lrn(1. ilir.t Inli)44lrxl llr.tt rr,rr..l l)C
,1i1t11r1tl
l; r'; ;l{Jvr',.t1)l.l l ) lr,rv,t 1:xrrrLl.jr ..y,li rr .
';)..t)C(jlCd I aq?l; | ( l'/ l)y,t rlrr,llliC{.: rrt j1,.,'r :
l,rrn 5(-,,vtcc LCngllr (rt lro(l l)ct|.Jr_'crl
5rrcll r.rst)cclroos c.tn v;t/y drre to acccjSr
brftly. arnbtcnl alrnosplrcrC. v-.ale. Suplty.
and srtc aclivity
Oo not aucmpt to rcasscmblc or
olherwisc rcuse a so(inkler lha,l has
opcraled. Rcplacc any sprinklcr cxhibil-
rng corrosion or damage: always usc ncv./
sprinklers ol lhc samc orifice. slytc. and
lcmFeralure falang as replaccments.
Because the discha(ge pallern |s
c,rlical lo prolcction ol tilc and propcrly.
.rolhing should be hung or allachcd Io thc
sprinkler unit that would dis/uol lhe
pallern- Such obstructions musl be
removcd. In lhc event lhat conslruction
has alle(ed the original configuralion.
addilional sprinklers should be instaltcd Io
maintain the proleclion tevel.
Oo not auempt to rcplace sprinkters
vlthout first removing lhe lire protcction
syslern trom service. Be cenain to sccure
permission lrom att authoirtres havino
jurisdictron. and notrly att prersonnet ino
may be af(ecte(t during system shutdown
A lire wa{ch du(ing maantenance periods
rs a recomme nded precaution.
rnode. first reler tO the Systern operaling
sr'ra otf af rfi hrdf E-6il'$ffi'6iQe+:
rcoaircd aN retum€d ro sAnb€ ;rrruC-,;--
ately. Insp€ct th€ entire system fo. r.
damage aftC rcplaaa ot rc?air as rt<es- /
sa./. Spr;nklers thal d'd nol opcralc bul (
wcre sublecled lo co(osrve elemr--nls ol
!'t.1\t,tt,,lr''i4 t)( a \f-t:',.,t r11 1'lrrr:l-rr,:i,Jf ,l:;
,,.,)frlr,:t..,.r,i)r.ri., . .r:r.J r,':Jl.r' ,.: ' ,\,..,:.,
:r, ll\' ;,:t:!)t)/,it, ll,t.'rttl ILt | , : 1 , , . : , , : t . - 1 '
r j.,i.t|l rllrrl,rillrrlr rCl,lJi-., )tl0i rr_'tltr,r...,|l!rrr";
.r!'r I rit{lr/1.i i ra.)rt<J
G u:r/lotec: Ccntr,ll 5l)rrnll,,,r Co.,rl
p3fly r,,/rll .cp.tir and/or rcplacc .lny
oroducls lound lo bc delccl'vc In mArc.rJl
or workm3nship v,/ilh'n a pcriod ol onc
ycar lrom lhc dale ol sh'pmcnt Pleasc
(cler lo thc currenl Prrce Lisl lor ludhcr
dclails ol lhe warranty.
HIl,ll?ti:l,,,
Ordcring Information: Whcn placing
an ordcr. indicatc lhe full oroducl name.
Plcase spcc;fy the quanlily. rnodel. stytc.
oriticc size. lempcrature raltng splnklcr
finrslt. covcr ptale tinish. and spnnkler
r.,/rench.'
For spcciat painlcd covcr plate finishcs.
lrr.3 customer nrusl suppty a qurckdrying
Oa'nt. p(clc.ably in a laCquer.basC ,;oish
lo Insure propcr colo( duplication. lvithoul
such a quide. Ccntral Sprinkter Ccmgany
cannol be responsiblc lor acceptabte
color matching. All cuslom painling ol lhc
Cove( plate must be cornplefed al the
lactory.
Availability and Service: Cenlral
sp(inklers. valves. acc€ssori€s and oth€r
products a(e available (hrotrghorn the
. U.S. aod Canada. and intemationally,
lhrough a n€two.t ol Central Spdnkler
- distdbulion cenlers- YoU may write
direclly to Central Sprinkler Company. or
call 215-362-O7OO for the dislributor
nearest vou.
Convcrsion Table:
I anch = 25.400 mm
I foot = 0_3nq8 M
I pound = 0.4536 kg
I foot pound = t.36 Nm
t psi = 6.895 kpa
= 0.0689 bar
= 0.0/03 kg/cnrj
IUS gallon = 3.785 drn'
= 3.785 ftrcrs
Cont ersions arc opprcximalc.
Remove the existing unit and insra[ the
.eplacernenl. us|'ng only the recom-
mended sprinkler wre'ncfi. Be ce.tain lo
maldl model. sty'e. orifice. and tempe(a-
lure ratir€.
fENTRAL
..-..
Central Sprinkler Company
451 N. Cannon Avcnuc. Lansdate- pA l9.t4c
Ptrorre (215) 362-O700
FAX (2t51 362_538s noc.0
oncealed GBR
Residential
G lass Bul b Automatic Sprinklers
Manulactured by: Central Sprinkler Company
a51 Norlh Cannon Avenue, Lansdale, Pennsylvania 19446
O
o
Recessed Pendent
Pendent
Product
The GBR Concealed, Recessed and
Pendent sprinklers have the ability to
cover large areas with very low flow and
pressure requirements. This, combined
walh the aesthetics of lhe concealed and
recessed glass bulb design, provides a
sprinkler that is attractive and cost
effective. The Central Model GBR
Aulomatic Sprinklers Incorporate the
latest in glass bulb technoloqy, which
results in a much smaller more attractive
sprinkler. The operating mechanism
consasts of a liquid-filled 3 mm diameter
frangible capsule that is only 2.0 cm in
length.
The Model GBR Automatic Sprinklers are
intended for installation in accordance with
current NFPA 13, NFPA 13D and NFPA
13R Standards and Gentral's Residential
Installation Guide. They are available in 7/
16" and 1/2" orifice sizes, and a 155'F/68"C
lemperature rating. The Model GBR
Sprinklers, escutcheo,rs, and concealed
plates are available in brass or chrome
plated and white painled, with additional
special painted {inishes available.
Operation: The glass bulb capsule
operatinJ mechanism contatns a heat-
sensitive liquid that expands upon
application of heat. Upon reaching the
rated temperature, the frangible capsule
ruptures thereby releasing the orifice seal.
The sprinkler then discharges water in a
pre-designed spray parern to contrcl or
eKinouish the lire.
Description
-.u__
---:--a
Technical
Data ResidenriatAootications
The Model GBR Automatic Sprinklers are :rttended for Residential Applications in
accordance with NFPA 13, NFPA 1gD, and t,tFpA t3R.
I Ottwhi@ and other cuslom linishes avaitadeuryn rquest-
' Cover plale only, custom finishes av^itable u@n rcques:.. Highest allowable ambient tempereture tot storage: t OOT/SgT tof tSST/60Tsprinklers.. Highest allowable ambienttempeeturc lot stoage ol cover plates: l0OT/3gT.. Ma:xtmum wor kingpressure: I75p.s.i.
- Factory Hydro Test : I O@o @ S0O p.s.i.
Model
& Deflector
Style
K-Factor
iOritice)
Temp.
Rdting
Approved
Escutcheon Finishes t Approvals
Thread
Size
(NPT)Length
Oef-
leclor
width
GBR
Concealed
4.3l'/,6"1 5s'F/68"C ModetGBR
(135'cover
plate)
Bras-".
ChromePlaledr
WhitePainted'
UL
ULC
Vz"
t?.7 mm 5.O0cm
I %c'
3 O2crn
GBR
Pendent&
Recessed
Pendenl
a.3 (%e')hss"flos'c Model
GBRc-:.,QR
Recesse;r
Brass
Ch.ome Plated
Whrte
UL
ULC 52:-$
11/'c"
3 o?cm
GBR.2
Pendent&
Recessed
Pendent
4.3 ('A.'l r55'F/68'C Model
GB Res/QH
Recessed
Brass
Chrome Plated
White
UL
ULC l2.7rwn
2V';
5-21c,fr|
'lt4c'
3 O?crn
GB.RI
Pendent &
Recessed
Pendent
s,3 ( %'l 155'F,',d8.C Model
GB ResJOR
FlecesseC
Brass
ChromePlated
While
UL
ULC l2 ?mm
2"
5.08cm
lt/,e'
3.02cln
No.4-1.O
Univr'rsal o risure r O
GBR 7/16" Residential Concealed p.ndent \r,/re nc h (Parl:1122)
-t
Figure 2
Gi3R & GBR-2 7/16' Residential pendent Figure 3
GBR & GgR-2 7/16" Residential Recessed pendent
Fac€ ol
Reducing
Couplang
;
N
N
--{1 .t!
No{e Cenrjrr r [tlJrt rb .r rJ I esojcr!€rrrs .nay t e Gad. L-. ,E nrarfrrn dEltoctor 6unro: ot . slr ir$I,+s. whe.r G/ng c€ _a1.3 i.,ro*t 6i ce*.tg 6o.rai€o.t. f,e taco o,
hlole: onlv the Mod€l Gg .les./o8 Resdent,at Recessed Esf,rtcrEon r€y b€ us€{. substrlur|o.l ,i oiher _roc€ssed escurch€or.s ma, ..Dai. rtr€ op€raring sensilr,ry i; dit,;;;;;;,"are lRturB Ccvd,r\- <r w|d De ta. : r /16. reklv.Rklhe
cB-R r - 1/2'*;:"ri,r Pendenr
frunsiallation
Nole Only lhe Model Gg Res-/OR Besidenlaat Recessed Escutcheo. may be used Sucsl,tutron or
olhea _recessd" esculcheons may impar |he op€ratng sensnerty and Orskrbulon panern
Figure 5
GB-R1 - 1/2" Residential Recessed pendent
,:;:rl(l,ltLJ:i (,t ,li j::,. ::: _,|] :,) l.'.r j;;/.. 1 ..
:.iitll !i'Lll ,/r)r/j : . ..,,jr: t:riv..',ili:;..:),., ^ "
'ii)rUlkli)r COntit t:ry lr't .talrjrllorr ltii I :1 , ,
r'r'rusl also nreel local qOvernmenl provisro:'
codes. and standards as al)l)trcable
The syslenr prping rnust bc properlv srzc,: :
ensure lhe nrinifrum reouired flolv rale al lh.:
sprinkler.
Chcck lor the proper model. slyle. onf rce
srze. and tcmperature raling prior to
installation. Install sprinklers alter lhe prpinq rs
in place to avoid mechanical damage: replace
any damaged units. wel prpe systems must
be prolected from f reezing.
Upon completion of the installation. the
system must be tesled per recognized
standards. ln the event ol a thread leak.
remove lhe unit :lpply new pipe joinl
compound or tape. and reinslall.
lnstallation Sequence
Step 1. The unit must be inslalled in '5e
pendenl position.
Step 2. Use only a non hardening pipe jornr
compound or Teflon'tape. Apply cnty to mate
threads.
Sprinkler Design Requirelnenfs
Maximum Maximum
Spacing Location Eetween From Any
Sprinklers Wall
Minimum ijesign Flow (Plessure)
1 3/8"
Max.
i::i .,1 rl:il
ii,ll l"1 l I /',1 ri
I ; ---,,' ''r,- " l \; r r I \.1.. r i l'/'\ i-'-
{lrz zzz:.zs z)zz tl7)
_.t t316".___ -
_ 2 7t8"-_
Mrntmum Hole in Cciling is 2", Maxrmum rs 2 1/2-
Face of
Reducing
Coupling
I
I
I
I
I
i
I
I
I
I
1 11/16'
Ref.
GBR 7/16'
Coocealed
Pendent
GBR 7il6'
Pende.:
GBR 7J T6.
Recessed
Pendenl
;;-^
Pendenl &
Recessed
Pendent
12' (or less)
l4'
14 @r less)
r8
6' (o. less)
7
8'
7 (ot less)
8
I
t! GPM (r0 6 psi)
16 GPV (13 8 psil
rg GPM (19.5 psi)
:2 GPM i7I Fsr| i l4 GPN{ 'r0.6 ^s,) |
I I GPN {6, psr)
1l GPt4 {6 5 p:.ll
l2 GPM (7 I psr)
lb GP;1 1r3; psrr
10 GPM (: I ps'l
l4 GPM (lC 6 p$r
l4 GPM (10.6 ps'l
l6 GP[t (13-8 ps'l
l6 GPM (13.8 ps'l
Two or Mo.e On.:SPrinkler Sprinklers
13 GPM (J.1 psi) r0 GpM (5.4 psr)
l6 GPt.l (r3.8 psi) 13.5 GPM (3.8 osi)
21 GPfvl ll3I pst) l5cPtU(l2.2psr)
14 (o( less) 7 (or less)16 8 18 9
12 (o( lessl 6 (o. /ess,t4 7',16' 8'
I l8' 9.
I 20' 10
ri cPM (r0 6 psi)
16 GPM (13I psi)
I9 GP,, (19 5 psi)
:3 GPM (9 I psi)
l8 GPM (17,5 psr)
l8 GPM (17.5 p$)
20 GP[, (21,6 psi)
20 GPM (21.6 psi)
cB,nl I 2' l
Pendenl &
ReLesseo
Pendent
12 (o, tes! I 6 (ot less) 22cp'A lti.Z psil 16 GpM (9 I ps,l 14 7. (ot tess) 2{cpM(2o5psi) tTGpM(l03Ds,}16 6 30 cPtl (32 O p... Jr (,pN (15 i pslr
Note: CLanlats lUodLl 65 or 4Ot eso,tcrre9ns may be (jsed, td the r,&rirrrrB defndo.
dsra.ca or {'st{ apdbs. Whcrr us{lg Ccnrars Modet 65 cr{rE €sdj.h.vr. tt€ tace
The maximum dellector dislance do€s not diller lrom the NFpA maximum
tle 'h,Jong coqjng srnub tte r a- , t/16. bcraw cedioo k1e i
ol 4" berow the cerlng.
' Teflol is a trademark ol the D,rPont Co.p.
qto ^ 1 Tllc.)y,,ner rs r!-:slonrirlt.r 1r)i ilrj ,, ,,, O ''i' r-' 'r.'r'rr'rr Brj ceni:rn io nralcl)
, .J.:;llrfra) Ct)t".lt t\, ': t ' ',::, r'. : "f lrcn ;"rO let,'ll,:iralljrr:
frrrlV: " .: '.," tl)i:.i) l ,'ril.j r,Iil:,.j-:al Io
itr.: l) I i'; . -; " t,i:,'ir:.1
Step 4. lland lighten lho spflnklcr rnto
ttre fittinq. Then use a Central Uni\,ersal
Wrench to lrghlen the unrl Into lhe frtting.
A leak-tighl lornt requires only 7 lo 14 {1.-
lbs. of torque. a langential lorce ol l4 lo
28 lbs. delivered through a 6" handle will
deliver adequate torque. Torque levels
over 21 ft.-lbs. may distort the orilice
seal, resulting in leakage.
Caution: Special care must be taken
when installing sprinklers with a CPVC
system. Sprinklers must be installed
after the manufacturer's recommended
setting time fo; the primer an1 cement to
ensure that neither accumulate within
lhe sprinkler
Special care must be taken when
installing with a copp3r system.
Sprinklers must be installed only afler
the insrde of the sprinkler drop and
associated finings have been wire
brushed to remove any tlux Residual
f lux can cause corrosion and in exlreme
cases can impair proper sprinkler
operauon.
Sprinklers musl be ha ldled care-
fully They must not be transported cr
stored where ambienl lcmperalure
may exceed 100"F/38"C. For best
resulls, store them in a cooi, dry
location in the original shrpping
package.
Do not install sprinklers ihat have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or altere d in any other
way from manufactured condition or
they rrray nor ;u,rction properly. A,ny
sprinklers altered in such manner
must be replaced.
q1994 Central Sprinkler Comgany
Printed in L sA.
11,,|, ,t1,lr,r I I I I I 1 -1 I r I . I
'
I I .1 ,: ttt lr,t ': 1.
lcslrn(1. an(j rns[){)clror) llriiJ r11L]sl l){)
or)r.tyoU
ll is reconlnrondod tlrirl lll)fllrklcr
systerns be inspected reqularly rrv a
qualified inspection scrvicc. Lcngth of
time between such inspections can vary
due lo accessibility. ambient atmosphere.
watcr supply, and site activity.
Do not attemot to re-assemble or
otherwise reuse a sprinkler thal has
operated. Replace any sprinkler exhibit-
ing corrosion or damage; always use new
sprinklers of the same type and tempera-
ture rating as replacements.
Eecause the discharge paltern is
critical to protection ot lite and property,
nothing should be hung or atlached to the
sprinkicr unit lhat would disrupt the
oatterrr. Such obstructions must be
removeo. In the event that construction
has altered the original configuration,
additional sprinklers may nJed to be
installed to maintain lhe orotection level
Do not atlempt lo rcplace sprinklers
withoul first removing the fire protection
sy3tem from service. Be certain to
securc permission f rom all Authonties
Having Jurisdiction, anC notify all
personnel who may be affected during
guide and valve instruction. Drain water
and relieve pressure in the pipes,
Remove the existing unit and install the
replacement, using only thc special
fENTFI,AL
Central Sprinkler Company
451 N. Canno^ Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-538s
i r..,.t , rrl,tl r, ) rl/)1
: .: : . ., ":;lr: ,".1,'
.,i|():;r\./'j .lii-'rllCrllS oi C0rlrbr,sllOrr Or
r-. r ( :' tf;:; rr, . r l'-ri r); )il r.ll r J r rls sltor r lcl bt:
Irsi)ec1e(j. an(1 rcplirccd rl nccd bc
I l\a Aulhonty Having Jurisdiction will
(lelail mrninrum replacemenl
requtrements and regulations
Guarantee: Cenlral Spr|nkl -'(
Company will repair and/or replace
any products found to be delective in
nraterial or workmanship wilhin a
period of onc year from lhe date of
shiprnent. Please reler to the currenl
Price List lor f urlher details of the
warranly.
Hl,ll?ll1l?.,
Ordering lnf ormation: When
placing an order, indicate the f ull a
product name. Please specity the
quantity, model, style, orifice size,
temperature rating, type of finish or
coatang, and sorinkrer wrench
(Note: Protective plastic caps for
pendent atyle sprinklers are avarlable
upon requesl.)
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available throughout
the U.S. and Canada. and internation-
ally, through a network of Cenlral
Sprinkler distribution centers. '/ou may
wrile directly to Central Sprinkler
Company, or call (215) 362-0700 for
the distributor nearest you.
Patents: Palents ar(, per'Jing.
Conversion Table:
1 inch = 25.400 mm
1 loot = 0 3048 M
1 pound = 0.4536 kg
nTTf Gare & il:f,:":i:$H".'lT:"::ffi:"":::
l---7E-. . . precaulion.
|*./| IU a I nle n a n C e .#":iff [,i;;f f L:',:T, :",]f ",
1 foot pound = 1 .36 Nm
1 psi = 6.895 kpa
= 0.0683 bar
= 0.0703 kg/cml
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions arc approximate.
Series log
REOUCED PRESSURE PRINCIPLE
BACl(FLOvv PRTVENTIR
1"- 909
11/2" .2'- 909-M1
Thc \\'atts 909 Scrics Rcduccd l)rcssure I)rinciolc Backflo*
Preventt'l s are dcsigned to provide supcrior crois-conneoion
control prolection of the potable water supply in accordance
with national plumbing codcs and containment conlrol for
water utility authority requirements. This series can be util-
ized in a variety of installations, including high hazard cross
connections in plumbing systems or for containment at the
service line entrance. With its exclusive, patented design in-
corporating the parented "air-in/water-out" principle it pro-
vides substantially improved relief valve discharge peiformince
during the emergency conditions of combined back-siphonage
and backpressure with both checks fouled. No. 909-QT.
Standardly furnished rvith full port, resilient seated, bronze ball
valve shut-offs. 3/r" and l" shut-offs have tee handles.
Modei 909 for temperature: up to 140'F.
Modu lar construction with replaceable seats.
Compact for installation ease.
Horizontal or vertical (up or down) installation.
No special tools required for servicing.
(Options can be combinedl
Suffix
S - with bronze strainer_HW - with stainless steel check modules for hot water and
harsh water cond itiorrs.LF - without shut-off valves.
Prefix U - with inregral body unions (%,, and 1,, only|.
Prefix FAE . with ftanged adapter ends 11V.,', t%,,,i.'onlyl.
l{0TE: The installation of a drain line is recommended. Wheo installino
a drain line, an ak gap is necesary. For vertical installations, a vent elboi
ls also necessary and the dkection of flow can be up or down lor sli'_ Z,' .
(ser: l.age 2)
S izes:
S izes:
3/4"
,,
11/q",
(
A reduccd presstrre principle backllorv prevcnter shall be irutalled at each cross conoectiorr to prc\ent back\rhorrage and
backpressurc backflorr of hazardous materials inio the lotablc rvater suppll'. The asrembll, shall coruist of a pressure .lifferen_tial relief valve locatcd in a zone between two positive seating
checl va.lves. -Backsiphonage protection shall inbude provision
to admit air dirc'ctlv into thC reduced pressurc zone via a separate
channel from thc ivater discharge
"h"nr,"l, ". air""ity ir,to tt "suppll pipc r.ia a sel)aratc vent. thc assembly shall include trvo
_ tightly closing shrrtoff vah,cs bclore and aftei the assembll,, test
1' . cocls and a llrotcrt irl, st ri|i ner upstreant of tlrc No. I gate valve.
L , , ,r:_*..."11b-t\' (sl)ccilr i\{odcl 909 for temperatures up to 140"F or \lodr.l 9091l\\' for t(,orl)craturcs up to 210"F1 shail mect rhe requirsDcnts ot ASSE Std. l0l3; AWWA Srd. C_5Il_99 CSA B&.{; FCCCttll ot USC lr{anual Scrction l0; UL Classified File
No. EX3I.SS. Lisred br. IApl\,tO (UpC). SBCiI (Standard ptumb_
ing codc)..\1,atts llc{rilator Co. iv"a.t msgf-i or 90geTI{\V-S
or eqrrivalent.
ES-90-1S.'3
.<-.;*
i {.,rr-it: ,.
ba
H
lYr
'- I'\' 4-
:.-'. -1i..'
No.9095.Or
Sall Valve
Test Cocks
Fint Check
Module
Arry.
Second
C heck
Module
A!sy.
Wrter 0utlet
HOW IT OPERATES
Thc unique relief valve construction
incorporates two channels: one for
air, o;re for water. When the relief
valve _opens. as in the accompanying
air-in/water-out diagram, the right.
hand channel adntits air to the too
o_f the reduced presure zone, relieving
the zone vacuum. The channel on the
left then drains the zone to atmos-
phere. Therefore, if both check valves
for'1, arrd simultancoL3 negative supply
and positive back pressure develops,
the reli:i valve uses the air-in/water-out
principle to stop potential backflow.
8.P. Zone
Pateot #4,241.752
HooTRS: 815 Chestnur Sr.. N. Andover, MA 01845
MAIL 8ox 628, Lawrence. MA 01842 Teter: 94-7460
Tel.(508,688-1811 tar(50E;794-1848/794-1674
Inlemalional Subsidiaries: Wans Regutator 0! Canada Ltd.hl. (416) 851 8591 ta(: (/16) 851 3288
Wans Regulat0r (Nederland)b,v. letex: 844 35365
. r ) r ) i I r l r r ' : : r ) I ) Ilr )r i(' I llf)9 r'r'lcott t'lt cr li
';t{jijliii ,':::rr....- ii,rfi ritt,, k .rr':tl:
:-, l;',1 ,:r.. ., :i... ':lt:tlis .rrtrl ilrttil,'
\1odt,l i)09 iuii;rl)1.. for suJrplv t)ri.siurr, up to I?-
:rt)(l will{'r lrt,.l,..r;1ltlri,\ ttI io 1.1(l l'.
\l(,(ill lJrilJlI\' .Ltit:rl)1,. for. srrn1,l.,. irr,'siilr{, lll
I'Sl ;rntl \r':ltl.r i,.ntl)r.r'itiur{,S UI) tr.r ll0 1'.
(Are Approximate)
l[o. 9O9AG Series ArR GAPs
When installing a drain lioe use 909AG :eries
Air Gaps on No. 9O9 backflow preventers.
' 909EL series elbows are for air gaps on
backtlow orevenler! in ve.tical installations.
I,.SI
l;i
l'lrr 'l:t,, lro iiv
it ;. -. _,1' ) ;i :
'.i:. | :
l,,r: . ,ii::-:,i,ir. :liir' .r..'iiir(. r..,rl,' r ,lrr,, l; t':rl|r';rnrl
rcli .i r:r1,,,. 1r<,'11'r.1,,'r. ilron;t,, lr,rrlv lr'st ()( ks.
CONNECTIONS
3/a "-l" 909-NPf l:crnalc Iiucadcd lltr<ir'(onncction.
l t: "-1" 909-It l-Nl) l' i\lalc'l-hrcacicd 8od1' Conncction.
Tested and certified under ihe follouing standards for reduced
pressure principle bacKlow preventers: A.S.S.E, No. 1013;
A\\IWA C-511-89; CSA 864.4: FCCCIIR of USC Manual Sec-
tion 10. Listed by IAPMO (UPC); SBCCI (Standard Plumbing
Code). Check local codes for approval of vertical installations.
IMPORTANT: |NOUIRE wlTH GOVERN|NG AUTHOR|T|ES
FOR LOCAL INSTALLATION REOUIREMENTS.
ELAOW
9O9EL
h- j_!_
r\l{f-rrilI
lron Sody
llo.O.rc-
For Xo,909
SL.!
Dnin 0ud.r
Sizc
0:mcnionr Al8
9(B,AG.C 90t-ft{
909-AG-f
90!l-t t-F
Air Gap
Elbow.
Ai. G.p
€lbo*.
3&" rnd l"
3/r" rnd l"
I r/|" thru 2"
I t/a" thru 2"
;?3la-
431a"
3rys'
44a"
23la'
6la"
3s/a"
I V? lb!
3/e lbr.
3tk lbr.
2 lbr
n llt/l EiiSl 0 NS (! nchesl
Size
909S-OT - Ueqg-OT
E F I c lwidth A D B c
TotalWei96l 116t.1 Les I With
Strainer lStrainer
3la"
1"
ltlq"
ltlz"
2"
Zit la
2211a
25sls
2131rc
304/a
lltla
173/re
20sle
21zla
23sla
75lta
75lta
113h
113/q
113/c
4
4
5
5
5
4slq
43lq
6s/e
6s/e
6s/e
11t la
r3
14
l5
l6
63/a
7
1'r lz
7t lz
Tela
3tle
3tle
5'tla
Stla
5tla
l4
i5
40
40
40
'!5s/e
17tlz
42slq
44
473|e
' I ypical maximum system flow rate 17.5 {eet'1se c. )
^")a o-i
15 20 25 l0 75 10 15
35 6PH
?O FPS
?0
15
Rro
5
0
20
rq
Rro
0
?0
15 g
v', an o- ,v
5
0
20
e15 v)ato
5
10 20 60 70
15
6Pt1
FPS
1" 909
5 10 15 20 25 l0 35 40 45 50 55 606Pr1
5 7.5 10 15 20 FpS
1%" 909
(;
l0 t0 50
5 7.5 10
80 90 100
20
't%" 90s
10 ?0 l0
s
40 50 60 70
7.5 10
2" 909
80 90 100
15
6Prl
FPS
75 100
5 7.5 10
175 200 GPrl
FPS
125 150
15
,.,1 1t'zX'-"..I
1.- fhcse vetvcs a.c des;gocd tO. gcnc.at ScrviCc wlrCrC t;grtt Shvt olf a^d f.Cquent utc frc
d,tt.rcd f ttcy .!'C CSI].C;Jtly rccomrncndcd lo, ttst_ ,'fit jlf a-n. r,.. o l_ w,r.C/ :^d qri
3a. '." :. 24r ra oon .lrat.rrl,( d,.,(.. :ttc .,tt,rco
;, ,,vt,!Cl (rf,(- troktr-.. tl._'.rr'.r., (tt.,t |) ut:.tt t:rt:ttl., ,t.\t) lttr:n.,,, .r t.Qrrr 1/:.11 v,vt,t, tu'l
loJ(t (cl^d.l.On.r llrt:y.trc COo.,t.(rCrC(, -,() t,r.lr rr'7 (.t^ r).! ,i-p.'C\a(] w,tlr trI] v.]t!c
,rifl'/1 rrrrr/ oOC.r/:{t fn:,t.On. w,'.lCr,rvltr ltttttt t...,t,t1: lrrn.,,, v.!r-..:,, t,t.r:r,.,t C...r.t},,elr.rCC.rlrt.:
.roo mCfJlt.C (tiC1. nOn -;l:l)C.,tO5 fr,rCi,^rl-.rrr{J t,/,-.try (j,rty t\tCt,:11 COr|.,tttrCt.O^ ,.1 ClrO((C
Ol d,5(t ri rva'lJOlC tO nrJkC ttrCSC v.ttvc'!, .,rr,titrt{-' tol . o.,l ..trfrt,Car,oo;
r 2;S z t?6S
,l t,:tco 'r r'r-
Sl',5i|{r sc'ucr. 2-
t.'a o{y. Arf,.Ovcc by
r:r: Nc* Yort Cry Bo,J'O
cf S2rda.os a.d Apocats
u.c.-.: Calcnoa' No. t0t9.8l.SA
€c.r'Jc{ *lt No. t25SO AuOUc'
O5c and (arc.o lo. ?O0 wOG
r€r(e (No 9ea/nt.
FeCOr, rrC<ECO tO. l..e SOr,^irC,
sc:.-ace
tTit t t?6t
l-.1,'i):)Cd s-t;r .'JC l2j to
lCttotr' d(4 :O: g.,vratJt tC.e,CC
ll.lclud,^9 .-lCJm
1265
1267
I265O '-':;r i.ca;q x3^O.,,r.,..i
|?6IO $'::r l.t t:c t.tJ.rctr.i\\-{
t 25SB .-:n 3.,,,...-t, tr.r116".a....r
| 25f O w{'l 3:cn!c ltJ.rd..{\r
{+ff.i:Jr!
4 *JJ_,
ili
/.lso AvJJaUe vn{r
I I l:note - t265ll.l
125 lbr. v/SP
200 lbr- V/OC
lO01l Pr<trurc fcetcd
Scrc*<d €nc.,
tl,ring Stcd'
Snivcl O::c I totdc.
Vc.til.ltcd n lsdr..0^, ilio;
AvJ.lJblc r;ah l't.tit;C ltr^i \r,trcct
tltrougl, l -
Ooiry Mrtc.;Jt: 0ro.r.c Coo,o.h;ng
lo ASf ^l 0l.1J-5t\
1255
1257
- ..i tl l+t-;^
:-.-
"-l
I
I
Sirc lll'3/8-u2-.L/4't'r !r?-2'
NO
r?5S
r25r
I fJ{ -| ?fr}z'2 toz'2 ty3?-2 Jtn2-3 9/r6 < t/16 ( r rrt5-
o | 3r{ -r 3/{2 r[j2'2 v6'?vr J 2 ]n2'7 2111)'
Gligd-t I r/r6'I r/B-3 tr{ -J rr2-' lra
Strip
wt, (lrrr.l -{a -56 .60 r.OO t 8l 2.5'J69 sea
l.lo.
r265
l?6t
zlJz-r5,rG-| 3'u2'| 7t:t2't l5rl?-l]/4 2-2 tttl2
o | 3r. -I 3/{'z rnz'l ? lrE-2 Y.'a 2\1?c
(Oor.dl 2 vr-l f,-I t/{'3 5ra-1-a tf2-5 r/r -6 rt2
s^b
\1'1. ('.u1-l .<a .56 -69 -9<|.)6 l?6 537
Oura-
Un.r
Prc\l?r3 r2 6 6
t2
Ou.rn.
C:-,r: . :.. 60 (n
o
FIRE PROTECTION VALVES.
I to:jt_ VA[ '/[',ij(11 ji ,i\i,11 \/[-
Lri!'Cl '.r ttrc sD.'nkl(r .nOusi.y lo tclievc lpC of
crcess \.,/Jter Jnd to pjcvcnt l(c€zing.
. Sirq: |i2" tcd Jla..
gtripping Wcighrr:
. ll2" - 0.43 ttx.
l/4-' .0.56 tt, r.
Q.rlnri11, Pcr Crn.: l2
valvc unscats o.{y by torce ot gravity causing
b:ll ru lall ofl scat. Use o.Uy h hodrodaf pos,. .
tion. Oo not usc v!;0t .no(c lhan O.€ lL ot hcad
(s3ler p(cssufc) on U drcd(
3OO lbs. V.|OG
I Ooolo l.lyd.ostaric Icsred
t{e:lvy ll.tndwhccl
Rcplaceabte Rvbtrcr Oi:c tor
Watcr Scrvicc
Sc. cwed [ndg
Rising Srcm
Sc.cwcd Bonnct
l- i,|Jle Pipc Ih.!.Jd Intct x I t/?-
L,ralc llosc ftr{cJd Ourtcr
(Spccily Hosc llr:Jo;t orhe. l[]n rnose aiovd
Body Malc(;Jl: Bronre Conlorming ro ASflr td5-5A
App.ovcd by rhe New York City Board ol StJndards
and AppcJls Undc. CalcndJr No- tO79.8t-SA.
Ouant;ty Per Ctn.: 2
BALL DRIP VALVE
/6
(
(
30
l"l
23s
No. FP53L
Relief Valve
Set 175 PSI
GD ,,noo.,,,nlers Laboratory hsred
walls No. FP53L is designed for use in tire protec_
tion grid systems to provide protection again5l 91695-
sive water pressure caused by thermal expansion or
line surge. lt has a standard ,|75 psl pressurs relief
setlrng and can be installed horizonlally or vertically.
Bronze body construction u/ith stainless steel spring io
inhibit corrosion. The valve is conslrucled with a preci_
sion stem guide to ensure pi-oper reseating The lest
lever affords periodic manual testing and flushinq ol
v/alenYays and SeatinO surfaces.
Underwriters Laboralory lisled
Forge d stainless steel spring
Eronre body c0rtslructi0n l0r superi0r slrength
and lo prevenl corrosion
Manual tesl lever
Valve slem is guided t0 enhance resealifl0
|,1" male inlel r temale outlel
175 PSI pressure seflino
-l / 11
Prt:ssu re
For applications requiring a UL approved retief valve to
provide pressure retief proteclion from water Dressure in
excess of I Z5 pst. Each vatve sha be bronze body con-'\struclion with ferggf, stainless steel spring. lt shall have a
.lest lever and the valve shall be guided to enhance
reseattng and lo decrease chance of the seat being mis-
aligned. Wans Regulator Company Modet No. Fp53L.
ES-FP53L 9328
P.inted in U.S.A.
ES-FP53L
Approved product for use
in firc protection syslems
Pressu.e Hetref Vatves should be tested
pr'riodically lo ensure that the product has
not been atlected by corrosive water cqn-
ditions anC to ensure that the valve and
discharge piping have not been allered or
lamoered y/ith-
Wodd Class Valvcs ffi!ffi*"
-Si.r(c
rAt.
-P|-UM8ING
6 N€AIING OlvlSlO
815 Ct.stour Strcit florrh Andov.'. MAOt645.6096 USA l.'. (5061653.t81r r.r: (508) tg{.tE!o lc.ni Indutticr (c|nrd.l t.ic.
rrl. (.16185r.8591 f.r: (. t6l SSt-8?6E wrnt Indstt i.r (tr.o9cl EV f.r: .3t.g336.5^at92
w.Ilt o(r.n 8v trt; .3t-g33d-5zlr3
%- NPT
Male
Outlet
%" NPT
Femalc
Outlct
ch
sY2
ts0ry
SINGLE SIDE ENTRANCE
FOR CONDUIT
Straight conduit entry above thc OSy2 bracket
and away from the J-hook adjustrnents makes
the installation faster. easier. and helps
eliminate unwar.ted call backs. Requires less
expensive fittings. Durable metal enclosure
gives the sr,vitch protection from adverse
weather conditions-
SYNCHRONIZED DURAELE
SWITCH ASSEMELY
Two 10 AMP 125250 VAC switches provided as
standard are locked in a synchronized position
and encloseci in a rugged terminal block for
added srrength and durability- Accommodates
up to '12 AWG r.vire-
NEW ERACKET DESIGN
Makes installation faster and easier. Suitable
for '1" to 12" valves.
ADDITIONAL APPLICATIONS
The OSY2 supervisory switch, without its gate
valve bracket. can be used to monitor side-
bracket style pressure reducing valves. lt5 three-
position switch gives vandal and valve close
signals, The adjustable shaft rhakes
installation easier.
SEMS CLAI\4PING PIATE BRACKET
Enables wiring to conform with UL 753
Paragraph 17A.2.
SUITABLE FOR
INDOOR/OUTDOOR
APPL!CATIONS
OPTIONAL TAltvlPER
SWITCH KIT
=^5YSTE!WSENSGR:---.-.-- .- A Dl vltloN oF Pl rrwAY-- -----
3825 Ohb Avenue. St. Chrrtes. lttin<is 60174. 7OS-37?-6363. frX: 708,37?.6495
l. ct^r,{v rlq.c7<.rao< . 14Y. 4rc.ct<-f6-o
ErwEE f; - MEA ;;m @<P9
,I
Potler Eleclrlc Slgnal Co:npany
:2081 Cralg Rd.,,/P.O.Box 28480
St. Louig, Mo. 63146
Potter Elodrlc Slgnol & Mtg. LTD
1967 lrsll€ Sl ro{:
Don Mllls, Ontarlo, Canada M3B2f.{3
(3r4)878-4321/(BO0 25-3936
PIPE SECnON SHOWN
FOR ILLUSTRANON.
PURPOSES ONLY
u.s. PAT. NO. 3921989, CANADTAN pAT- NO. .t 009680
OTHER PATEMTS PENDING, POTTER ELECTRC. Rd.. I99O
c I 6)-14 1- I 833
U.L USTED
Servlcc Prert!re : Up lo I /5lrsl
lllnlmum Fl'or Rate f or Alarm: l0 GPl,l
llarknur:r Sucgn: 18 FPS
Cornaa Radrqa: fwo sots of S.P.D.T- (Form C)
i-. l0Amp.@ tzsr2s0v-Ao | 2 Atnp.@ 0-.30V. OC Roslilvo
ErMro nme<tel Ljmhatlons: 4g'FnmF - 4.5" C/49" C
Cond:h Entrrnco.: 2 oponhgs tor lZcondu!
Csutlon: Thb d€vks ts not Inlended lor apptlcadons In explosive
gnvitnn€nls.
Slze. Avrflrhl€:
For lyp€ K L & l,{ coppor plp€ -
srzes7,2ln'.3' & 4'
For lbted CFr'C p{p€. S0R 13.5 (standard dlnEnslonalra o) -
$z6s7.? ln'&3'
Ssrvlc. Us€:
Al.noorab Spnnkl€r
One or Two Family Dwelling
Rosijeraial Oca.rpanclss up to 4 slories
Conu"J Sation
Locaj
iurEz:1
Roncr: .}ation
ProSe';ry
Ofllonal: Ccrsr TamperSwllch OrJ€r Stk No.00900lB
NFPA-IJ
NFPA-I3O
NFPA.l3R
NFPA-7I
NFPA-72A
NFPA-728
NFPA.72C
NFPA.?2O
GENERAL INFORI,IATION
The t{odel VSR.CF is a vane typo watedlow switch fo:.
use on wet sprinkler syslems. lt is uL Lisled for use on
type K. L & M copper pipe. sizes f thru 4'ard listed
CPVC pipe, SDR 13.5 (slandard dimentionalratb). sizes z lhru 3'.
The unit may also be usod as a sect-ronal waterllcw de.
teclor on large systems.
The unit contains two single pole. doubto throw. snap
adion switches ard an adiuslable pneurnalic retard.
The swilches are actuated when a llow ol l0 gaflons per
miruJte or (roie occrj.s downstream of the dodce. The
flow cond(ion Inust exist lor a perind of l:rne necessary
lo over@me the selecled retard perird.
ENCLOSURE: The unit is enclosed h a general pur-
pose. cast aluminum housing. The cover b heH in
place wnh $/o tafrpe( resistanl screws which require a
spcrcial key lor removal. A lield installable cover tamper
switch is available as an optirn whidr may be used lo irF.
dbate unaulhorized renroval of tho cover. See Eulletin
763 lor inslallation instruc;tions ol lhis switctr-
INSTALLATION: See F(7. 2.
These devbes may bo nrounted on a horizontal or verti-
cal ppe- On horizontal pipe they shoutd be inslalled on
lhe top siCe of th€ pipo wher€ rhey wifi be accessible-
The unG shlub not be installed within 6 inches of a fit-
tirE which cl€r€os th€ diredbn ol the watedlow or within
2.1 i.Ches c{ a vafue Or drain.
Drain the sl:lern ard drill a hole in the pipe using a ckor-
ler saw in a stcrr speed drill. The 2- atd z IZ devices
r:quire a fda with a min. dia. ol I l/8' to a max. dia. ol
I tl6'. Al o(f€r sizes require a hole with a dia. of I 7/B-
lo a rnax. d€. ot 2 U16'.
Clean tho irsde ol the pipe ot alt growth or olher mate,ial
lor a distarce equal to lho pipe diameter on eilher side ol
ttt€ hole-
Ro[ the varc so that it nuy be insorted into the.holc. do
not berd or qeas€ il. Insert the vanos so lhat tho anow
oo the sa6l€ points in tho dir€ctbn ol the watedlow.
In$all the saddt€ srrap and tighten nuts altemately to an
svenual lGl in_-hs. ol torque, so€ Fig. 2. The vano musl
rK,( rub the irsd€ o{ th€ pip€ or bird in any way-
PRNTEO Tfl USA AULL€NN 77t PAG€ T OF 2
tRJ
coaoi^. c^ - (tr.l ttt.55ee
(
,'TRIMLINTi'
Siz<: [(angt - lf 7 tlvu 8 irrch pr1x.
Material - Stccl. Mil. G.rlvanized to G-90
fication.
Funclion - For fire sprinkler and other general
piping purposes. Knurled swivel nut dcsign
permits hanger adjcstment alter installation-
Spring tersion on swivel nut holds it securely in
hanger before installation. Swivel nut is easily
removed-
Approucls - Undemriters' Laboratories lsted and
Factory Mutual Engineering approved. Con{orms
to Federal Specification WW-H-l7lE. type 10. and
Manufacturers Standardization Society SP59,
iyp€ 10.
Maximum Temperature - 650"F
Finish - Mil. Galtanized, HDG, and Stainler.s
Steel-
Order By - Figure number and pipe size.
FIG.2OO
ADJ US'TABLI IITNG I-IANGSII
slxci
(
.--.7'-'-/l\+-
I
PIF€ ROD StZ!SrZ€ BC sTocl(
srzf,'qJ{I APINRO)C REc. WEGHT
LOADLBS. PfX !o(t
I 3/8 3-3.16 2-Sl8 r-l/8 t6oax5/8 400 tz
l- l/8 2-Sl8 r.3/8
2-T8
400
lfua x 57'8 l - 1,.2 3/g
2-42 3/8 4-r/8 r-3/4 l6ga x I
J. U'3/6
13- l/6 8-314 3.1/4 l2ga x l.I./4
400
2-3/8 7 -vs s.r/1 l6ga x I
9. r/8 6-V4 I4ga x 1.3/16
(
2-3/8
I|lIlr-lt
HANGERS AND FASTENERS, cont'd.
WOOD DNIVE SCF.IEWS
/\r I 't'..-\ \\
--: .' -1
,/ - a
..:, _ :,
./:-... . '
,("-'
STEEL EYE SOCKET
OFFSET STEEL EYE SOCKET
SIDE EEAM
CONNECTOR
800 8*1015
(
L8S/
KiG
33
t,?
50
ii0\ll" I
li6)l lt" \i\el \--- )
Af i hangers are available tor Yz' threaded rod- Call for a quote.
ANGLE ERACKET
O TYl
KTG
1l14xl'/''
2 | l4x2'
ll l16x2'
IIEM stzE
OTY/
K€G
LBS/
KEG
4 3/8'2500 130
lIElt'!stz€
0l //
K€G
LBS/
XEG
3/B -1000 55
ITE[l stzE
OTY/
cs L6S/CS
6
7
38'
1t2'
ro0
100
t2
t.,
/.'a
{.1
,,,.. 4 .J
"l 1 ItEfti s:zE
OTY/
cs L8S/CS
I 3/B -r00 JJ
C3
\
-(
t.r(;. 9')
lrt I tttt(t:A|) IiOt) OUI'tO t I.NOItt
I'rr,' ii,t't,1,. .j,,.'i :r,.,. i,':,, ut it t,vl rrr I rrrrir
itttt,:riol , (-.: r l., rr r li:.,".:i
lrtoxintutn IcnVcrorurc - 7..{J-i-
Fitislt - [)l.rin. Occtro Cal,,anizcd. and Stainlcss
Stccl.
Ordcr By - Ffuurc numbcr. rod Clrnrctcr. rod
lcn3t lr. and finish.
a1^.(. RaC to^r) l rr5
toR SfJr!4c[ rfxf5.ROO
5r2.f t-.'t'f lio-(
610 5{0
lU0 l0t0
rstO l6t0
211(t 2t2O
37/0 3lia
1to
t/?
5/8
3/4
7/s
FIG. rcO
ALL THREAD ROD FULL L€NGTHS
Size. Ronge - l/1 rhru t-ll2 irrch rod in 10.{-tcng(ns.
Materie - Jarbon Steel
'Mqxr'mrrm T c n o e r a t u re -' ? 50. F
fn;s& - Pbh. ilxtro.Galvrnizcd, and Stainlc.s Steel-
Ord.cr By - Figure nunrbcr. rod .lbnrcter. and finish
sfsi:8€'.H rE:?+
v{2{0 215 t2
RryffDelgroFa6.rursffi erEF y4 2710 24?0 r23 rferils:?qlF3@mBEerry I t1960 4420 m
ROO suI (sof
''gf Ptx l@ Fr
PERMIT PROJECT
Bfrootlo
NUMBER OF
.;.' ' .)
INSPECTION REQUEST
TOWN OF VAIL
479-2138
DATE , JOB NAME
READY FOR
LOCATION:
INSPECTION:MON
CALLER
TUES WED THUR FRI
BUILDING: PLUMBING:
tr FOOTINGS / STEEL tr UNDERGROUND
tr FOUNDATION / STEEL tr ROUGH / D.W.V.
tr FBAMING D ROUGH / WATER
,-.., ROOF & SHEER u pr_vwoob r.tnrr_rruc tr cAS PtPtNG
O INSULATION
-
D POOL / H. TUB _
tr SHEETROCK NAIL tr
-
tr D_
tr FINAL tr FINAL
ELECTRICAL: MECHANICAL:
tr TEMP. POWER tr HEATING
tr ROUGH O EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
-
w"''tr,
tr FINAL tr FINAL
PM AM
tr APPROVED
CORRECTIONS:
tr DISAPPROVED tr REINSPECTION REOUIRED
7 \ 'a.l
.7J -
\
DATE INSPECTOR
-i. -,. .!-:fr
INSPECTION REQUEST
TOWN OF VAIL
479-2138 PERMI
DATE
T NUMBER OF PROJECT
INSPECTION:
JOB NAME
MON
CALLER
TI.-}ES READY FOR
LOCATION:
WED THUR FRI AM PM
BUILDING:
tr FOOTINGS / STEEL
PLUMEING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER " PLYWOOD NAILING O GAS PIPING
tr INSULATION N POOL / H. TUB
tr SHEETROCK NAIL D
o E
tr FINAL tr FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
T] ROUGH D EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr tr
tr FINAL D FINAL
tr APPROVED tr DISAPPHOVED REINSPECTION R EQUIRED
CORRECTIONS:
"./ 4..
,4 {7 1 ./)t !,.:,. '
o/?--
DATE INSPECTOR
-:-
.;. *-f \i t ,T
srATE OF COLORADO I DIVISION OFFIRE SAFETY -
PLAN REGISTRATIONFORM t
Date__ a-/J)-/!i_ Contractor Regishation Number oo8
'4i Contractors Name [LL-SlLTff FI.iii rr{f f ECt'Ioj.,r I}.Jt ^
MailingAddress $04J ::. ?6tr'r Ave. 0i2
City _e
Telephone No.
Name of
System Test
Signature
Certification No.(Qualified Fire Inspector)
Jurisdiction
Comments
Zp Code !{.};) ? ?
(for additional comments use aeparate sheet)
Distribution: Original copy goes to,Dirrision of Fire Safety upon totalcompletion of form. Copy to local fire department:
Copy to contractor and copy to building owner upon completion and sign-off.
o o
I
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMII Permit #: M95-0133
75 South Frontage Road
Vail" Colorado 81657
970-479-213V479-2139
FAX 970-479-24s2
Job Address...:Location......:
Parcel No. .. ..:Project Number:
Department of Community Development
APPLICANT STONE SHEETMENTALMECHANICAL
1111 SOUTH 9TH, GRAND JUNCTION 81501
CONTRACTOR STONE SHEETMENTAL MECHANICAL
1111 SOUTH 9TH, GRAND JUNCTION 81501 OWNER CAPPY MICHAEL t
1901 EVERGREEN RD, LOUTSVILLE Ky 40223
Description:
HUMIDIFICATION AND VENTILATION
166 FOREST RD
2101-071-15-0 05
PRJ95-002 4
Status. .
Applied.
Issued..
Expires.
Valuation:
#0f Gas Logs:
.: ISSUED .: 08/2e/re9s .: 08/31/rees
. : 02/27 /!e96
Phone z 3Q324250L4
Phone: 30324250L4
24t496,0O
#0f uood/Pat tet:
*t***ffi*ffffff*ffi*'tlt,rr.*t****|t*}*ir*trl*tr**l*|*f,tri*l**#(** FEE SUlll,lARY ffi**********ffffi**ffiffi******fitrff****ffffi**
l,lechani ca [---)5m.00 Restuarant Ptan Revicrr-->.00 Totat Calcutated Fees--->628.00
Ptan Check---> 125.00 DRB F
tireptaca Intornation: Restficted:
lnvestigat i on>
t,iLt ca L t---->
.00
3.00
#0f Gls Appt i ances:
TOTAL FEES-._-
.00 Additionat Fees---------> .00
628.00 TotaI Permit F!F------->
Payments-------_---->628.00
6?8.00
BALANCE DUE----ffi ***ffit**|t*/rffii**tjr*tl.lt*ffi J.'r***'r*'rffi ******r**rffi Jr*ff **ffi ****ffi tffi ffi ffi H*tffi ff **trt*****,rffi **
IIe-m: 051OO BUILDING DEPARTMENT 08/29/1995 CHUCK Action: APPR
Dept: BUILDING Division:
CONDITION OF APPROVAL
********************************************************************************
DECLARATIONS
I. hlreby .8cknoetedgc that I have read.this apptication/ fitl.ed out in fut! the informtion fequi rcd, compLeted an pLan, and state that etl the infornation provided es requircd is corfect, r lgree to compty riith tire iniorrnation to coirpty Hith al.l, Town ordinances and state [aus, and to buitd this structure ing to thc Torrnts :oning and codes, dasign revirw Epproved, uniform Buil,ding code end other
REAUESTS FOR II{SPECTIONS SHALL BE }IADE TI,IENTY-TOUR HOURS T}I 0R AT oUR oFFIcE FRol{ 8:00 A 5:00 Ptl
SIGNATURE OF Oi.INER OR CONTRACTOR TOR HII'ISELF AT{D OTJNER
accurate p[ot
rnd pl,ot p[an,
3ubdivision
?t|p'*u"uo
****************************************************************
TOWN OF VArL, COLORADO Statennt ****************************************************************
Statemnt Number: REC-0060 Anount: 628.00 0eFL/95 15:04
Palrment Method: CK7362 Notation: ck for 620 & csh Init! l{}IC
****************************************************************
Permit No:
. Parcel No:Site Address:
This Payment
Account Code
01 0000 4L3t2
01 0000 4L332
01 0000 41336
M95-0133 Tlpe: B-MECH MECHANICAL
2101-071-15-005
166 FOREST RD Total Feea:628.00 Total ALL Pmts:
Balance:
Description
MEC}IANICAL PERMIT FEES
PLAN CHECK FEES
VIILL CAI,,L INSPECTION FEE
PERMIT
628.00
528.00
.00
AInount
s00.00
125.00
3.00
'L/*,,':v*rJ:f***=frfi98[PFPi
PERI'IIT APPLICATION FO
olo,az 8- )t-29 ?n
APPIJICATION MUST BE
'IT.',ED
OUT CO!,IPI,E'S"V ON J{/
[ ]-other
Legal Description:4 Block / Filinq
-t
[ ]-Butlding [ ]-plurr,ing [ ]-Electricat ffl_!{eehanibat
Job Name: OApei?G=,n., 13 Job Addre ssz lhL R)at
Lot f
owners Name:
Architect:
ceneral Description:
aaar"==, /4o/
Address:
{
Electrical
Address:
. Plunbing Contractor:
Address:
BUTLDING PERMIT FEE:
PLWBING PERMIT FEE:
I'fECHANTCAL PERMTT FEE:
ELECTRTCAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
Town of VaiI Reg. NO.Inl>q
Phone Number: eil-<+T
BUILDTNG:
STGNATURE:
ZONfNGS
SIGNATURE!
A0s2ttW
L
ftl"t
and Tlpe of Fireplaces: cas Apptiances
{*
* * * * * * * * ** * * * ** * * *** * * * * ** * * * ** * VALUATTONS
cas Logs_ Wood/pellet
Igork crass: t$1-uew [ ]-Arteration [ ]-Addrtionar I l-Repair [ ]-other
Number of Dwelling Units:Nurober of Acconmodation Units:
* * * ** *** * ** * * * * ** * * * ** * * * * * * *****
BUILDfNG: $EIIECTRICAL: S OTIIER: $
MECHANICAT,' $.ffi
-
TOTAL: I
fNFORMATION * * ** *** ** * * ********* ** * *!r*!r
Address:Town of Vail Reg. NO.
Contractor:
Phone Number:
rTown of Vail
Phone Nunber:
Town of VaiI
Phone Number:
Reg. NO.
Reg. NO.
Mechanical Contractor:
Address:
********************************FOR OFFTCE USE *******************************
BUTIJDING PI.AN CHECK FEE:
PLUI'IBfNG PLAN CHECK FEE:
MECHANICAL PI,AN CHECK FEE:
RECREJA,EION FEE:
CLEAN-UP DEPOSIT:
CI.EAil UP DEPOSIT REFIIND TO:
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NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
MECHANICAL PERMIT Permit #: M95-0143
75 South Frontage Road
Vail" Colorado 81657
970-479-2 I 38/479-2 I 3 9
FAX 970-479-24s2
Job Address...
Location Parcel No.....
Project. Number
Department of Community Development
165 FOREST RD
2101-071-15-005
PR,J95-0024
'Status. .
Applied.
Issued..
Expires.
ISSUED
oe /06 / tees
oe /L4/tee5 03/L2/tee6
APPTICANT ALL-STATE FIRE PROTECTION, ]NC
6045 E 76tH *12, COMMERCE CrTY
CONTRACTOR ALL-STATE F'IRE PROTECTION, INC
6045 E ?6TH #12, COMMERCE CITY
OWNER CAPPY MICHAEL L
1901 EVERGREEN RD, LOUTSVILLE KY 40223
Valuation:
#0f Gas Logs:
Phone: 3032883901
Phone: 3032883901
11,500.00
#0f Uood/Pattet:#of G83 Apptiances:
Restuarant PLan Revieu-->
DRB Fce--------
TOTAL fEES-----
80022
80022
303.00
303.00
303.00
303.00
Description:
FIRE SPRINKLER SYSTEM
ti reptace Infornation: Rrstri ctrd:
*ffiffi*tr********fi***/r****|tffi*ff*'tffi#(#***irl(* FEE SUm,lARy #r*ffir*rr*fi****t**fr****ffi,r**frffi***H*****ff***
l,lechani ca [--->
Plan Check--->
Invest igat i on>l.litt CaLl,---->
240.00
60.00
.00
3.00
.00 Total catcutated Fees--->
Additionat Fecs--------->
Totat Permit Fee-------->
I!e,B;.,q5i40 BUILDING DEpARTMENT o9/O6/I99s DAN Acrion, APFR Dept: BUILDING Division:
CONDITION OF APPROVAL
].. FIRE DEPARTMENT APPROVAL AS NOTED OF LETTER ATTACHED.
*****************:l**************************************************************
DECLARATIONS
I,hcreby acknoutedgc that I hav! read this apptication/ fitl,ed out in fuLt the information requi red, compl,cted an sccurate plot pl'an, .nd state that atl the infontnation provided as required. i.s correct. t agree to conrpty ri.ittr tire information and plot itan,to comply eith a[[ Tovn ordinanccs and state Lawi, and io buiLd this structure according io'tne rorn. s ioning ana subdivisibn codes, d.sign revieH aPproved, uniforn Buitding code and other ordinances of the Toun afpticabtc thcreto.
REOUESTS FOR INSPECTIOI{S SHALL 8E }IADE TUE}{TY-FoUR HOURS IN ADVANCE BY TELEPHONE AT 47}213E On AT OUR OFTICE FROr E:m A 5:(D pH
SIGNATURE oF or,rNER oR coNrRAcroR FoR HrilsEtf AND ouNER ?
- ' g
6
{p *"n"uorut,
****************************************************************
TOWN OF VAIL, COLORADO Statennt ****************************************************************
Statemnt, Nurnber: REC-0069 Anount: 303.00 O9/L4/95 09:49
Payment Method: CHECK Notation: #3939 Init; LRD
Permit No:Parcel No:Site Address:
This Payment
Account Code
01 0000 4L3L2
01 0000 4L332
01 0000 41336
Total Fees:303.00 Total ALL Pmts:
Balance:
Deecription
MECHANICAL PERMIT FEES
PLAN CHECK FEES
WILL CALL INSPECTION FEE
M95-0143 Type: B-MECH MECIIANICAL PERMIT
2101-071-15-005
166 FOREST RD
*,***************************************************************
303.00
303.00
.00
AIIrount
240.00
60.00
3. O0
Ifl$l,.*__
l-Mechanical I E-Other [ ]-Building [ ]-P1unbing
Job Narne: cApprr RESTnENcE
Owners Name:
Architect:
OWN OF VATL CONSTRUCfI
PERMIT APPLICATION
[ ]-Electrical t
Job Address:
j
Legal Description: Lot h 4 Block 7 riling
Address:
Address:
Ph.
. {prnber and Type of Fireplaces: Gas Appliances v
{*
** * * * * * * * * * * * * * * * * * * * * * * * * ** * ** * VALUATIONS
ceneral Description:
work class: [x]-New [ ]-Alteration [ ]-Additionat [ ]-Repair [ ]-other
Number of Dwelling Units:Number of Accommodation Units:
Gas Logs Wood/pellet
*********************************
BUILDTNG: $ ELECTRICAL: $_ -,\ otHnn: f f:*"1""' ,q-t:;Eiffi; *r'@- ;;;il; +-L
l]*******************{*l{*"***- cok-TRAcToR INFoRMATToN * * * * * * * * * * * * * * * * * * * * * * * * * * *teneral Contractor: aLr._snFATE F,rRE pRorEcTToN To$rn of Vail Recr- llo- tr?Cl-S General Contractor: aLr._SnFATE F,rRE pRoTEcTTON Town of Vail Req. NO. a?O-S.Address, eoas n. zottt nrr.. + rz phone lr"rnre.: -Z-Cq>?1fr-
. Commerce City, Co. 80022 Electrical contractor: -Address: 'sLor: ;;:1""f"ffi:1,*"n.No.-
Plunbing Contractor: Town of Vait Reg. NO.Address:
Y::l1l]:.1 contractor: rown of vair Reg. No.AqOfeSS: DL^h^ rr.--l- - - ^Phone Nurnber:
********************************roR BUILDING PERMIT FEE:
PLWBING PERMTT FEE:
r{ECHANICAL PERI.{IT FEE:
ELECTRICAL FEE:
OTHER TYPE OF FEE:
DRB FEE:
oFFICE USE *******************************
BUITDTNG PI,AN CHECK FEE:
PLI]MBING PIAN CHECK FEE:
I''ECHANICAL PIAN cHEcK FEE:
RECREATION FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMTT FEES:
LDING:
SIGNATURE:
ZONTNG:
SIGNATURE:
,CLEAN TIP DEPOSIT REFI'I{D
-
I
.l
{,1
'i
. EEP-2t-9E MOr.l
g9/t2,/1995 15: lE
P. 6=
trEI3E 82
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NM BECH
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TB.EAEE
e. fis6(}c. 9?B 4 ?9 L T,l B
ESCIE^R RICE AS5;
E I) EacobariHlcc lnd Aosoclatcr.Inc.El\,'"
Septcrnbr22, 1095
Picrco, iiegerberg ud Arsocirtq Archftecte
t000 South Frofisge l(ord west,
$uits 300
Vri[ CO 81657
Rq CrppyRtsidnce
PN 94totl
Attar Kea Robmsoo
Dcu Kcn:
TluE lette'r ir to codnnnry colverEatiol $dh Mlrk $ten'cae rt Boe] rtd Acooobtoc oa Srpteuber
21, 1995, rugrndfitg the tbotirgr for thc sig6 l4qirirg rvsllr dorg the &ivtuny, for the rbov+noted
projcc. PlerEo fEfrr to nDplaneetd dstrd lflrzz, drted EiZ&95,
MarL uotcd thnt nolr tLc *rr* co.d oftbo drivawry, tbc od*ing arbgredo orterirl bolow tho
utbipefcd elwrtion ofthc drlvamy ir rolld bedrools He rskrd ifthe qnll dowsk rot€d oil lhe€t
.liD22 eould bc rmbcdded direaly into the mfid bcdrock mrterid, rrthcr thra ptovldtutg fte tent
dowels bro the footiu.
Ihc vcrtisrl rlowrle nny be cubcitdcd dircctly into thc bedrosl, provldd thrt the bcdrtch is eoli4
rufiocrtured mrtc,rid- Tho t,rrs should bc dowcllcd r rrhimrn ofcight (8) iuohcc into the eolld
boilrocb snd eecurcd with epory groot thc ftrll dopth of&s rubsdnnt. Tho douah
dtotrH ettcnil n minitltrn of 2''4* into thc corcf,eta urrll, rlrr| hc hgrat wi?} the vcrtlorl well
reinforc,in$ s$ trotEd or shErt IiDz?.
Ifyou hrvc any additioral qucdloto rtgu'diug ttil* uuttyr, plOrm ftcl tce to odl us et (lO3)
678.5002, Tfukyou.
Slnc*roty,
n*.:)4*)1"F. AIIIIT Alsof : I A' rF:$, rNc.
lIIil /I I I Il I tt t I t \/ Y:w'wd \-t I fv
0livorWlRice, P.E"
oor Drrrcr Nori4g, Brok rnd Aaroc,
F'o, Bori 5la5
I ongntonl- CO t0!01
rErE. (ll1) 6t*-t0Jl'
IAX' (001J 6?ts8&92
r.0, 8$ ?0J65
Bouldtr, CO l0tt0
Ttl P/PA1(l itlE) aqa.3l?i
t- 9EF-28-95 llOFl
81/ 22{7775 BDt l0
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nT.i ?#ltOE 9.o\.
LAODER FEINF, HOICIZ.t l6rrs.a" TYP,
r'Z)'rF'+ lioRlu. gaNT.-
SLAF ANIT/OR 6EPRACK'
EXTENP PIAIL'i 4A E AF o
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TYF.
ExST'e OOI{A LEVELINe
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LAPOER REIHF. I{OFqIZ.
| 16"a.a., TYF,
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Frolrc} "nO,&T
42 lVest Meadoa Driuc
Vail, Colorado 81657
t0t-479-22t0
Vail Fire Department
September 5, 1995
Steve KyIe
All-State Fire Protection, Inc.
6045 E. 76th Ave., Unit # 12
Commerce City, Colorado 80022
Re: Cappy Residence
Dear Steve;
We have reviewed the plans submitted for the fire sprinkler system at the Cappy
Residence in Vail. We have approved the plans as noted with the following concems:
l. We would like to see the four sprinkler heads in the living room calculated.
The original scope ofNFPA ll-D was the mobile home and single-family
residence. In the full scale testing, ceilings were nornrally 8 foot and floor areas for the
entire residence did not exceed 1500 square feet. No single room was large enough to
require more than two sprinkler heads, hence the l3-D requirement to calculate for two
heads. Our recomrnendation was to use l3-R as the base design standard.
In Mr, Cappy's residence, the living room ceiling is l7 feet and the living room
itself is over 380 square feet. The plans show four heads in the living room. With use of
quick response sprinkler heads in the living room, it is possible that a fire in the living
room could cause all four heads to activate.
2. Hydraulic remote area "C" is of some minor concern.
The system pressure available is 97.9 and the system demand is 87.9 psi. .
Remote area "C" is at the top of the structure and is there,fore, most susceptible to
changes in the peak demand water flow, We would like to see a safety margin of l0%
minimum. The calculations show that now but any minor change or fluctuation in the
availablewater may reduce the margin to below the l0% minimum.
3. Please use a l/2 inch orifice on the inspector's test. The intent i d
flow from a single sprinkler head. A 3/4 inch discharge may
activate before a sprinkler head would
o
\)
All-StaF Fire piotection, Inc.
lappy Residence plan Rwiew
Page 2
I
J;#r,Hrt3"fl"ffi fi ,i,1t'.n:ryarentlvnotincru{qdinAu-statercontrast.we
deaits and te.t certincatlt"'lu:1tt underground' The-vail F;;'irpilJ*, o*0,:es tor the rmderground per NFPA stanJaro-si**]
5' conceared combustibre co^nsrrueioa atti.cs, an$ crawr spaces must not be used or accessible for use as stofage or used u,,u.fr*ilar $paoes.
Prease contact us ifyou desire more information or wish to discucs these issues.
Sincerely,
MchaelMcGee
FireMarshal
FSSr 006
cc: ChiefDuran
. Dan SIg.k, BuildingDepartment ' SteveHogoboor4 B-eck il-As;.
ryoi
,,1N?Tl
fj&!,.,fiar;
I . fFp-25-9s MoH 89:32 A I't BECK & ASSOC. 9?A 4?9 1?4A p,stz ..t\. l
' ,,rrorrn6 tilED t?;r4 FAx s?0 il0.0, r,rERcE $E.EREER. vArl ?laot
,-ER
August ?, 1995
Mr - Ken Robe::tson
Pierco, Segerberq and Aesociates
1000 $outh Frontage Road Wect
Vai1,, Colorado 81657
Rer cappy Hesidence
PN 9d108
Dear Ken;
this lotter is to conflrm ot:r: telephone conversations with you on
JuIy 25 and July 2?, regarding re-evaLtletinn of the deslgn of the
headcre ab thc abovq notcd project- Per our ccn'rersatI ont, the
follo'aing substitutions nay be madcl
ll where two 2xl0ts are calred ouL ell l.ire dr-awinge , three ?x
6 3/4 No. 2 D.f .r wtth rwo I/Z lnch thtck S.rlywuud f litcil
1,\ plates, (total header thlcltnees 5 1/2 inches) nay be usect.
-' 2J Where three 2x10's are called out on the drawrngs, Ehree
L 1/A x 6 il4 tilinro-Lanri.neled beans may be USed.
3) At thc Wcet eido of the house on the ]"lasi:er Bedronm Framirrg
Plan {sheet 54), the threc L 3/4 x I L/2 Micro'Larrinated
beanL ire,tt]e! Jrtdy be replaced with a w6x15 steef beam, with
1/4 lnch thlck fltted sLiffener plates each slde of thc
bean vrebr at the centerline of bearing, each etrd of, the
beam..
If you have any additionat questions regardinE these items, plea0e
faa.l f ree to eai 1 r:e af. {303) 6?8-5002.
Sincereiy,
ESCOEAII/RICE AT.ID A.TIEIOCITTES, INC.
L+*'\rho
B6'( a,1 4s
Lonrofl'r. cogosol P() lcx /ut)':
tFt.?: t-?03) 678-5Od! 0puidrg CO 80306
F Y /1r111A7r.t85, iELF /.|) I $0j) 491-:rl ?r:
. -\ r v' (,_(!: iii._(-(". H-1--{.1 &(; h
'Jf'
NOTE: THIS PERMIT MUST BE POSTED ON ,fOBSITE AT ALL TIMES
MECHANICAL PERMIT PErrNiI #: M95-0082
75 South Frontage Road
Vail, Colorado 81657
970-479-213q479-2139
FAX 970-479-2452
Job Address...:Location......:Parcel No.....:Project Number:
Department of C ommunity D eve lopme nt
OWNER
CONTRACTOR
CONTRACTOR
Description:
Investigation>
lli tt Ca! l.----)
CAPPY MICHAEL L
1901 EVERGREEN RD, T,OUTSVILLE Ky 40223
GUARANTEED PLUMBING & HEATING P O BOX 2156, VAIL CO 81658
BECK & ASSOCIATES, INC
P O BOX 4030, vAIr_J co 81658
166 FOREST RD
2101-0 71-15-0 05
PRJ9s-0024
Status. .
Applied.
Issued. .
Expires.
Valuation:
fof Gas Logs:
ISSUED o6/o!/t9es
ro /23 /L9e5
o4 /20 /Lee6
(
Phone:
Phone:
3039494320
3039491800
64, 000 . 00
#of !ood/Pa l, let:Fireptace Information: Rest ri cted:#Of Gas Apptiances:
****************ffi********************************ffi*** FEE SUI'lllARY ****ffi*Jr****#t**************r**trl***********************
echani cat--->1 ,280.00 Restuarant Plan Revi ev--).00 Total CatcuLated Fees--->
P[an check---> 320.00 DRB .00
1,603.00
Additionat Fees--------->
Total Permit Fee-------->
Payments-------
1 ,603.00
.00
1 ,603.00
1 ,603.00
TOTAL FEES-_--
****ll|llll#:;;;;;;i-***********i***
codcs, design revieu aPProved. uniform Buitding code and other ordinances of the Town afptigqpte thereto.
accurate ptot
and plot pl,an,
subdivi si on
REQUESTS TOR INSPECTIONS SHALL BE I'IADE TI'ENTY-IOIJR HOURS IN ADVANCE BY
.(X)
3.00
Item: .O51OO BUILDING DEPARTMENT 06/0l/1995 DAN Action: AppR Dept: BUILDING Divj-sion:
CONDITION OF APPROVAL
1. 1. CqMBUSTTQN__AIR_IS REQUIRED AS pER SEC 607 OF THE 1991 irMc 2. AggESs ro_HEATINQ EQUrpunNr Musr coMpl,t wriH Sb-e.505-a----703 0F THE 1991 UMC-3. INST4\LLATIQN_UqST gO\4rOBM TO MANUFACTURES SPECS AND . lo AppENDrx CHAPTER 21 OF THE 1991 tMe.--4. EIELD-INQPEETIONS-ARE REQUTNEP_FoN CIJDE COMPLIANCE PER sEc 305 0F THE 1991 UMC.-5. pERMIT,pIr4,NSr AND CODE ANAIIYSIS MUST BE POSTED IN MECH ROOM PRIOR TO AN INSPECfION_NEOU-N-5i: _- '-
********************************************************************************
DECLARATIONS
I. hereby .scknostldge that I have read.this appl,ication, fil.tcd out in ful.t the information required, compl.cted an ptan, and state that all the inforrution provided as reguined is correct. I agfee to compLy riitn tie iniornation to comPly vith al'l' To|rn ordinances and state Laws, and io bui!d this structure accord.ing io'th. torni" ,onin!
"no
{gon"urru*
SIGNATURE OF OT'NER OR CONTRACTOR FOR HT SELF AND OIINER
AT OUR OFFTCE FRO S:00 A[ 5:00 Pl'l
****************************************************************
TOWN OF VAIL, COLORADO Statemnt
*************:t************!r*************************************
Statemnt Number: REC-0090 Amount:1,603 .00 t0/23/95 08:14
Payment Method: CK Notation: ck11458 fnit: MMC
Permit No:
Parcel No:Site Address:
This Payment
Account Code
01 0000 4L312
01 0000 4L332
01 0000 4]-336
Tota1 Feea:1,603.00 Total ALL Pmts;
Balance:
oescription
MECHANICAIJ PERMIT FEES
PLAN CHECK FEES
TIILT CALL INSPECTION FEE
M95-0082 Type: B-MECH MECIIANICAL PERMIT
2toL-o7L-15-005
166 I'OREST RD
********!r*******************************************************
1, 603.00
1, 603.00
.00
. Anount
1r 280 .'00
320.00
3 .00
I
"?ARCEL /I:
rowN oF vArr coNsrRuc,,;D ""*#'ilSEDr'T UAY 2 2 lee$
PERr4rr # O0/0
, APPLTCATTON MUST BE FTLLED OUT COMPLETELY oR rT r'IAy NoT BE ACCEPTED
Ii***************************** pERltrT INFoRIIATIoN ** **** ****** ***** * ******** i**t\t [ ]-Building J/1-nrurnring [ ]-Electrical f{l-Mechanlcal [ ]-other
,/1 -t /l ' tl - ,a rob Name: Q4f , { IlRdt--"tc f rob Addre ==t / 6 6 Fa{6y' ,4*
Legal Description: Lot_ Block_ FilirS suBprvrsroM
Owners Name:
Architect:
ceneral DescrLption:
Address:
Address:
,l
Ph.
Ph.
Work Class: ffi-New [ ]-Atteration [ ]-
Nunber of Dwelling Units:
!P.n.r
and Type of Firepla
lT*************************
.BUILDTNG; $
r nLUMBTNG z 44,ann,rn v ,u::::i.::;il:H* * * * * * * * * * *
Address:
Plunbing Cqntractor:
Address:
Mechanical Contractor:
Address:
********************************
BUTLDING PERMIT FEE:
PLUMBTNG PERMTT FEE:
MEcHANTcAL PERMTT ruxz @"-, ,-aET
ELECTRTCAL TEE:
orHER TYPE oF Fnxzwtr-Let@
DRB FEE:
itlonal I
Nurnber of
l-Repair [ ]-other
Accomrnodation Units:
/ wood/Pelle ces: cas Appllances tJ Gas Logs
******** VALUATIONS ************
EI.,ECTRTCAL: $
Electrical
Address:
Contractor:
MECHANICAL,@
CoNTRACTOR TNFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * *
Town of VaiI Reg. NO.
Phone Number:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
Reg. NO.
ttQa-oa
FOR OFFICE USE
BUTLDING
PLUMBTNG PI,AN CHECK FEE:
MECHANICAL PIAN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
oo
BUILDTNG:
STGNATURE:
ZONTNG:
SIGNATURE:
+e-
**** * ******* *********
OTHER:
TOTAL!
Town of Vail Reg. NO.
Phone Nunber:
*******************************
PI-,AN CHECK FEE:
GR9UP r{-A VALUATION
CLEAIT UP DEPOSIT REFTIND IO:
^-AA Q
MBER OF PROJECT PERMIT
DATE
READY FOR
LOCATION:
NUI
5 JOB NAME
rN noN REouEsr
TOWN OF VAIL
479-2138
4tQ - tt
,--r t ________Qlq --,)PM
INSPECTION:
(!
WED THUR FRI
/aeeaoveo t. ).tr DISAPPROVED tr REINSPECTION REQUIRED
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
tr UNDERGROUND
tr ROUGH / D.W.V.
tr ROUGH / WATER tr FRAMING
,- ROOF & SHEER
" PLvwooD NAtLtNG tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
o_
tr FINAL .,'tr FINAL
ELECTRICAL:
T] TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH O EXHAUST HOODS
T] CONDUIT tr SUPPLY AIR
E FINAL EI FINAL
CORRECTIONS:
INSPECTOR
-jY j '"t t \
;#roN *rouisi
TOWN OF VAIL
479-2138 c
,k,1q3
READY FOR
LOCATION:
INSPECTIO
't, \
N: Mott
ua'fnrri WED THUR \FRI
I
tr FOOTINGS / STEEL
PLUMBING:
O UNDERGROUND
tr ROUGH / D,W,V.
O ROUGH / WATER
(.r(., I \\rD / J| trgiL +
ouNDATroN , ar==[ I 'f : oo i-:/n l-'ci.r0' /
q FRAMING
n ROOF & QHEER - pLyWOOD NA;L;NG + tr GAS PIPING
tr INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL
T] FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
tr FINAL tr FINAL
tr DISAPPROVED tr REINSPECTI N REQUIRED
CORRECTIONS:
DATE
, -.]il,i;^-
5 3ct- Qc INSPECTOR
/'+ {-l<
'' f lrr{
,lTrtrtu
t IIISPEcTIoN REQUE$T
TOWN OF VAIL
PERMIT NUMBER PROJECT
DATE
INSPECTION:
JOB NAME
MON
CALLER
TUES THUR FRI
t ,.,
479-2138
READY FOB
LOCATION:/,),/r-
BUILDING:
O FOOTINGS / STEEL
PLUMBING:
tr FOUNDATION / STEEL
fuoencnour.ro 'W8fl46$y
tr ROUGH / WATER tr FRAMING
n ROOF & SHEER - PLYWOOD NAILING O GAS PIPING
tr INSULATION
tr SHEETROCK
tr POOL / H, TUB
NAIL tr
0
tr FINAL FINAL
Er-ictRrclr-t
tr TEMP, POWER
MECHANICAL:
O HEATING
tr ROUGH tr EXHAUST HOODS
tr CONDUIT D SUPPLY AIR
tr o
tr FjINAL tr FINAL
VED tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
5
.TOWN OF VAIL
NAME
-.
-
I
INSPECTION REQI.JEST
PERMIT NUMBER OF PROJECT
oare -1.'; l' i-) | "lt: , ,o,
479-2138
READY FOR
LOCATION:
INSPECTION:
B.UILDING:
O FOOTINGS / STEEL
PLUMBlNG:
tr UNDERGROUND
tr FOUNDATION / STEEL
O FRAMING
n ROOF & SHEER - PLYWOOD NAILING
O INSULATION o PooL l*r" rue I
tr
tr
F
SHEETROCK NAIL
FINAL FINAL
MECHANICAL:
tr HEATING
O EXHAUST HOODS
tr
tr,
tr
tr SUPPLY AIR
FrNAL
tr
D FINAL
1Lr/fufiEs tr DISAPPROVED O REINSPECTION REQUIRED
CORRECTIONS:
DATE INSPECTOR
///1 YL/INSPECTION REQUEST
'JOB NAME
READY FOR INSPECTI
LOCATION:
4
TOWN OF VAIL
479-2138 PERMIT NUMBER OF PROJECT .
BUILDING:
tr FOOTINGS / STEEL
PLUMBING:
FOUNDATION /-ETEEI-
tr UNDERGROUND
E ROUGH / O.W.V.
tr
o
tr
tr
tr
tr
FRAMING L<..|i l:r;!.." OROUGH/WATER
ROOF&SHEER.'-"---= R GAS PIPING PLYWOOD NAILING .-
tr POO,I_ / H. TUB
FINAL
O HEATING
tr EXHAUST HOODS
tr.CONDUIT O SUPPLY AIR
tr DISAPPROVED O REINSPECTION REQUIRED
ORRECTIONS:
- -- :' Lt/DATE , r -r ') INSPECTOR
o
7 #- {-"*-z-
,l "-4'7- rz/t*ln*' ,-l'C" y3'
t
INSPECTION REQUEST
TOWN OF VAIL
(+v-,
FRI l?. o/YIT,L
UCI SCDqC
PERMIT N BER OF PROJECT
DATE
READY FOR
LOCATION:
INSPECTION:MON
UM
NAME
CALLER
TUES @ THUR #_1"
479-2138
BUILDING:
tr FOOTINGS / STEEL
PLUMBING
O FOUNDATION / STEEL
O UNDERGROUND
O ROUGH / D,W,V.
tr ROUGH / WATER tr FRAMING
fr ROOF & SHEER '- PLYWOOD NAILING tr GAS PIPING
O INSULATION tr POOL / H. TUB
tr SHEETROCK NAIL o
tr
tr FINAL O FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH tr EXHAUST HOODS
O CONDUIT tr SUPPLY AIR
o o
tr FINAL tr FINAL
tr APPROVED
CORRECTIONS:
tr DISAPPHOVED tr REINSPECTION REQUIRED
DATE INSPECTOR
1
CTION REQUEST
TOWN OF VAIL
479-2138
?-
DATE JOB NAME
CALLER
TUES
q
=M
PERMIT NUMBER OF PROJECT
READY FOR INSPECTION:
LOCATION:
,@
BUILDING:
tr FOOTINGS / STEEL
PLUMBINGI
tr UNDERGROUND
tr BOUGH / D.W.V.(rour'ronloN / sr-EEL
B FRAMING tr
tr
ROUGH / WATER
n ROOF & SHEER " PLYWOOD NAILING GAS PIPING
tr INSULATION
tr SHEETROCK
tr
tr
fI
tr
POOL / H. TUB
NAIL
tr
tr FINAL FINAL
ELECTRICAL:
tr TEMP. POWER
MECHANICAL:
tr HEATING
tr ROUGH -D EXHAUST HOODS
tr CONDUIT tr SUPPLY AIR
{
tr o
FINAL O FINAL
O DISAPPROVED tr REINSPECTION REQUIRED
INSPECTOR IDATE
Escobar/Rice and Associates. Inc.
Consul t ing S truct u r al En gineers
Marr-h )1 l OOq --!.1v-. - | t
Mr. Ken Robertson Pierce, seqerberg and. Assoclates
1000 South Frontage Road West Vail, Colorado 8165?
Re: Cappy Residence
PN 94108
Dear Ken:
At the request of Bruce Norring at Beck and Associates,Escobar/Rice and Associates has revj-ewed several- issues regardlng the concrete foundations at bhe cappy residence (re: Field nepori dated March 15, 1995) .
At the front (north) side of the provide a level bearing surface for the footing for the stem walts,requirements are met:1) The concrete has a minimum ultimate compressive strength at 28 days of 3000 psi;2) The leve]ing. concrete has a minimum thickness and width equal to that shown on the structural drawinqs for the
f ootings,.3) Dowels are provided to the concrete stem wa1ls. The
dowels should be the same size and spacing as shown on the structural drawing's, and should be embedded into the footing (leveling) concrete, as per the requirements
noted on the Concrete Dowel Schedule, Dt1. l-lSD13.4) The concrete thickness may be less than that shown on the structuraf drawings, if t.he natural bearing material is solid, unfractured bedrock. In this case, the rebar dowels should be embedded the required depth into the bedrock, and should extend the mlnimum Iength 'L, (as
noted on the dowef schedute) into the stem wall.
At the North-East corner of the house, a foundation stem wall step of 4 ft. (due to over-excavation to provide solid bearing material for the footing) does not presenL a structural problem. Two No. S verticar rebars shouLd be provided at the wall step, extendi.ng 2 ft. past the edge of the step, as required per the structural general notes, Sht. S5.
house, the concrete used to the foundation may be used as provided that the following
PO. 8ox 51.15
Longmont, CO E0501
TELE,tFAX: (303) 678-8852
P.O. Box 20365
Boulder, CO 80308
TELE / FAX; (303) 494-317 6
Cappy Residence
Page 2
At the short length of slopinq bedrock surface on the South side of the house, adjacent to the future mechanical room, the concrete
footing may be placed dlrectly on the bedrock, with No. 5 bent
rebar dowels, 18 inches by 18 inches, embedded 8" minj.mum into the
bedrock with epoxy grout, aE t2 inches on-center.
If you have any additionat questions regarding these i-temsr please
feel free to call me at (303) 494-3176.
Sincerely,
INC.
Copy: Bruce Norring
""'xn'T': *o,7'.'*
UlJ r'u (L*
Oliver W. Rice, P.E.
IATES,
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lppl iance eJ_ cas T.oEzl{ wood,/pelter
vArJrASrONS ***********t******** ***** ********
OtrItEBr I TOTAL:W
INFORrfiAlrrog ****r** ****** +** * * *** ** ****
Iown of, Vail
Phohe Nunberr
8eg, NO.
*********************f***+****** nnD pyIlpING prnlrrr FEEI ti4a;b|-oFFreE [tgE ***t** ********* **** **** * * ** *r+* i FyIlDrNc Fr,,< ctrEcK FEE:
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---Town of vatl ReE. No. /26-f
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STSIiIAIUREI
ZONilGI
$IGI{ATTIEET
tIEMORANDttM
TO: CHIEF DURAN FROM: FIRE IiIARSHAL MCGEE DATE: O3/r4/s5 a RE: .APPY RESTDEN.F/----
Ken Robertson has subrnitted a set of plans for the Cappy residence, proposJ-ng to instal-l a pre-action flre sprinkler systern in the basement level of the structure, with partlaL flre sprinkter coverage in the stairway and adJoining corrJ-dors and Landings. The plans also indicate there will be a stand.pipe with hose valves on each l-anding. The owners has reportedly connitted to installing a fire alarm and detectlon systen.
While the overall effect of lnstalling such a system woutd reduce the potential effects of a structure fire starting ln a sprinklered area, there are severar rooms in the house thlt are unprotected by a fire . sprinkler systern. The ownerrs only notivation to instarr a fire sprinkrer system Ls due to the lack oi
f ire d.epartment access.
I am concerned that the overall leveL of safety, expressed or implied, may. not be equJ-valent to that intended Uy itre codes adopted within the Town of vail . we have historicarly required a structure without accesg to have a fire sprinkler systern lnstarled in 100* of the habitable area.
If the st,andpipe _ were to be deleted and fLre sprinklers installed ln the renaining portions, r feel we wourd -meet the intent of the code.
I suggest we have the plans reviewed by a consultlng fire protection engineer before we approve or deny the plJns as subnitted.
t
THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL
NEW SFR BUILDING PERMIT Permit, #:
TIMES
895-0040
75 South Frontage Road
Vail, Colorado 81657
303 -479-2 I 3 I / 479-2 I 39
FAX 303-479-2452
De Dart ne nt of C onununiN D eve lo nnent ' Status. . :: APPT,IED
APPLICANT BECK & ASSOCIATES,
P O BOX 4030, VAIL
CONTRACTOR BECK & ASSOCIATES,
P O BOX 4030, VAIL
OWNER CAPPY MICHAEL L
19OI EVERGREEN RD,
Description:
NEW RESIDENCE WITH TYPE 1 EHU
INC
co 81658
Ll\\-
co 81658
LOUISVILLE KY 40223
Factor Sq. Feet Valuation
Total Valuation: .00
Town cf vail Adjusted VaLuation: 1,400r000.000
#0f Gss Logs: 2 #of llood/Pal, Let:
Job Address: 166 FOREST RD
Location..,:
Parce1 No. .:Applied..z 03/14/tsss
Issued. . . :Expires..:Phone: 3039491800
Phone: 3039491800
Occupancy Type
Table Date: 04/0I/7992
Fi reDtace Information: Restricted: YES dof Gas Apptiances:1
*******1rffiffiffi**trfi*t*':hfHitrtrtt****ffii**fffi FEE SUtlllARY triffi*****t**#rffiffiffi(#r*ffit**'Hr*'t.ljt****Jrlr*
Bui Ld'i ng----->
Plan Check--->
Investigat i on>
Ite
03/Ite
03/Ite
03/Ite
03/
**#Jrrr**ffi*ffi
See Page
I hereby acknoL
plan, and statc
to conpty lrith
codes, dcsign r
REOUESTS FOR II{!
Send C lean-Up D.
,..:.
rltt i
ITMENT 1: APPR
TTMENT
1: APPR
-IT
1: APPR
URS IN ADVANCE BY TELEP
5, 540.00
3,601 . ^'
Restuarant Ptan Rcvi e!r--).00
500.00
djY.Z>
Totst Catcutated Fees--) 11rt,€.3.?5
Additional Fees--------> .00
Total Permit Fee--------) 11 ,483.25
t,i tt catt----> 3.Paynents > 11,4E3.25
trffi(r*ffi ir#r** Jr**fr ***********rt**rt#rtrr*lr*ffi(lrtriffi #ffirrHr}f*
Dept: BUILDING Division:
Dept: PLANNING Division:
Dept: FIRE Division:
DeDt: PUB WORK Division:
r: APPR
t*ffi ***ffi ********ffi *k*r*****#****irH*****1*ff ,r******ffi *#i*ffi
: any conditions that may apply to this permit.
DECLARATIONS
on, fil,l,ed out in tutl the infofmation rcquired, conpteted an accurate plot
rcquired is correct. I agnee to compty with the infornation 8nd ptot p[an,
nd to buitd this stnucture according to the Tovn's zoning and subdivision
and other ordinances of the Town appLicabte thereto,
ll " ':r
'| I r;'r-. " :: l'
2iti'-,
'| , t2rl "-i.
1'lttt.i" i.)::..i.
BI.LANCE DUE----
-EP'O F AT 479-273q OR AT OUR OFFICE FRor,t 8:00 Ar,r 5:00
UU}
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SIGNATURE OF OI,INER OR CONTRACTOR FOR HIIiSELT AND OIINER
4,"5 o
********************************************************************************
CONDITIONS Permit #: 895-0040 as of 03/16/95 Status: APPLIED ******************************************************************************.**
Permit Type: NEw sFR BUILDING PERMIT Rpplied: 03/14/t995 Applicant: BECK & ASSOCIATES, INC lBsued:3039491800 To Expire:
.Tob Address:
Location r
Parcel No: 2101-071-15-005
Description:
NEW RESIDENCE WITH TYPE 1 EHU
Conditions:1. THIS PROJECT WILL REQUIRED A SITE IMPROVEMENT SURVEY. SUCH
SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR
A FRAME INSPECTION.2. 2. FTRE DEPARTMENT APPROVAI-, OF FIRE SPRINKLING SYSfEM IS
REQUIRED.
3. NO RIGHT_OF-WAY WORK UNTIL ANOTHER PUBLIC WAY PERMIT IS
OBTAINED.
****************************************************************
TOWN OF VArL, COLORADO Statemnt ****************************************************************
Statemnt Nurnber: REC-0009 Amount:tL,263.25 03/t6/e5 11:30 Init: TT Payment Method: CK Notation:521. 1
Permit No: 895-0040 Tl?e: B-BUILD NEW
Parcel No: 2101-071-15-005 Site Address: 166 FOREST RD
Tot,al- Fees;
This Payment 11,263.25 Tota1 ALL Pmts:
Balance:
Description
BUILDING PERMIT FEES
DESIGN REVTEW FEES
PLAN CHECK FEES
CLEANUP DEPOSITS
RECREATION FEES
WILL CALL INSPECTION FEE
SFR BUILDING PER
11r 483.25
LI ,483.25
.00
Amount
5,320.00
500.00
3, 601.00
1,000. 00
839.25
3.00
****************************************************************
Account Code
01 0000 41310
01 0000 41331
01 0000 4L332
01 0000 22002
30 0000 45032
01 0000 41336
NOTE: THIS PERMIT Mt'ST BE POSTED ON JOBSITE AT ALL TIMES
ELECTRICAL PERMIT Permit *: 895-0029
Description: Valuation:
*********#tri**Sn***ffiffi**l******H*****f***** FEE SUltilARY *****ffi**t*ffir*#*fd*ffi*t**Jit**t#rffi**'t
75 South Frontage Road
Vail, Colorado 81657
303-479-21 38 / 479-2 I 39
FAX 303-479-2452
APPLICANT RIVIERA ELECTRIC CONST., CO
2107 WEST COLLEGE AVENUE, ENGLEWOOD CO
CoNTRACTOR RTVTERA ELECTRTC COIIST. I CO
2107 WEST COLLEGE AVENUE, ENGLEWOOD CO
OWNER CAPPY MICHAEL L
1901 EVERGREEN RD, LOUISVILLE KY 40223
Job Address: 166 FOREST RD
Location...:
ParceL No.. i 2LOL-07 l.-15-005
D e p a r h n e nt "f SgUVWy .2r!, k#Wso
epplied..z 03/Ls/L9
Issued. . . :
Expires. . :
Phone: 3039379300
8 0110
Phone: 3039379300
I0110
236.W
.00
236.N
236.00
.00
Electri cat---> 233.00
PLan Check--->
lnvest igat ion>
t,i IL ca l.l,---->
ToTAL FEES---> ?36.40
3.00
Totat Catcutated Fe€s--->
Addi tionaI Fe.s--------->
TotaI Plrnit Fee-------->
Payments--------
BALANCE DUE--_
*******Jr*trt******tdr**lrtffi*ffi**Jr**tffi***ff*i**H*******t**rt**,tlrrr*ttffir*****ffi*****#ri*ffi***ffiffr*ffr*'rJr,(fir
Item: 05lOO BUILDING DEPARTMENT 03/15/1995 DAN Action: APPR
DeDL: BUILDING Divi-sion:
irld*trrrffiffdrtrt#rtrti*titrHntt*,t**ffir****#(*ffi*f,tttrtdr**tlclr**Jrtr:htjr*lntffiff(ffiiffi*
CONDITION OF APPROVAL
#.ffiiir**ffirirt *rffir*ffi*t**intJrrt*ffi*:hlHr*:lr*Hr*rr#lhtffiffr*kffi***ffiffiffi#rHotffiffr:**r*rt*ffiffiittnt
DECLARATIONS
t hereby acknovtedge thEt I havr read this apptication, fil,l.ed out in futt the information required, compteted an accuPate ptot
p[an, and state that atl. the information provided as required is corr.ct. I agree to compty uith the infornation and ptot ptan,
to compty t.lith att Town ordinances and state tavs, and to buiLd this structure according to the ToHnrs zoning and subdivision
codes, design revie!, approved/ unitorn BuiLding code and other ordinances of the Town appticabte thercto,
REQUESTS FoR INSPECTIONS SHALL BE I'IADE TI.IEI{TY-FOUR HOURS IN ADVAI{CE BY TELEPHONE AT 479-?138 OR AT OUR OFFICE FROI'I 8:OO AI,I 5:OO PN
***********************************************:l****************
lowN oF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0009 Anount:
Payment Method: CK Notation:5211
236.00 03/t6/95 11:32 IniT: TT
Pernit No!
Parcel No:site Address:
This Payment
Account code
01 0000 41313
01 0000 4L336
Total Fees:236.00 Total ALL Pmts:
Balance:
895-0029 Type: B-ELEC ELECTRICAL PERMIT
2101-0 71-1s-0 05
166 FOREST RD
****************************************************************
Description
ELECTRICAL PERMIT FEES
WILI, CALI INSPECTION FEE
236.00
236.00
.00
Amount
233.00
3.00
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT AI-,L TIMES
Job Address:
Location. . . :
Parcel No.. i
166 FOREST RD
2101-0 71-1s-0 05
CAPPY M]CHAEL L
1901 EVERGREEN RD, LOUISVILLE KY
CAPPY MICHAEL L
1901 EVERGREEN RD, LOUISVILLE KY
GUARANTEED PLI]MBING & HEATING
P O BOX 2L56, VArL CO 81658
900.00
225.00
3.00
Phone z 3039494320
40223
40223
TOTAL FEES_----
*t****H***#**t*ffiff*ffit**ffi****Hr*ffi****ffi*ft*#*itffir**:Hr**H*ffiffi***ffi
AdditionaL Fees--------->
Total Pernit Fee-------->
Payments------
BALANCE DUE----
.m
1,128.0C
1 ,128. oO
.00
I!qm: .051Q0 BUILDING DEPARTMENT Dept: BUILDING Division:03/15/1995 DAN Action: APPR
CONDITION OF APPROVAL
****ft*H#lr***tHrft*'dnHrffrffi#*i.riH#*ffiffi*ffitH'Jrl*fth***rHrir#(rHrtrtrffiffi*ffi***ht
DECLARATIONS
I hereby acknowledge that I have read this appl,ication, fittcd out in ful.t the information requi.3d, compteted an ac.urate ptot
pl,an, and state thrt atl the information pr6vided as nequi red is correct. I agrce to cotnpty with the information and ptot ptan,,
to compty with aLL Town ordinances snd state taws, and to buiLd this structure according to the Tovnrs roning and subdivision
codes, design nevieu approved, Unifonn Buiiding code and other ordinances of the Town appt'icabl,e thereto.
REQUESTS FOR INSPECTIONS STIALL BE ADE TUENTY-FOUR HCURS IN ADVANCE BY TELEPHONE AT 479-2136 OR AT OUR OFFICE FROII E:OO AI'I 5:OO PI4
SIGTIATURE OF OT'NER OR CO}ITRACTOR TOR HIITSELF AND OUNER
T0llil0FtrfiIf,lZ
"ru,nrr^.,"
."0 r." ,-'-',,i. f . oo*-nn'^
75 South Frontage Road
Vail, Colorado 81657
303-479-2 1 38 / 479-2 I 39
FAX 303-47e-2452
Deparunent of Comnunity Deve lopment
APPLICANT
OWNER
CONTRACTOR
Description:
Ptumb'ing-----)
Ptan check-->
hvestigation>
Ui l.l. cal.l.---->
ffirr*#iffir*t*HJr#(L*'****##r*tffi *rrri||f FEE SUI'lfiARY ffi
Restusrant Ptan R?vi eH->.00 TotaL caLcuLated Fees-> ' 1,128.00
Statu8...: APPLIED Applied..t 03/ts/Le Issued...: 03/75/19 Expires..: 09/7I/L9
I rr!
****{r**********************************************C.************
TOWN OF VAIL, COLORADO Statemnt ****************************************************************
statemnt Number: REC-OOO9 anount{ 1tL28.OO o3/L6/95 11:34
Payment Method: CK Not,ationz 52IL Init: TT
Perrnit Nor P95-0016 Type: B-PLMB PLITMBING PERMIT
Parcel No.: 2101-071-15*005 Site Address: 166 FOREST RD Total Fee6: 11128.00 this Paymei-rt 1, 128. O0 Total ALJL Pnts: i 1, 128. OO
Balance: .00 ***************r.************************************************
Account Code Description Amount
01 OOOO 41311 PLT'MBING PERMIT FEES 9OO.OO
01 0000 41332 PLAN CHECK FEES 22s.00
01 OOOO 4L336 WILL CALL INSPECTION FEE 3.OO
, ,|..
Nane: CAPPY RESIDENCE
Date: December 7, 1,994
Occupancy: R3rM1
Type of Const: V-N
Plans Examiner: DAN STANEK
I
Town of Vail
25 South Frontage Road Vail, Colorado 81657 (303) 479-2t38
Plan analysis based on the 1991. Uniform Building Code
Project Numberz L2'1 94
Address: 166 FOREST RD
Contractor: BECK & ASSOC Architect: PIERCE, SEGERBURG & ASSOC
Engineer: OLIVER RICE
NOTE:The code items listed in Lhis report are not intended to be a complete Iisting of all possible code requirements in the 1991 UBC. It is a guide to
select,ed sections of the code.
SEPARATION
DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION
NORTH Property fi.ne 23.0 Feet 23.0 Feet EAST Property line 1.2.0 Feet 12.0 Feet,
SOUTH Property line 42.0 Feet 42.0 Feet
WEST Property line 17.0 Feet 1?.0 Feet
EXTERTOR WALL FTRE RATTNGS AND OPENING PROTECTION
Table 17-A & Table 5-A
NORTH EAST SOUTH WEST
OCC BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG BRG NON-BRG OPNG
WALL WALL PROT WALL WALL PROT WALL WALL PROT WALL WALL PROT R3 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None M1 Ohr Ohr None Ohr Ohr None Ohr Ohr None Ohr Ohr None
The exterior wal-ls may be of COMBUSTfBLE material. Sec .2201 .
None -- No fire protection requirenents for openings.
Prot -- Openings are t.o be protected with 3/4 hr fire assemblies.50t of the area of t.he walL maximum. Sec.2203. (b) & Table 5-A
Maximum single window size is 84 sq.ft wit.h no dimension greater than 12 feet. -- Sec. 4306. (h)
NOP -- Openings are not permiLLed in this wall.* -- These walls may be required to have a parapet wa1I 30 inches
above the roofing. The parapet wall is required to have the same fire rating as the wall. See sect.ion 1710. for details and exceptions.
o t8
FL NAI'{E AREA MIN.LIGHT MTN.VENT NO.EXITS EGRESS
3 Master bedroom 2I5
3 Master bath l-55
3 Ha11s, closets, etc. 393
TOTAL FOR FLOOR 7'14 2 Living room 434
2 Dining room 169 2 Kitchen 287 2 Farnily room 27 9 2 Powder room 24 2 Ha1ls, closets, etc. 260
TOTAL FOR FLOOR 1453 L Bedroom & Bath #2 335 1 Bedroom & Bath #4 227 1 Bedroom & Bath #4 223 1 Bedroom & Bath #5 150 L Laundry room 42 1 Caretaker Unit 331 L HaI1s, closets, etc. 500
TOTAL FOR FLOOR L824 B Garage #1 342 B Garage #2 552 B Mud room '75
B Mechanical room 4I B Bedroom 208 B BaLh room 4t B Ha11s, closets, etc. 285
TOTAL FOR FLOOR 1.544
BUILDING TOTAL 4051
ZJ..JU
0.00
0.00
43.40
16.90
28.70
27 .90
0.00
0.00
22.70
22.30
J,O.UU
0.00
33.70
0.00
0.00
0.00
0.00
0.00
20.80
0.00
0.00
1n ?C
I .30
0.00
2L.'10
8 .45
r-4. J5
r_J. y5
0.00
L1-.35
11.15
B .00 2.I0
r-6.85
0.00
0.00
0.00
0.00
10.40
Z.UJ
0 .00
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FOOTNOTES:1) EGRESS - An operable window or door that. opens directly to the exterior is required from this room. The minimum clear openable area must meet the following. -- Sec. 1,204.1) The rninimum clear height is 24 inches 2) The mininum clear width is 20 inches 3) The mininum clear area is 5.7 square 4l The maximum sill height is 44 inches 2l The nurnber of exits is based on Table 33-A 3) A mechanical- ventilation system may be used
openings for ventilation. -- Sec. 1205. (c)4) The requirement for an egress window in the
Sec. 1204 .5) The requirements for 2 exits from the 3rd floor is based on Sec. 3303. (a) exc. 3.
.F^^.F
(Dwellings)
in in lieu of exterior
basement is based on
;f.t
ROOM DIMENSTONS:
Habitable space shall have a ceiling height of not less than ? feet 6
inches. Kitchens, halls, bathrooms and toilet compartments may have a
ceiling height of 7 feet measured to the lowest projection. ff the ceiling
is sloping, then the minimurn height is required in only L/2 of the area.
--Sec. L207.lal
Every dwelling unit shalJ- have at least one room which has not less than 120
square feet of floor area. Other habitable rooms except kitchens shal] have
an area of not less than 70 square feet. -- Sec.120"7.(b)
HabitabLe rooms other than a kitchen shall- not be less than ? feet in any
dimension. -- Sec. I20'l . (c)
GLAZING REQUIREMENTS:
A11 glazing in hazardous locations is required to be of safety glazing materia]. -- Sec. 5405. (d)
1) Glazing in ingress and egress doors except jalousies.
2') Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors.
?l G1 azi nc in storm dOOrS.J'4) Glazing in a1l- unframed swinging doors.5) Glazing in doors and encfosures for hot tubs, whirlpools, saunas, steam
rooms, bathtubs and showers. Glazing in any portion of a building waII
enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet.6) Glazing in fixed or operable panels adjacent to a door where the nearest
exposed edge of the glazxing is within a 24-inch arc of either vertical
edge of the door in a closed position and where the bott.on exposed edge of the gl-azing is less than 60 inches above the walking surface.7, Glazing in an individual fixed or operable paneI, other than those locations described in iLems 5 and 6 above, than meets all of the following conditions:A. Exposed area of an individual pane greater than 9 square feet.B. Exposed bottom edge less than L8 inches above the floor.
C. Exposed top edge greater than 36 inches above the floor.D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing.
8) Glazing in railings regardless of height above a walking surface.
Included are structural baluster panels and nonslructural in-fiLI
panels.
SMOKE DETECTOR REQUIREMENTS:
A smoke detector is required on the ceiling or wall at. a point centrally
locat.ed in the corridor or area giving access to each sleeping area.
-- Sec. 121"0. (a) 4 .
A smoke detector is required on the ceilj.ng or wall in each sleeping area. -- Sec. 1210. (a) 4.
A smoke detector is required in the basement. -- Sec. 1210.(a) 4.
A smoke detector is required on all stories. -- Sec. 1.210.(a) 4.If the upper level cont.ains sleeping room(s), a smoke detector is required in t.he ceiling of the upper level cLose to the stairway.
-- Sec. 1210. (a) 4
rg
Smoke detectors are reguired to be wired to the building's power source and
shall be equipped with a battery backup. -- Sec. 1210.(a) 3.
Detectors shall sound an alarm audible in all sleeping area of the dwelling
in which they are located. -- Sec. 12L0. (a) 4.
OCCUPANCY SEPARATION:
BeLween the garage and. the residence, materials approved for Lhr fire
construction are required on the garage side only and any doors between
the garage and the residence are to be a self-closing 1 3/8 inch solid
core door or a 20 minut.e fire door. -- Table 5-B & Sec. 503.(d) exc. #3
STATR REQUIREMENTS:
A stairway in a dwelling must be at least 36 lnches wide. -- Sec. 3306.(b)
The maximum rise of a st.ep is 8 inches and the minimum run is 9 inches.
-- Sec. 3306. (c) exc. #1
Provide a handrail on one side a stairway 34 to 38 inches above the nosing if
there is 4 or more risers. -- Sec. 3306. (i)
Provide a guard rail where drop off is greater than 30 inches. Minimurn height
= 35 inches, maximun opening size = 4 inches. -- Sec. L-1L2.(a, exc. #1
The minimum headroom is 6 ft.- 8 inches. -- Sec. 3306.(o)
Enclosed usable space under the stairs is required to be protected as required
for lhr fire-reslstive construction. -- Sec. 3305. (I)
SHAFT ENCLOSURES:
1) Chutes and dumbwait,er shafts wit.h a cross-sectional area of not more than 9 square feet may lined on the inside with not less than 26 gage
galvanized sheet metal with a1l joint.s locklapped- The outside must be t hr construction. AIl openings into any such enclosure sha1l be protected
by not less than a self-closing solid wood door I 3/8 inches thick or equivalent. -- Sec. 1?06. (f)
2l Gas vents and noncornbustible piping installed in walls passing through 3 floors or less do not need to be in L hour shafts.
-- Sec. 1?05. (c)
3) AII other shafts are required to be enclosed in a t hour assembly.
-- Sec. L706. (a)
CRAWLSPACE REQUIREMENTS :1) Provide ventilation either by mechanical neans or by openings in exterior walls. Opening shall provide a net area of not less than 1 square foot for
each 150 square feet of area in crawl- space. Openings shalI be distributed
on two opposite sides and be located as close to corners as practical.
-- Sec- 2516.(c) 6. Note: Vent openings may be reduced to 10t of the above if ground surface area is covered with an approved vapor barrier and the building official approves.
For a 20'l .0 sq.ft.. crawlspace area:
Ratio Minimun sg.ft. of vent
1/150 1 .38 2) Provide 18-inch by 24-inch access opening to the crawl space area. Note:
opening may be required to be larger if rnechanical equiprnent is located
in the crawl space. -- Sec. 2516. (c) 2.
3) Unless the wood is listed as an approved wood of natural resistance to
decay or treated wood, the minimum clearance between exposed earth and floor joist is 18 inches. The minimum clearance to beams and girders is
is 12 inches. -- Sec. 2515. (c) 2.
ADDITIONAL REOUIREMENTS :
For R3 occupancy
This project will require a site improvenent survey. Such survey
shal-l be submitted and approved prior to request for frame
inspection.
All crawl spaces within the Town Of Vail are linited to a earth to
structural floor ceiling height of 5', be earth floor only, be ventilated as per UBC 2516 (C) 6 with minirnum access as per UBC
25L6(C)2 and maximum access of, 9 sq. ft.
Any building site with a slope of 30 degrees or more shal1 reguire an
engineer design. Such design shal1 address drainage, soil retainage
and structural design.
Excavation belo\"r slabs on grade shall not be permitted without prior
approval.
Address nunbers shall be posted plainly visible and legibLe from the
street,.
For ML occupancy
Slope garage floor to allo$r for drainage to outside to provide a floor drain with sand and oi1 interceptor to dry wel-l or to sewer.
Any garage floor drain connected to sevrer must be approved by Upper
Eagle Valley Water & Sanitation Di.strict.
In garages with living area above, the walls of the garage which are bearing the area above shall be protected with one hour fire resistive construct.ion. UBC 503 (B) .
the
Project. Number: 12794
Address: 166 FOREST RD
Contractor: BECK & ASSOC Architect: PIEBC, SEGERBURG &
Engineer: OLIVFR RICE
I
# SHEET IDENTIFICATION
Toran of Vail
25 SouLh Frontage Road
Vail, Colorado 81557 (303) 479-2t38
Plan review
1991 Uniform
ASSOC
based on Building Code
Nane: CAPPY RESIDENCE
Date: Qecember 7, L994
Occuparfcy: R3, M1
Type of Const: V-N
Plans Examiner: DAN STANEK
CORRECTION REQUIRED
A bathroom is required to have an openable window or
a mechanical ventilat.ion system. -- Sec. 1205. (e)
fn bathrooms with a tub or shower and in laundry
rooms a mechanical ventiLation system connected
directly to the outside sha11 be provided. Bathrms
which contain only a water closet or lav. may be ventilated with a recirculating fan. UBC 1205(c).
Domestic clothes dryer exhaust ducts shall be
installed as per UMC 1104 and 1903. Flexible duct
connectors may not exceed 6t in length and shall not
be concealed withi-n construction. Ducts shal]
terminate outsj-de the building and not exceed 14'
length.
Domestic ranges sha11 have a vertical clearance
above the cooking surface of not less than 30" to
unprotected combustibl-e material. UMC 1901.
Heating and cooling equipment l-ocated in the garage
shall be installed with the pilots and burners or
heating elements and switches at feast 1"8" above the
floor level of the garage. UMC 508.
Furnacea not listed for closet or al-cove installation shal1 be installed in a room or space
having a volume at least 12 tines the volume of the
furnace. A boiler unit will require a space 16
times larger t.han the boiler. UMC 504 (b)
Supply a mechanical drawing indicating design of
system, size (BTU and volume) of equipmenL, vent
locatlon and termlnation, and combustion air to be
supplied prior to any installation.
a t
The design, eonstructlon, and installation of elevators, dunbwait,ers, escalators and their troist,ways shall be as per the requlrements of UBC Ch. 51. this includes fire-resistance of enclosure & openi.ngs, hoj.stway ventilation, and vestibule requirements.
Include a copy of the solls report for the site to be bullt on. -- Sec. 2905.
TOHTV OF VAA
Vail Flrc DtPartment 42 Wett Mcadow Dritte
Vtil, Colorndo 816t7
J 0J -47 9 -22t 0
March 13, L995
Kenneth Robrrtson
PJ.erce, SeEerberE, & AEEociateg
Io00 south Srontage Road West
Vail , Colorado 91557
Re: Cappy ReEidence - Schemati's sprlnkler neslgtr
Dcar Keni
We hevG revLetred the Flans that Steve llogoboott sublll-tted for
tfre eippV nesfaencl, enowiig proposecl locatl-ons for flre sprinkler
filiiai't-i,iEide of th-e stalfltay on each landlnE'
our recollcction of the dlecussion we had last.week' y.as th?!
tor ug io coneid€r an equivalency, rqc would. orpect to s.. the exlt
,."g-prttccted.:Ih; t'lgence oE-firr lFrinkler coveraEe in the
l[ilr-it-e-.-ri Gnae,--in our opinion, to lEave a-eriticat potlon of
lfrl-route of egresi gnproteclrd._ Ehe lack of detail iE a conoern
ii-wl1f. ins'piinr w-e rrcrlved do not chou any fire 3prLnlrler
[*"ar-in the loiler level , except for two heads in the entry.
As \re dlEcusreilr aDY atructurc haE an inteEratecl s-erl-es of
,'systtnErrr each inte'r-ae-pendant to some ilegree, on each other'
Wttn tne'taclc of fire departnrnt acrceFs to tb'e 6tflrctur6, tte are
concerned the levet of liie safety and as a seco-ndary. con-cern,.th9
tevelofpfopertyproteetion,maynotbeequlvalenttoBhetnEenE prcecrlbed ln the adopted codeE.
wrwillraepreviouslystated,qpprovethebuildingpennit
on"" J "ott-it'tettl fJ proviad a firr rpri-nkler, Eysteu throughout-the
elroclurJ. is nade. -lE an altirnative, .the.U"i!gtt Fire Code does
orovlde f6r e procaee under A3ttCIe 2, Dlvlsion IfI, SectLons 2'301-
iii'i.ioil-*tri?r, in esgence, arrows fbr review by a iire protectlon
.iigf"eer.- Such
--rJview iay be conducted by any trErallfied
enilneer...ecacpteble to the ahtef"'n'
Thn applicant uay wish,to sonsider hqvlng the^plans rgviSyef
bv an outlia" Enti{f, preferably a registered fire protection
Ii"ilil"",;rth trrJ tntenl of preeErlbtng-a systen or systeni that
fi-niopelly lnstallcd, nould provlde a level of safety equivalenE
io 'tfrai inltendeil Uy tne cotlei adopted wlthl-n . the Town of VaiI '
5""n-i""fewing cnEl'n""= Ehoulcl be dxperie1rggd. ln conducting these
[f;.-;i-revf6wg ind ehoulcl be tanili.ar rrith the toca]- faototrs.
NAR-13-1995 t3:41
cappy Residcnce
Pag€ 2
I havr enelosed a tropy of the psubsgsbip--rolter for the
Coforiao SociEiy-ot fire Br-otcction Englneer' (SFPE).
Please caII us lf we cen be of assistance'
SincerrlY,
fi4#'+3/*-"r=-
l,tichael ltloGee
Fire Marshal
cc: Dick Duran, Fire Chief
c".is. Ruth;;, DtPartarnt-oi connunity Deveropnent
iiin6 llogoboon, BEck and AEtoaiates
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PERI'{TT APPLTCATTON
DATE: l/ tu li6
(. . . . : : ::: ::: : : :. :: :. ::. : : :::
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ffi , $of.rf0[dlfrri:0tffi ::: :* . . * * * *tr) -.t l-Buiilding [ ]-plunbing gr.(nte"trt"at [ ]-Mechanicat [ ]-other
Job Name: Carl'*i Rertilc.E Job Address: ll6'ta, frrrecL F.L
Legal Descriptio n: r,ot-.1L Bloclc_ FiIinS 3 suBptvtsroN, y!, # 3
Owners Narne:
Architect:
Address:
Address:
Ph.
Ph.
f,nEJ"t--t- Jt"..--General Description:
Address:
Plurnbing
Address:
Contractor:
Mechanical Contractor:
Address:
********************************FOR
BUTLDTNG PERMTT FEE:
PLUMBING PERMTT FEE:
MECHANICAL PERMIT FEE:
ELECTRTCAL FEE: @-OTHER TYPE OF FEE: - __
DRB FEE: L,/^A nr/{" te'I
F e--r- fot- 4-onS4 rr.e c;d-r o".-
. {pnber and Type of Fireptaces: cas Appllances_ cas Logs_ wood/petlet_v It********************************* vAtuATIONS ************************ ** * ******7 I {e'v'v:'--a'*"1 'P"v*"v oncl
FlIlTT.FlTNr: o t - -. tl r\^ 4Y-
work crass: [ ]-New yfitteration [ ]-Addltional [ ]-Repair [ ]-other
Nurnber of Dwelling Units:Nuilber of Acconmodation Units:
BUTLDING: $ELECTRICAL: $ 'lOD l OTHER: $PLWBING: $TOTAL: I
Address:
Electrical contractor: 11')Xit<'F';ve'r El,z"-+r^',--:tr-Req. No. t+s E -^'^1\+1 - lL/ u ?-
Reg. NO.
Reg. NO.
oFFrcE usE *******************************
BUTLDTNG PIAN CHECK FEE:
PLUMBING PIAN CHECK FEE:
MECHANICAL PIAN CHECK FEE:
RECREATTON FEE:
CLEAN-UP DEPOSIT:
TOTAL PERMIT FEESs
BUTLDTNG:
STGNATURE:
ZONTNG:
SIGNA1TURE:
Town of Vail
Phone Nunber:
Town of Vail
Phone Number:
Town of Vail
Phone Number:
VALUATION
CLEA}I I]P DEPOSIT REtrI'ND TO!
av
****************************************************************
TOIIN OF VAIL, COLORADO Statemnt ****************************************************************
Statemnt Number: REC-0003 Amount: 53.00 0l/L9/95 09:46 Permit No: E95-0009 Type: B-ELEC EIJECTRICAL PERMIT Parcel No: 2101-071--15-005 Site Address: 166 FOREST RD . Location: 166 FOREST RD
Payment Method: Notation: TT ENTERED Init:
*******l********************************************************
Account Code Descriptj-on Paid 01 OOOO 41313 ELECTRICAL PERMIT FEES 5O.OO
01 OOOO 41336 WILL CALL INSPECTION FEE 3.OO Tot,al (This Payment) : 53.00
Total Fees: 53.00 Total AI1 Payments: 53.00 Balance: .00
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PUBL|C WAY PERMIT rawNMy/
c,AtP BISTDHCE IOt 8, u.N 7, V VAt,LtI DR. 166 !0nt8t ROAD
Contractor's copy to bo kepl on fobdte.
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(Job Ngrr. of Locdon ol wbrkl
IBECr$nrD€B, CO 453-6095
(Excrvsthg Cofi|ract!'/r Namo, AdksEs, Phonr, ard Llcorso No.)
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Paid:JAIEIL ITNXTWT, JE Recaipt #:ronE
(Publlc Wo&8)Fubnc Wo|k8)
INSPECTION REMARKSI
SKETCH PIAN OF WOBK ATTACHED
February 7, 1995
MichaeL Mlller
Brembaum, Welnshienk and Eason
370 17th Street, Suite 2600 Denver, Colorado 80202
Re: Code Requirements ,/ Site PLan - Michael Cappy Residence
Dear Mr. Mlller;
As $e discussed during our phone conversation yesterday, r have listed the Flte Departnentrs Concerns and attenpted to addless what r understand to be. your clientrs concerns, regard the requirement to install a fire sprinkler systen.
r reviewed the initlar set of ptans subrnitted to the Town of Vail Department of conmun_ity Devel-opnent in Novernber and again in Deceilber of 1994. severar issues were identified as needin! to ue addressed, sunmarlly;
't Tbe drlveway rnust be a minimurn width of 12 feet.
* Access to the south side of the house is lnpractl_caI due to the sloper !!. terrain, the configuration-of retaindt walls, and distance.
* The most remote point of the house at grade lever is in excess of_ 150 feet (the length of the preconnected fire hoseE used for initial attacl) and there-fore, a requii-nent to j.nstall a fire sprinkler systen applies.
:t rhe configuration and rength of the driveway prohibit access by the_fire department. _A fire spriirtcier system rnust be installed unress the driveway cair be realt|""a-t"arlow access frorn the west (requirlng-a lgo degree "rrrti r"the driveway alignment) .
These conments were given to Bilr Resrock prior to the review
:1,..1: -D^._1t91_l:view Board. rt.is ny unaeisti"-in9- tnli o."ig;i Revrew Eoarct granted their prelinlnary and conditionJt approvatl
Code Requlrenents / Sit.e Plane
Page 2
On or about January lO, ]-995, I received a phone calls fron ceorge Ruther, Town of Vail planning Departnent, and fron BiIl Reslock, wanting to know what they courd do to get the buirding permit released. The expressed intent was to get Btarted on the excavation and site work. r tord both ResLock ind Ruther, that a letter of conmitnent to install a fire sprinkler system was sufficient to release the pernit.
Bill Resl-ock had been discussing options with Fire rnspector Jeff. Atencior_ regarding the fire sprlnkler requireruent.- one possible option dlscussed was a proposal to lnstall a ndry standpipe.rr In a meeting prior to the l6th of January, Bili Reslock and r briefly discussed tbe dry standpipe option and r tord hln it was unrikely it would be approved. we- aia- arlow one case back in the late l97ors which proved the concept was unworkable.
lJpon receipt of the letter dated January 16, 1995, r allowed the _ building per:rnit to be released, anticipatini. a guick resolution. such resolution has not been realizeb to date.
!{y concern iE that as excavation continues and the foundation work is being started, we stil1 do not have a conmitnent to either i.nstalr a fire sprinkJ-er systero or any other alternative. The physical reFtraints of the slte lirnit-most lf not alr options,other than installation of a flre sprinkler system.
since about. 1979, ttre Vail Fi.re -Departnent has historicalry taken an aggressive position on building fire protection into th3 structures. we are open to trengineered design and equivarenciesrl which allows an appricant to accomplish an equal tivel of fire protection through a variety of means.
Two criticar factors pertalning to eguivarencies rnust be pointed out. The unifora Fire cod.e, 19gl ed,itLon, Articre 2,Division rrr, sectLons 2.301 , 2.302, and possibly sdction {.1oi',relating to Alternate Materials and Method.L, proo-f of conpri.rr""i tecbnicar reports,. and possibly a hearing by the Board ot ippJars,nay reguire such rralternatives, incrude Lctual rengineerea-irins;'with sufflcient detail to cl.early demonstrate ths sarne reiel of performance and reliability, can be achieved.
Evaluatlon of alternatives should consLder the service derivery leveLs.provlded by the Flre.Departnent. Response tirn-s,number of availabre personnel , tlne required foi catl-baci personnel to arrive- on Bcene, engine cornpiny availabltity,
"rra other factors should be considered.
These variables have been identified and the data is avairabl_e if needed. rn short, there are only 2 flre fighters on duty assigned to the East vail station and 3 or 4 at the Main Vali station.