HomeMy WebLinkAboutVAIL VILLAGE FILING 1 BLOCK 6 LOT 9 44 WILLOW PLACE BUILDING INSPECTIONS LEGALV.J U*6f\ r\',k6 h;rq u{utt ".^vl^*Ert
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ASSOCIATES
Chris Cookproject Manager
STONE, MASONRY PI.ASTER, TILE, MARBLE
PO. BOX 92t /AVON, CO 81620 / go3_949_4t 3g . ASPEN: gog_927-8ogz
Fascia Color
Stucco
Color
Window/
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Window Cladding Color
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VOGELMAN WE$T ASSOCIATES, INC.
Erlck-8lodk-Stone-Stucco
P.Ol Box 921
AVON. CQLORADO 8T620
lrla(r€-ervrJ Bz.wr.J
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1,. New Electric, Inc.
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' P,O, Box 957
Avon, Colorado 81520
(303) 949-4651
ilun€ 1 ,1995
l{r. Michael McGee
Fire Marehal
Tovm of Vail
42 Weet Meadow DriveVall, Colorado 81657
RE: T.O,V, Ordinance S14 Series of 1984
44 Wi1low Place
4{ l{ilLow RoadVail, Colorado 81657 .
Please be advieed that. Ne!'r Electrlc rnc. hereby cert.ifleE Ehaton ,June 1, 1995 Ehe fire alarm system, as EesCed tryr the belowlieted person(e) did funcE.ion.
atohn Rudo$h and Don King has physically operat,ed al1peripheral device(s) where not detrimenEal to said device(s).$lhere detriment,al Uo said devices to physically operateit(them), it(bhey) were visibly and elecErically inspected.The entire assernblage functions properly as an initiat,ing andindicating fire alarm system, in audio, mechanicaL, andelecbrlcal aapect,s .
Sincere ly,
RoberE L. Newnan II
Preeldent
CC: 44 Wil1ow
Vall Fire
- Dave Shrinbr
Department,
05/43/1995 l6:46 352-0936
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TOIVN OFVAIL
42 ll/est ltleadow Driae
llail, Colorado 8I,657
t0t-479-22t0
TO:
FRO}I:
DATE:
RE!
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APR 1995 Vail Fire Dcpartnent
+IVt\lar'l s
with a tist of specific device model numbers .ar-::-*'-,7U
7V/r142/ ) t'ry '1
with'equipment cut sheets for each type of device. ),a*/t'nr<
with the nunber of each type of device.
with Lnformation lndicatlng the specJ.fLc zones.
wl-th clrcuit diagrams.
with wlrins t_I!", "g, and nurnber of conductore.
with source of A.C. power circuits.
with emergency llghting at the fire alarrn panel.
Tt)V"C0lrltlvl, DE\j' I)EPT
UEMON,ANDUM
TOWN OF VAIL BUILDING DEPARTMENTVATL FIRE DEPARTI.{ENT /1Michael Mccee, Fire Marshal /?/Jeff Atencio,'Fire fnsp."iot *
z/- g .? s"
. 4? t-u'" 16 </ 1aL
The Flre Department has reviewed the prans for the projectnamed above. The items narked below need t6 be:
t/ subrnltted // revised ,/ turnLshed.
Fire alarm shop drawings need to be subrnlttedl
with a Colorado Registered Engineerrs stanp.
wlth point to polnt wtrlng dlagram. t-s/. z'uar-d;E /4t'"'^1s
wlth typlcal devlce wirlng at^gru^".,)/*-" ;z)/&
with battery calculations.
with infornatlon indicating rnonitoring nethod and
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FINAL CHECK I,IST
.fOB NAIiE:
FOR BUII,DING PERMIT #-fu7 h
The itens listed below must be completed before a permit sha1l
receive a Fina1 Certificate of Occupancy.
SOILS REPORT:
FINAI, EI.,,ECTRTCAI, :
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FINAI, PLI]MBING:
FINAI, MECHANICAII:
TEMPORARY CO:
CERTIFICATE OF OCCUPANCY (CO):
FINAL LANDSCAPING:
PAVING/PUBLIC WORKS:
TCO ESCROW/LINE OF CREDIT:
*******
MTSC. NOTES:
-
PIERCE, SEGERBERG & ASSIATES
ARCHITECTSoP.G..IF.
.. 1000 South Frontage Road West
vArL, coLoRADo 81657
(303) 476-4433
FAX (303) 476-4608
LtrTTil@F TRANSnnrrrAL
DArE 4-jo q/ l'"")7eas.eo
onrr-,o* ?n *EVRE' 41y' hg1uaalP.
n under seoarate cover via /la+^Jp the fottowing items:
! Samples E SpecificationsPlansPrints
I Change order
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Furrorrva CPff,
wE ARE SENDING You Fttached>t tr Shop drawings !
! Copy of letter
coPtEs DATE NO.OESCRIPTION
/ma nl Stmr - Frespnets?zt e
/U*n B,+<e
I Tecot. /aro a1/TT..*tBM
hr/ a ill 2uaaa R Cz+strFtc*rzoN,,
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THESE ARE TRANSMITTED as checked below:
E For approval
fto, your use
n As requested
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!
Approved as submitted
Approved as noted
Returned for corrections
n Resubmit
-copies
for aPProval
I Submit
-
copies for distribution
! Return
-
corrected prints
E For review and comment
tr FOR BIDS DUE 19
-
I PRINTS RETURNED AFTER LOAN TO US
REMARKS
copvrc ta/LE
*'D.. REoYCLED PAPER:€d contentsi 40% Pr€-Consumer' 107. Po€t_consum€r SIGNED:
tl €nclosurea are not aa notad, klndly notlly ua aa once.
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: prwerturc as oufnecl In PIMA lgchnical Bullebn tO1'
(coqdnqed on n€Cpag€t
FltGgtoNE Eult Dlls pEooudns cotlPANY
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ADiIEFED SINOLE.PLY
ROoFatrG SYgrElls:
4' X 4'or a' x g' EoErds
. Ae€'cFtQd Fa!ilener 8nd P|als
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mry v.|y tor sdc oompfance. Corrtact Firegtorle'leotrricat EerviCcs Opatnent'or tle
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ACFoam nt lnrulution Products
ACFoam Composite consists of the Atlas
closed-cell polyiso core which is bonded to Yz"
perlite on the top side and a fiber reinforced felt
facer on the bottom. The perlite top eliminates
the need for cover boards or vented base sheets
normally recommended over foam insulations.
ACFoam Composite is recommended for use
with BUR, modified bitumen, mechanically
aftached and loose-laid ballasted single-ply sys-
tems (see pages 7, B, 9 and 1 0).
Com pliances:. Fede.al Specificalion HH-ll97ZGEN and HH-l-1972/3.
. Metro-Dade County, tlorida ProdKl Conlrol No. 93-0630.7.
. California Slate Insulation Quality St.ndards and Title 25 Foam
Flammability C.ileria (License *TC | 2Jl ).. BOCA, ICBO, and SBCCI Sections on Foam lnsulalion.
FM Standard 4450/,1470 Approval:
Actoam Composite i5 approved ior Clasr I insulaled steel. wood,
concrete and Bypsum rool deck corFtruction for both l-60 and l-90
windstorm Classifi(ations {may be rnopped or mechanically faslened
to concrele roof d€ck)- Reter ro FM Approval Cu,de for details.
UL Standrrd 1255 Chssification: -
Insulated metal deck construclion assembiies 'Conslruclion #l2o
and #12f.
UL Standard 790 Classification:
Class A with most rooi membrane syslems. see Ut BuildinB Male-
rials Directory.
Ul- Standard 263 fiie Resistance Classification:
Some classificalions tor fire resistance are P225, P230, P232, P21l
P254, P259, P508. P5 r0. Pit4. P701. P7 tO. P71l, P7 | 3, P715.
P7 l7 , P71a, P719. P720, P80l . P814, PB l5. Pgl 7, P8 | 8 and P819.
Vented-RrM nail base insulation features the Atlas
closed<ell polyiso core, bonded betrveen 7r,,"
APA rated OSB on the top side and a fiber rein-
forced felt facer on the bottom. Vented-R offers
the same benefits as ACFoam Nail Base, plus it is
constructed with ventilation spaces between the
insulation and OSB to dissipate moisture vapor
and heat build-up. For installation procedures,
contact your local Atlas representative.
Complianccs:. Federal SDecriicarion HH,l- I9, ,6EN.. Metro-Dadc Counlv. Florda Producr Conlrol N(r 9 J-{16l(l 7.
. California State Insulation alualry Srandar(l\.r'r(l lrl[, 25 F(J.rnr
F lammability Cflteria (LrcLngr *TC | 2 J I r. BOCA, ICBO, and SBCCI Ser trons on foarn insul.rtion. Ut r.ldsri{'rd und{ Cla>s A. B or C ruol ' {r\, ||r19,
ACFoam Supreme features the Atlas closed-cell
polyiso core with tri-laminate foil facers.
Supreme provides the highest R-Value per inch
of any of the ACFoam products, and is specifi-
cally designed for use with mechanically
attached and loose-laid ballasted single-ply
membrane systems (see pages 7 and 10). This
product, with its low vapor permeability foil
facers, is particularly suited for cold storage
applications. ACFoam Supreme cannot be
used directly with hot asphalt, torch applied or
any fully adhered system.
ComDlianceg:
. FeJeral Specification HH-l- I 972lCEN and HH"l-1 97211, Class l
(with tri-laminate loil facers)
. Metro-Dade Counly, tlorida Producl Control No.9l-0630 7
. Cali{ornia State Insulation Qualilv 5l:ndards and Title 25 Foam
Flammability Criteria (trcense #TC I 2l I L
. BOCA. ICBO, and SBCC{ Sections on Foam lnsulation
. CCMC No. 12422-R. ivleels CAN/CCS8 Sl-andards.
FM Standard ll50l,{zl7o ApP.oval:
ACIoam Supreme i9 approled tor Class I insrltcd stccl root der k
Lonsrn (rion. ReierloFM {pp,oval Cuide fotdftaf,3.
Nail Ease lnsulation features the AtlasACFoam Nail Base lnsulation teatures the Atli
closed-cell polyiso core, bonded betweeril*ili
APA rated OSB on the top side angl a fiber rein-
forced felt facer on the bottom. This product pro-
vides an excellent base for shingles, tile, or
metal roof systems and may be applied over
wood or steel decking. lt is particularly suited
for cathedral ceiling and log home applica-
tions. For application information, contact your
local Atlas representaltve.
compliancesr. Fcderal Specifi(alton HH-l- l 972lCtN.&v
. Melro,Dadr CoLrnty, tloiid: Producl Control N{). 9 J-116 }0.7
. Caliio.nra Slale Insulalion Qualilv Slandards ancl Ttlk' 2 i Foanl
f lanrmabilitv Criteria (Licen!e #TC l2Jll.
. BOCA. ICBO. and SBCCI St-ctions on Ft-ranr Insulatt,rn
. UL Crassrt|ed undet Clagt A B. ot C tool covcrtn8s.
FM Standard 4450/4470 APProval:
A( lod,r \drl Bar' hFr,lar on \ dppr,'v, d lor ( ld' ','Jlil'.1 "'''l
doc& {on!lru(tron Reicr r.r F\1 App()v.l Cuid. r.)r (l'r.t 5
tSoo-q?o ttfi-n* rzoq
x ?- oN x?Oe* AuuCtt tute tr
Generat I nstallation *tr"ndations
11 roduct tnstallation: Before installation, the
J/ roof deck should be firm, well attached,I even, clean and dry. proper attachment of
the insulation is necessary to prevent roof failures.
Atlas Energy Products will not be responsible for
any damage caused by improper attachment.
ACFoam products can be attached to decks that
are approved by Factory Mutual and local codes.
The responsibility to determine fre suitabilitv of the
deck is that of the designerApecifier and/or t'he
building owner's represe ntative. Althouglt
ACFoam hasben deriigned to withstnd normat
con!ruqlm hffic, protection fiom damage bl
srlch tnffic atd/or abu* is extremely ffimit.
Surlace protection such a flywod'must ne uAh areas where heavy atd/or repeated tntric is
anticipatd futh durhg and afier in*allation.
Moisture/Vapor Control: Vapor retarders are
used to impede the passage of water vapor into
roofing systems, thereby preventing condensa-
tion and resultant damage to the insulation and
roof system. nll nCFoam Roof Insulation prod-
ucts may be installed with or without a vaoor
retarder, the need for which is determined by the
designer. Roof insulation which has become
wet and/or damaged should be removd and
replaced with solid, ilry insulation,
Multi-Layer Application: Where possible, a
two-layer application of ACFoam is strongly
recommended. The joints in each laver
should be offset in order to avoid a verticallv
continuous joint through the total insulation
thickness. Two layers (or more) with ioints
staggered can provide improved insulation
performance by eliminating thermal bridges.
This method also reduces condensation ooten-
tial and thermal stress on the roof membiane.
echanical Attachment: Mechanical fas-
tening is lhe preferred method of
aftachment. Fastener frequency and
spacing are covered in this catalog according to
the membrane system. Refer to FM loss Pre-
vention Data Sheets for special considerations
regarding perimeter and corners of the roof.
For proper aftachment of insulation to light-
weight insulating concrete decks or poured
gypsum concrete decks, follow the instructions
outlined in the NRCA Roofing and Water-
proofing Manual. ACFoam products must not
be adhered directly to these decks by any
bitumen or adhesive attachment method.
itumen Attachment: When mechanical
. fastening is not preferred or may not be
practical, such as on reinforced concrete
decks, hot applied bitumen may be used.
When using asphalt on concrete decks, priming
is necessary. Precautions must be taken to pre-
vent bitumen drippage.
When using hot applied bitumen for attach-
ment, care must be taken to apply the
bitumen in sufficient quantity to totally cover
the available deck surface. Use 18 to 30
pounds of bitumen per square to assure
proper attachment. To assure embedment,
the board must also be stepped on at several
points while the bitumen is still hot enough to
allow for positive attachment. The recom-
mended ACFoam insulation size for hot
asphalt attachment is 4' x 4'. Due to the
unevenness of solid decks, 4' x 8' boards are
not recommendd for hitumen attachment to
the deck. 4' x 8' boards may, however, be
m e cha n i c al lv fast e ne d.
Nominal
Thicknessr.
ACtoam
Metal Decl
Max. Flute
Spanability
(lnches)
ACFoam-lt Supr€me Composile NailSas€Vented'R
(ln.)(mm)R-Value -Value R-Value -Value R-Value :.Value R-Value .Value R-Value C-Value
t.o 25.4 6.0 .167
8,.7.2 .139
ffi.r {
ffr: {
| 5.;.s" i
1 9.1
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qlr,;iffil:
q\s
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4t/s
,;iw
4?m:
4t/a
D.
ffii'
1 1.1#,,
15.4w
19.6ffi
27 -1
tG"
ffift",
.090fift.."
t.8 1J./r 2.5 .080 I 3.1 .v/o
2.5
:#i-:alr
3.0
iffi:iri.,i
63.5 r 8.0r.}-ff .056 t 8.4 .054 .064 .065
IAll.25
76.2 22.O .045 22.2 .045 19.4 .052 .052 .065,ffi;
.0tl
#r
.037
ryH ,3'.i';Bi,'.;l:]i ll.1 ,#3d'.d:,
4.5
{p,rffi r3ff"q p;orr.{
I 14.3
Conditioned Ther-al Values
20-Yea.r LimitSd w3l-altv-.all test specimens wdre conditioned in aiioroance *iih f-."Jriui ortrinlJin'ptMA Bu etinNo.l0l and RIC/TIMA Bullerin No. 2Bl-t.
Other thicknesses available upon special request. 1,, = 25.4mm.
Wartanties
--\ ther than the aforementioned repre-
L,1"1 sentations and descriptions, Atlas
,---N%=, fnergy Products, a Division of Atlas
Roofing Corporation (hereafter, "seller") makes
no other representations or warranties as to the
insulation sofd herein. the Seller disclaims all
other warranties, express or implied, including
the warranty of merchantability and the war-
ranty of fitness for a particular purpose. Seller
does. however, offer a limited warranty as to
the R-Value of the insulation, the terms of
which are available upon request from Seller.
timitation of Liability: The Seller shall not be
liable for any incidental or consequential dam-
ages including the cost of installation, removal,
repair or replacement of this product. The
Buyer's remedies shall be limited exclusivelv
to, at Seller's option, the repayment of the pur-
chase price or resupply of a like quantity of
nonconforming product. Atlas distributors,
agents, salespersons, or other independent rep-
resentatives have no authority to waive or alter
the above limitation of liability and remedies.
Storage: Factory applied packaging is only
intended for protection during transit. When
stored outdoors or on the job site, the insulation
should be stacked on pallets at least four inches
above ground level and completely covered with
a weatherproof covering such as a tarpaulin.
Any accumulated condensation mav be
removed by slitting the boftom of the factory
applied packaging.
Warning - Do Not Leave Exposed: This product
is a polyiso organic plastic foam and will burn
if exposed to an ignition source of sufficient
heat and intensity, or open flame, such as a
welder's torch. Like other organic materials,
this product will release smoke if ignired. Do
not apply flame directly to ACFoam roof insula-
tion when installing a torch applied modified \
bitumen system. This product should be used
only in strict accordance with Atlas recommended
uses and application instructions.
Atlas recommends ACFoam Roof Insulation
products only for roofing applications installed
by a qualified contractor. Factory Mutual has
approved the use of ACFoam Products as com-
ponents in Class 1 insulated roof deck construc-
tion. ACFoam Products have also been tested as
a component of an insulated roof deck at Under-
writers Laboratories. Atlas does not recommend
the use of ACFoam products for any other appli-
cations. Anyone using ACFoam products for any
other application is doing so at their own risk.
' Th€ phyrk.l propenis li{ed ebove are pre*nGd as iyDic.l aver.Be
vil'.|€' 6, d.r€mined by acceded ASTM le.l nrthods .nd .le lubie.r to
no.m.l iun0Lcluaing varialion. fhis data i5 ofte.€d ar a r€rvi<e lo our
curtods!.nd b lubiert to ch.n8e- All infomution (an be (ontimrd by
conLalng Atlai En€.gy Products.
" The nwE ic.l ratinSs es derernrined by ASTM Tec Meihod E 8,t rre nor
intended io rellect h.zadr pfesented by this or rny other nuten.l |]ffler
a.tualli.! (orditions.
Atlas suggests that anyone using ACFoam roof
insulations for any other uses consult the local
authority on the regulation of building materials
(usually the building code official) and insurance
carrier prior to such use. Atlas assumes no respon-
sibility for the effects of structural movement.
Specifi
o
cations
1.0 GENERAL
1 ,01 RELATED WORK
Re(er lo membaane manufactur€rs applicalion Buide.
1 ,02 SUBMITTALS
A. Submit Atlas Energy Products producl data,
B. Sample!:
L Submit morl recent copy of applicable Atlas Roof
lnsulation rpecifi calion.
2. Submit one eample, 6" x 6", oi .oof in5ulation
material.
C. Provide formal 2o-year lirnited war.anly lo cover thermal
value of lACFoam-lll [ACFoam Supremel
lACFoam Composilel lTap€red ACFoaml
lACFoam Nail Bas€ Insulationl lvenled'Rl.
I,03 REFERENCES
A. American Sociely for TeitinB and Materials.
l. D ll2 Speciiication for Aiphah Ured in Roofing.
8. federal SDecification (FS).
| . FS (CSA' f HH-r-197UCEN! IHH-!-197U2]|
IHH-l- | 972ll I tHH-l-l 972lll Faccd Polyirocyanuralc
Thermal Insulation 8oard.
C. Atla! EnerSy Products Rooi In$lation Catalo8.
1.04 DELIVERY. STORAGE AND HANOLING
A. lneulation packages shall be lab€led to include
material name, the.mal value and producl code.
8. When rtored ouidoors, insulation shall be stacked on
pallets or dunnage at leasl 4 inches above ground level
and covered with tarpaulins or olher suitable covering.
Condensation can be removed b! slittinc the boftom ol
the factory applied packa8ing.
I.05 PROJECT CONDITIONS
A. Follolv local, tlate and federal reSulalion5, salely
standards and codes. When a conflict exisls, use the
slflclqr documenl.
L Follo!r, insurance underwriter's requirements acceptable
for use with Atlas products.
C Oo not apply any roofin8 nrate.ials when water in any
lorm is present or proper adhesi\e lemperalure cannot b€
maintained.
D. The rooi deck shall be dry and 5lructurally sound lo sup-
pon the live and dead load requiremenls of roofinS sy(ems
and iuificienlly rigid to suppon conslruction traffic.
2.0 PRODUCTS
2-01 ACCEPTABLE MANUFACTURERS
A. lACFoam-lll lACFoam 5upremel lACFoam Composilel
lTapered ACFoaml lACFoam Nail Base lnsulationl
lvented-Rl a5 manufactured by Allas EnefSy Products.
2.02 MATERIALS
A. Roof lnsulation.
l. Roof Insulation: [Acfoam-lll lActoam Supremel
lACFoam Compoiilel lTapered ACFoaml
IACFoam Nail Ease Ins!lation] lvented-Rl roof insulalion
manufactured without the use of Penlane or CFC-I1 in
East Tapered
West Tapered
nsulation Department:
nsulation Department:
Northeast:
Midwest:
Southeast:
South Central:
Southwestern:
Northwestern:
a€cordaiEe with lhe Montreal protocol and complying
wilh FederalSpecificalion (6541 IHH-l-1972/CENI
IHN-l-lg7U2l IHH-l-t97 U | | IHH-l- | 97Zll, havin8 sir-
month condiliorEd thermal €sis(ance'R" Value of
_ when conditioned a<cordinl, to PMA Bull€(in
No.l0l ard RlgnlvA Bulletin No. 281- |.
8- Related Mde.ial!.
t . Recommended Membrane
2. Roof in$latio iastene.s approved by FM.
J. Ease ply a5 recomrnended by membrane manufaclurer.
4. A5phah Eitumen lo comply with ASTM D 312. and
shall have an tVT of 425' F.
3.0 EXECUTION
3,01 PREPARATIO I
A. Before roo{ insulalion applacation is 5larted, remove lrash,
debris, Saeas€, oil, water, moigluar'and conlaminate5
which may affecl lhe anachmenl oi ihe inrulalion to lhe
tudace.
B. Ihe deck shall be suificiently rigid to supporl lhe rooferr
and mechanical equipment wilhout dellection that will
strain or .uptu.e any of he roofinS cornponents or
deform the deck.
C. Alldepre$ionr, holes, deformations, etc., shall be
made smooth p.ior to the rooi insulation application.
D. Trealed wood insulalaon 5top5. the same lhicknels as
the insulation, shall be mechanically fa:tened at the
edges of tfr deck and around all projeclions and
openin6s through the deck.
3,02 APPLICATION/INSTALLATION
A. Insulation: Apply lACFoam-lll lACFoanl 5uplemel
lACFoam Compo6ilel {Tapered ACFoanrl
lACFoam Nail Base Insulalionl lVented-Rl insulalion in
accordanc€ with Allas Iner8y ProductS roof insulation cat-
alog and as required by codes and insurance. The require-
menl for a vapor relarder should be determined by lhe
!.chitect and/or engineer with anput provided by fie
burldinS o/rner in ac(ordan(e wilh current engineerinB for
mulas and vapor lh€ory. When a vapor relarder is required,
follow vapor ret:rder manufaclurer's recommendations.
3.03 CLEANING
A. Remove all lrash and debris tom rooi Ins!lalion surlace
prior to the applicalion ot the roofing nlenbrane.
3.04 PROTECTION
A. Inslalled in5llation shall nol be leil exposed lo the
weather. lt shall be covered and walerprooted al once.
B. Allexpoeed €dgei len at the end of the day's work shall
be lempo.arily $aled by lapping roofing membrane ovet
the expos€d edSe oi the iftsulalion and sealinS il in place.
Remove dris mernbrane seal when work resumes. Inslalled
insulationwhich has become \r'et and/or damaSed shall be
removed and replared wrth solrd and dry materials.
C. Prolect insl.lled insulation and membrane from roof
lraffic darnate and/or abuse by u5in8 surface prolection
such a5 pl) ,!ood in areas wtere heavy and/or repeated
traffic is rnticipaled bolh during and atier installation
Atlas Energy Products
Division of Atlas Roofing Corporation
1775 fhe Exchange, Suite 160
Atlanta, Ceorgia 10339
FAX: (404) 955-6207
FAX: (206) 646-541O
FAX: (7171975-6957
fAX: (309) 752-7127
FAX: (206) BB2-4047
FAX: (409) 829-5363
FAX: (602) 833-3850
FAX: (303) 287-2802
(800) 933-1476
(8001 646-1476
(800) 688-1476
(80u 677-1476
(800) 955-1476
(BOO) 7 66-1 47 6
(8OO\ 477-1476
(80u 288-1476
Litho u.s.A., 1994 M A.P. Marketing and Pronrolion, Inc.
-
RooF-covERING cLAssIFlcATION is rhe classificarion assigned ro a
roofcovering or roof-covering assembly by Section 3204 or the classificirion of a
covering established by resting in accordance with U.B.c. Standard No. 32-7.
ROOFING PLY is a layer of f'elt in a built-up roofing membrane.
ROOFING SQUARE is 100 square feet of roofing surface.
ROOFING TILES are units, typically clay or concrere, which comply with
U.B.C. Standard No. 32- 12.
sPor CEMENTING is discontinuous apprication of asphalt, cord liquid as-
phalt compound, coal tar pitch or other approved cementing material.
THERMOPLASTIC MEMBRANE ROOF COVERING is a sheet mem_
brane composed of polymerrs and other proprietary ingredients, in compliance
with u.B.C. standard No. 32- 13, whose chemical composition allows the iheet to
be welded together by either heat or solvenr throughout its service life.
THERMOSET MEMBRANE RooF covERING is a sheet membrane
composed of polymers and other proprietary ingredients, in compliance with
u.B.c. StandardNo.32-l3,whosechemicarcompositionvulcanizesorcrosslinks
during manufacture or during its service life.
UNDERLAYMENT is one or more rayers o[ fert, sheathing paper, nonbitumi-
nous saturated felt, or other approved material over which a ioonng system is
applied.
vAPoR RETARDER is a layer of material or a laminate used to appreciably
reduce the flow of water vapor into the roofing system.
wooD SHAKES are rapered or nonrapered pieces of approved durable wood
of random widths ranging from 4 inches to l4 inches and of the followins four
types:
(a) Hand split and resawn: tapered wirh one sawed and one split face; semisplit:
tapered with partially sawn and split faces both sides, l5 inch-es, lg inches or 24
inches in length.
(b) Taper split: tapered with both split faces, 24 inches in length.
(c) Straight split: nonrapered with both split faces, either l g inches or 24 inches
in length.
(d) Tapersawn: sawn both sides, edges sawn or split. Lengths 24 inches and long-
er.
wood shakes (treated) are taper-sawn pieces of southem pine, black gum/
sweetgum wood treated in accordance with U.B.C. Standard No.25- l2 of random
widths ranging from 4 to 8 inches and lengths of l8 inches or 24 inches. Maximum
weather exposure as shown in Table No. 32-C, Wood Shakes.
wooD SHINGLES are tapered pieces of approved durable wood, saw.ed both
sides, ofrandom widths ranging from 3 inches to i4 inches and in lengths of 16
inches, l8 inches or 24 inches.
1991 UNIFORM BUILDING CODE 3202-3203
I
roofcovering on any structure regulated by this code shalt be as
i!:
:il:
specified in Table Nrre4 and as classified in Sct'rrriie*.
607
o
3203-3204 1991 UN M BUILDING CODE
Roof-covering Glassif ication
Sec.3204. (a) Class A Roof Covering. A Class A roof covering shall be one of
the following roofings:
L Any Class A roofing assembly.
2. Asbestos-cement shingles or sheets.
3. Exposed concrete slab roof.
4. Sheet fenous or copper roof covering.
5. Slate shingles.
6. Clav or concrete roof tile.
!rd#lbc
(c) Class C Roof Covering. Class C shall be any Class C roofing assembly.
(d) Nonrated RoofCovering. A nonrated roofcovering shall be one ofthe fol-
lowing roofings:
l. Any mineral aggrcgate surface built-up roof for application to roofs having a
slope of not morethan 3 inches in l2 inches applied as specified in Section 3208 (b)
4, consisting of not less than the following:
Roofing Pties
Three layers of felt, and
Surfacing Material
300pounds perroofing square ofgravel or other approved surfacing material, or
250 pounds per roofing square ofcrushed slag.
2. Modified bitumenmembrane assemblies not meeting Class A, B orC roofing.
3. Thermoplastic membrane assemblies not meetin-s Class A. B or C roofing.
4. Thermoset membrane assemblies not meeting Class A, B, or C roofing.
5. Wood shingles.
6. Wood shakes.
(e) Special-purpose Roofs. l. Wood shakes and shingles with nonbitumi-
nous saturated felt. A. Wood shakes. Special-purpose wood shake roofing shall
conform to grading and application requirements of this chapter except that nonbi-
tuminous saturated felt is to be substituted for the asphalt felt specified in Section
3208 (b) 10. In addition, the deck shall be constructed of rel-r:-inch plywood with
exterior glue or I -inch nominal tongue-and-groove boards overlaid with a layer of
approved nonbituminous saturated felt lapped 2 inches on the horizontal and verti-
caljoints. An l8-inch-wide strip of the same felt shall be shingled in between each
course ofshakes in such manner that no felt is exposed to the weather.
B. Wood shingles. Special-purpose wood shingle roofing shall conform to
grading and application requirements of this chapter. In addition, the deck, whether
of spaced boards orsolid, shall be overlaid with a layer of approved nonbituminous
saturated felt lapped 2 inches on the horizontal and vertical joints.
608
o
IFOR
tl:
ti:t
t:::
ili
Hi
1sel uMFt BUILDTNG coDE o 3204-3206
2. Wood shakes or shingles with gypsum board underlavment. Special-
purpose wood shake or wood shlngle roofing shall confomr ro rhe grading and
application requirements of this chapter. In addition, an underlayrnent of r/2-inch
Type X gypsum board shall be placed under rs/rz-inch plywood solid sheathing or
I -inch nominal spaced sheathing.
Attics: Access, Draft Stops and Ventilation
sec.3205. (a) Access. An attic access opening shall be provided ro attics of
buildings with combustible ceiling or roof consrruction. The opening shall be lo-
cated in acorridor, hallway orotherreadily accessible location. Attics with a maxr-
mum vertical height of less than 30 inches need not be provided with access
openings.
The opening shall not be less than22 inches by 30 inches.
Thirty-inch minimum clear headroom in the attic space shall be provided at or
above the access opening.
- (b) Draft stops. Attics, mansards, overhangs and other concealed roof spaces
formed of combustible construction shall be draft stopped as specified in Section
2516 (f).
(c) ventilation. where determined necessary by the building ofticialdue ro ar- t:ii:mospheric or climatic conditions, enclosed attics and enclosed rafter spaces i,i,formed where ceilings are applied directly to the underside of roof rafters shall tlr,
have cross ventilation for each separate space by ventilating openings protected ll::
against the entrance of rain and snow. The net free ventilating area shall not be less ,.i:
than r/156 of the area of the space ventilated.
':lEXCEFTIONS: l.Theareamay be l/36qofrheareaof rhe space venrilared pro-.l
vided 50 percent of the required ventilating area is provided by ventilators located in .!i
the upperportion ofthe space to be ventilated at least three feer above eave orcomice iii
vents with the balance of the required ventilation provided by eave or comice vents. ,i,
2. The area may be l/36q of the area of the space ventilated provided a vapor retard- il
er having a transmission rate not exceeding I perm is installed on the warm side of iii
the auic insulation.
:iiThe openings shall be covered with corrosion-resistant metal mesh with mesh liopenings of '/a inch in dimension. ,n
Smoke and Heat Venting
Sec. 3206. (a) When Required. Smoke and heat vents complying with U.B.C.
standard No. 32- l4 or fixed openings shall be installed in accordance with the pro-
visions of this section as follows:
l. In single-story Group B, Divisions 2 and 4 occupancies having over 50,000
square feet in undivided area.
ExcEPTIoNS: 1. office buildings and retail sales areas where srorage does nor
exceed l2 feet in height.
2. Group B, Division 4 occupancies used for bulk frozen food storage when the
building is protected by a complete automatic sprinkler sysrem.
2. In Group H, Divisions 1,2, 3, 4 or Soccupancies any of which are over l 5,000
square feet in single floor area.
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rsel uNtM BUTLDTNG coDE t2-A
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Part IV
REQUIREMENTS BASED ON TYPES OF
CONSTRUCTION
Chapter 17
CLASSIFICATION OF ALL BUILDINGS BY TYPES
OF CONSTRUCTION AND GENERAL
REQUIREMENTS
General
sec. 1701. (a) classification of Buildings. The requiremenrs of part lV are for
the various types of construction and represent varying degrees of public safety
and resistance to fire. Every building shall be classified Uy ttri bu itaing official into
one of the types of consrrucrion ser forrh in Table No. l7-A. Any building which
does not entirely confbrm to a rype of conslruction set forth in Table No. I 7-A shall
be classified by the building official inro a type having an equal or lesser degree offire resistance.
A building or portion thereof shall not be required to confbrm to the details of a
type of construction higher than that type whrch rneets the nrininrum requirements
based on occupancy (Part III) even though certain I'eatures ofsuch building actual-ly conform to a higher type of construction.
where specific materials, types of construction or fire-resistive protection are
required, such requirements shall be the minimum requirement., und any materi-
als, types of construction or fire-resistive protection which *ill afford equal orgreaterpublic safety orresisrance to fire. as specified in this code, may be used.
Portions of buildings separated as specifiecl in Section -505 ( f) mav be consrdered
a separate building lbr classification ol types of' consrruclion. w-hen there rs no
such separation, the area ofthe entire builcling shall not exceed the least area per-
mitted for the types of construction involved.
(b) standards of Quality. The standards Iisrecl below labelcd a ..U.8.c. sran-dard" are also Iisted in chapter 60. part I I. and are part of this code. The other stan-
dards l isted below are guiclelinc stanclarcis and as suc h irre not aclopted as part of this
code (see Secrions 6002 and 6(X)3).
l. Building paper
A. U.B.C. Standard No. l7-1, Krafr Warerprool'Building paper
B. Asphalt-saturated Rag Felr, Unde^vriters Labclratories Inc. Standar<j Speci-fication 55A, Marerials lbr Consrrucrion ol' Builr_up Roo[ Cor crings
2. Potential heat ol'buitding materials
A. u.B.c. Srandard No. l7-2. Tesr Methocl r. Derernrinc p.tential l-lcar.1.Building Marerials
109
,tt.
"i.i8 tl
1701.17Q , Jtr,ro"M BUtLD.NG coDE
3.fffiE}.r
A. U.B.C. StanclardNo. t7-3.Test Mcthod l'orthc Evalultiortol"l'ltcrrtttl Barri-
ers. Standard of, the lnternatiOnal Conl'ercncc ol' B u i ld ing Ol'l'icials
B. Factory Mutual Srandarcl Firc Test Slancllrd lbr lnstllirtcd Rotll'Dcck Con-
s(ruction
C. Underwriters Laboratories lnc. 1256. Firc Tcst Standarcl lirr lrtsulatcd Rool'
Deck Construction
D.U.B.C.StandardNo. l7-5,RoornFireTestSlarrdardftrrlnteriorFoantPlastic
Systems, Standard of the International Cont'erence of Building Otl'icials
E.U.B.C.StandardNo.l7-6,MethodolTestlbrtheEvalultiorrol'Fltntmability
Characteristics of Exterior, Nonloacl-bearing Wall Parrcl Asscntblics Using Foam
Plastic Insulation, Test Standard of the International Conl'erencc ol'Building OtTi-
cials
A. Underwriters Laboratories Inc. Stantlard Specification 55A. Matcrials ftrr
Use in Construction of Built-up Roof Coverings
B. U.B.C. Standard No. 32-7, Test Standard fbr Determining the Fire Retardan-
cy of Roof Covering Material
5. Surface-burning characteristics and fire resistance of building materi-
als and assemblies
A. U.B.C. Standard No.42- I. Test Methocl fbr Surt'ace-burtrin{ Charactcristics
of Building Materials
B. U.B.C. Standard No. 43- | . Fire Test of Building Constrr'rction and Matcrials
6. Self-ignition properties of plastics
A. ASTM D 1929.lgnition Properties of Plastics
7. Fire dampers
A. U.B.C. Standard No.43-7. Fire Dampcrs
Structural Frame
Sec. 1702. The structural fiame shall be considered to bc thc ctllutrlns and thc
girders, beams, trusses and spanclrel s hav ing direct con ncct ions to tlrc columns ancl
allother members whrch are essential to the stability ol'thc bu ilcling as a wholc- Thc
members of floor or rool'panels which havc noconnection to thc ctllunrns shall bc
considered secondary ntembers and not it part ol't[c strtrclural l'ratrtc.
Usable Space under Floors
,l; Sec. 1703. Usablc space undcr the l'irst slory sh:rll bc cnclclsetl ant! such cnclo-
l: sure when constructe d ol'mctal or wood shall bc protcclcd on thc sidc ol'thc usablc
space as required frrr onc-hour l'irc-resistive construction. Doors shall bc scll-clos-
ing, ol' noncombustiblc construction or solid wood cot'c, lttlt lcss than I l/.r inchcs
in thickness.
:i I|XCEI''t'tO\S: L Croup R, Drvision 3 atttl (irotrp M Occupitncics'
:it 2. Vchrclc se rvrcc pils.
110
IG CODE
J roofcov-
itance re-
t to a roofl
rncluding
ot be less
lt. Where
rll extend
reprotec-
, less than
:hitectur-
;hall con-
dditional
nbustible
rcombus-
or where
:avy-tim-
rpen and
,hich are
than ser-
.tions:
Group M,
ing units,
)ivision I
v of fixed
1es1 u#RM BUILDING coDE 1712-1713
-j. The top of guardrails tbr stairways. cxclusivc ol the ir landings. tttay have a
hei-eht as specified in Section 3-106 (i) lbr harrdririls.
Open guardrails shall have intermediate rails or an ornarnental patlern such that
a sphere 4 inches in diameter cannot pass through.
EXCEPTIONS: l. The open spacc betwccn thc inlcnncdiatc rails orornlrnentirl
pattem of guardrails in areas ol'comrrrcrcial and inclustria l-typc occuparrcies which
are not accessible to the public may be such that a sphere l 2 inchcs in dianrcler c nnot
pass through.
2. The triangular openings formed by thc riser. trcad and bottorn clenrent of a guar-
drail at the open side ofa stairwal,may be ofsuch sizc that a spherc 6 inches in dianre-
ler cannot pass through.
(b) Vehicle Barriers. In all parking garages where any parking area is located
more than 5 feet above the adjacent grade, vehicle barriers shall be provided.
EXCEPIION: Parking garages of Group M. Division I Occupancies.
Vehicle barriers shall comply with the following:
I . The vehicle barrier shall be designed to resist a horizontal load of not less than
6,000 pounds. The horizontal force shallbe applied over a one-fbot-squilre arca at a
height of l8 inches above the parking surface. The force shall be distributed
through the vehicle barrier into the structural frame.
2. The vehicle barrier shall have a minimum vertical dimension of l2 inches and
shall be centered at l8 inches above the parking surface.
Sec. 1713. (a) General. The provisions of this section shall govem the require-
ments and uses of foam plastic insulation in buildings and structures. For tnm, see
Section 1705 (e).
(b) Labeling and ldentification. Packages and containers of foam plastic in-
sulation and foam plastic insulation components delivered to the jobsite shall bear
the label of anapproved agency showing the manufhcturer's name, the product list-
ing, product identification and information to show that the end use will comply
with the code requirements.
(c) Surface-burning Characteristics. Foam plastic insulation used in building
construction shall have a flame-spread rating of not more than 75 and a srnoke-de-
veloped rating of not more than 450 when tested in accordance with U.B.C. Stan-
dard No. 42-l in the maximum thickness intended for use.
IiXCEPTION: Foanr plastic insulation when tested in a mininrurn thickncss of
4 inches may be used in a greater thickness in cold-storagc buildings. ice plants. firoci-
processing rooms and similar areas. For rooms within a building, the foarn plastic in-
sulation shall be prorected by a thermal barrier on both sides having an indcx ol' 15.
(d) Thermal Barrier. The interior of the building shall be separated ftom the
foam plastic insulation by an approved thermal barrier having an index of l5 when
tested in accordance with U.B.C. Standard No. l7-3. The thermal barricr shall be
installed in such a manner rhat it will remain in place lor the tinre ol'its indcx classi-
fication based on approved diversified tesls.
EXCEPTION: The thermal barrier is not reuuirccl:
117
(i)
( ii):
',t.'.t
I.
':
i
1713 , slfr,ronM BUTLDTNG coDE
A. For sidine backer board. provided the lbarn plastic insulation is nol ol'rtt<lrc
than 2,000 Btu pcr square foot as detennined by U. B.C. Standartl No. l7-2antlwhen
it is separated from the interior of the building b1' not less than 2 inches ol-mineral
fiber insulation or equivalent. or applied as re-sidittg over cx istirt*t rvall construction.
B. For walk-in coolers and t'reezer units having an aS,gregatc lloor arca less than
400 square feet.
C. In a masonry or concrete wall, floor or roof system when the lbam plastic insu la-
tion is covered by a minirnum of l-inch thickness of masonry or concrele. Loose-fill
type foam plastic insulation shall be tested as board stock for flame spread and smoke
development as described above.
D. Within an attic or crawl space u,here entry is nrade only for service of utilities.
and when foam plastic insulation covered with a material such as lr/:-inch-thick
mineral fiber insulation, r/a-inch+hick plywood. hardhoard or Sypsum wallboard,
corrosion-resistant sheet metal having a base metal thickness not less than 0.0160
inch at any point, or other approved material installed in such a manner that lhe foam
plastic insulation is not exposed.
E. In cooler and freezer walls when:
The foam plastic insulation has a flame-spread rating of 25 or less when
tested in a minimum 4-inch thickness:
Has flash and self-ienition temDeratures ofnot less than 600oF. and tl00oF..
respectively;
(iii) Is covered by not less than 0.032-inch aluminum or conosion-resistant
steel having a base metal thickness irot less than0.0l60 inch at any poirtt:
and
(iv) Is protected by an automatic sprinkler systern. When the cooler or freezer
is wirhin a building. both the cooler or freezer and that part of the building
in which it is located shall be sprinklered.
(e) Special Provisions. l. General. Foam plastic insulation may be used in the
following applications as set forth in this section:
2. Noncombustibleexterior rvalls. A. One-story buildings. Foam plastic insu-
lation may be used inexterior walls of one-story buildings where exterior walls are
required to be of noncombustible construction subject to the following:
(i) The building is protected throughout with automatic sprinklers.
(ii) Foam plastic insulation tested in the maximum thickness and density in-
tended for use, has a flame-spread rating of 25 or less and a smoke-developed rat-
ing of 450 or less in accordance with U.B.C. Standard No. 42- l.
(iiit The foam plastic insulation has a maximum 4-inch thickness.
(iv ) The thermal barrier may be omitted when the foam plastic insulation is cov-
ered by not less than 0.032-inch-thick aluminum or corrosion-resistant sheet steel,
t'
t.,
having a base metal thickness of 0.0160 inch.
1v) When the wall is required to have a fire-resistive
conducted in accordance with U.B.C. Standard.No.43- I
ate that the required fire-resistive rating is maintained.
B. Buildings of any height. Except for fbam plastic insulation in masonry or
concrele construction complying with Section l7l3 (d). Exception 3. assemblies
employing foam plastic insulation in or on exterior walls of buildings where the
118
rating, data based on tests
are provided to substanli-
too:"
)f more
.d when
nineral
'uction.
:ss than
insula-
,ose-fill
I smoke
itilities,
:h-thick
llboard.
0.0r60
ne foam
.;s when
8000F..
esistant
y point:
: freezer
ruilding
d in the
ic insu-
alls are
srty ln-
eed rat-
r is cov-
et steel,
on tests
bstanti-
onry or
:mblies
lere the
rgsr u#nM BUTLDTNG coDE 1713
exterior walls are required to be of noncombustible construction shall comply with
the following:
(i) When the wall is required to have a fire-resistive rating, data based on tests
conducted in accordance with U.B.C. Standard No.43- l, are providedtosubstanti-
ate that the fire-resistive ratlng is maintained.
(ii) The foam plastic insulation is separated from the interiorof the building by a
thermal barrier having an index of l5 unless specifically approved under Section
l7r3 (0.
(iii) Combustible content of foam plastic insulation in any portion of the wallor
panel does not exceed 6,000 Btu persquare foot of wallarea as determined by tests
in accordance with U.B.C. Standard No. l7-2.
(iv) Foam plastic insulation. exterior coatings and facings tested separately.
shall each have a flame-spread rating of25 or less and a smoke-developed rating of
450 or less in accordance with U.B.C. Standard No. 42- I . The foam plastic shall be
tested in the thickness intended for use.
(v) The wall assembly is tested in accordance with U.B.C. Standard No. l7-6
and complies with the conditions of acceptance contained therein.
(vi) Foam plastic insulation is listed and the edge or face ofeach piece is labeled
with the following information:
a. Inspeclion agency name.
b. Product for which the insulation is listed.
c. Identification of the insulation manufacturer.
and smoke classifications.
plastic insulation which
5ffibly need not meet the require-
ments of Section I 7 I 3 (b), (c ) and (d), prov ided the assembly with the foam plastic
insulation satisfactorily passes a test for insulated roofdecks.
barrier requirement is rvaiv
For all roof application$, the smoke-developed rating shalI not be limitecl.
4. Doors. Wheredoors are permitted without a fire-re sistive rating, fbanr plastic
insulation having a tlame-spread rating of 75 or less may be used as a core material
when the door facing is metal having a minimum thickness of 0.032-inch alumi-
num or steel having a base metal thickness not less than 0.0 | 60 inch at any point.
The thermal barrier is not required for this condition.
(l) Specific Approval. Foam plastic insulation or assemblies using foam plastic
insulation may be used based on approved tests such as. but not limited to. tunnel
119
i::r:
:;ii
171s-17Q .,t*,rorM BUtLD.NG coDE
tests in accordance with U.B.C. Standard No. 42- I, fire tests related to actual end
use such as U.B.C. Standard No. 17-5 and an ignition temperature test establishing
a minimum self-ignition temperature of 650oF. In lieu of testing. the specific ap-
proval may be based on the end use, quantity, location and sirnilar considerations
where such tests would not be applicable or practical.
Foam plastic insulation in a thickness greater than 4 inches may be used if it has
been tested for flame spread and smoke development at a minimum thickness of 4
inches provided the end use has been specifically approved in accordance with this
subsection with the thickness and densitv intended for use.
Insulation
Sec. 1714. (a) General. Thermal and acoustical insulation located on or within
floor-ceiling and roof-ceiling assemblies, crawl spaces, walls, partitions and insu-
lation on pipes and tubing shall comply with this section. Duct insulation and insu-
lation in plenums shall conform to the requirements of the Mechanical Code.
EXCEPTION: Roof insulation shall comply with Section 3208 (d).
(b) Insulation and Covering on Pipe and T[bing. Insulation and covering on
pipe and tubing shall have a flame-spread rating not to exceed 25 and a smoke den-
sity not to exceed 450 when tested in accordance with U.B.C. Standard No. 42- l.
EXCEPTION: Foam plastic insulation shall comply with Section l7 13.
(c) Insulation. All insulation materials, including facings, such as vapor bani-
ers or breather papers installed within floor-ceiling assemblies, roof-ceiling as-
semblies, walls, crawl spaces or attics, shall have a flame-spread rating not to
exceed 25 and a smoke density not to exceed 450 when tested in accordance with
U.B.C. Standard No. 42- l.
EXCEPTIONS: l. Foam plastic insulation shall comply with Section 1713.
2. When such materials are installed in concealed spaces of Types III. IV and V
construction, the flame-spread and smoke-developed limitations do not apply to tac-
ings, provided that the facing is installed in substantial contact with the unexposed
surface of the ceiling, floor or wall finish.
Solar Energy Collectors
Sec. 1715. Collectors which function as building components shall comply with
the applicable provisions of the code.
Collectors located above or upon a roof and not functioning as building compo-
nents shall not reduce the required fire-resistance or fire-retardancy classification
of the roof-covering materials.
EXCEPTIONS: l. Collectors installed on one- and two-tamily dwellings.
2. Noncombustible collectors located on buildings not over three stories in height
or 9,000 square feet in total floor area.
3. Collectors that comply with the provisions of Section 52 14.
Atria
Sec. 1716. (a) General. Buildings, of other than Group H Occupancy, with auto-
matic sprinkler protection throughout may have atria complying with the provi-
120
'}r,,
l
407-409 1991 urtM BUTLDTNG coDE
building, or portion thereof, not provided with sunounding exterior walls shall be
the usable area under the horizontal projection of the roof or floor above.
FM is Factory Mutual Engineering and Research, ll-51 Boston-Providence
Tumpike, Norwood, Massachusetts 02062.
lastic which is lntentionally expanded
b[the useof a foailllllllllllllllng agentto produce a reduced-density plasticcontaining voids
consisting of hollow spheres or interconnected cells distributed throughout the
plasticforthermalinsulatingoracoustica|purpoSesandwhichhasaG
FOOTING is that portion of the foundation of a structure which spreads and
transmits loads directly to the soil or the piles.
FRONT OF LOT is the front boundary line of a lot bordering on the street and,
in the case of a comer lot, may be either frontage.
G
Sec. 408. GARAGE is a building or portion thereof in which a motor vehicle
containing flammable or combustible liquids or gas in its tank is stored, repaired
or kept.
GARAGE, PRMTE, is a building or a portion of a building, not more than
1,000 square feet in area, in which only motor vehicles used by the tenants of the
building or buildings on the premises are stored or kept. (See Chapter l l.)
GARAGE, PUBLIC, is any garage other than a private garage.
GRADE (Adjacent Ground Elevation) is the lowest point of elevation of the
finished surface of the ground, paving or sidewalk within the area between the
building and the property line or, when the property line is more than 5 feet from the
building, between the building and a line 5 feet from the building.
GRADE (Lumber) is theclassification of lumber in regard to strength and util-
ity-
GUARDRAIL is a system of building components located near the open sides
of elevated walking surfaces for the purpose of minimizing the possibility of an
accidental fall from the walking surface to the lower level.
GUEST is any person hiring or occupying a room for living or sleeping pur-
poses.
GUEST ROOM is any room or rooms used or intended to be used by aguest for
sleeping purposes. Every 100 square feet of superficial floor area in a dormitory
shall be considered to be a guest room.
H
Sec.409. HABITABLE SPACE (ROOM) is space in a structure for living,
sleeping, eating or cooking. Bathrooms, toilet compartments, closets, halls, stor-
age or utility space, and similar areas. are not considered habitable space.
HANDLING is the deliberate transport of materials by any means to a point of
storage or use.
26
o
SYSTEM DESCRIPTION SKETCH AND DESIGN DATA
GYPSUM BOARD, STEEL CHANNEL JOISTS,
INSULATION, ROOF COVERING
CElLltlG: Two layers of 1/2'typ€ X gypsum wallboard or veneer base applied at right
angles to flanges of 18 gage, 7114'deep channelioists 24" o.c. All end ioints located
midway belween ioists with all .ioints in each adjacent row and tayer ofiset 24". Base
layer attach€d with 1'-Type S-1 2 drywall screws 1 2" o.c. set back 3/4" from edges. Face
layer atlached with 1s/8" Type S-12 drywall screws 12'o.c. set back 3&" from edges.
End ioi s anached to base layer with 11/2" Type G drywall screws 14" o.c. set back 3/4"
from ioint.
ROOF:28 gage galvanized sleel form units supportli2" gypsum sheathing apptied at
right angles to units with 6nd Fints otlsel 24' and fastened to units with t s/s. Type S
drywall screws 24'o.c. in bolh directions. Two layers 2416'glass fiber insulation board
8.5 pc.f (approximate) applisd parallel to steel units. End Fints of adiacent rows of
insulalion olfset 16', ioir s between layers otfsst 18'on long edge and e. on short edge.
Basa hysr attacfiod with 3 mechanical tasteners per piece to steel unils. Top layer
secured to ba3s layer wih hot asphalt or cold tar pitch. Appropriate roof covering (see
U.L. directory for allernate). One hour unrestrained.
Approx. Ceiling Weight: 4 psf
Fire Tesr: UL NC 505.9, 12-11-80,
Design P512
GYPSUM BOARD, WOOD JOISTS, ROOF COVERING
Baso layer s/s' typ€J( gypsum wallboard appli€d at right angles to 2 x .l 0 wood joists
24' o.c. wilh 1114" Tyge S drywall screws 24" o.c. Face layer 5/e' type X gypsum
wallbo-ard or ven€er base applied al right anglgs to joists through bas6 layer with 1 28,
Typ€ S drywallscrews 12" o.c. atloints and intsrmediate joists. Face laye-r joints offset
24" trom base layer joints. 11/2" Type G dryrvall screws placed 2" back on either side
of face layer end ioints, 12" o.c. Va" plywood_ryrlh plErrior glue apptied at righl angles
to top of ioists with 8d nails.
Approx. Ceiling Weight: 5 psf
Fire Test: See FC 5406
/ /"r2 "E*P-.HL/I)E Ae14tttygyyi
THIS SPACE LEFT BLANK
'Contact the manufacturer for more detailed
information on proprietary products
rq
(.-*$$
FIRB PROTECTION, INC.
AW, UNIT#12
cITv, co. 80022
PROD ST]BMITTAL:RE-STJBMITTED 8/30/944W PLACE
v COLORADO
Central GBR recessed horizontal sidewall 1/2"
Central GB horizontal sidewall 1/2" 286o, 165o
Cental GB pendents 112", 165o; 2l2o; 286o
Cenral Optima concealed residential sprinkler, 7/16", 165o brass
VALWS;
Ames Silver Bullet 2000 SS 2-112" back flow preventor
2-112" Grooved reduced pressure check valve
Ball drip valve
Side outlet valve
Globe valves. ll2' tlnr2'
PIPE & FITTINGS;
Copper pipe
Copper fiftings
Ring hangers
Copper riser clamp
Two hole strap
Riser Clamp
Coach screw rods
318' Eyelet
Clearflow nipple
MISCELI.IINEOUS:
Test & drain
Flow swirch for copper
Air & water gauges
Spare head box
Fire Departrnent Connection
Farr-Larm
Tamper Switch
Pressure relief valve
.a
N0 FynForlol,l TAKI N X- NIA.KI COf rl:CTl0NS NCI ED tr
,, : ,,r.i;n tD FEVIS- ttl ; ltistjB{MlT tr
SUBMIl SPECiFIED IIEM tr
cHECKTNG rs 0NLY F0R GENERAL C0NFoRMANCE mlML.9Fsl9t!
,,",xiib;rrr ir,l ,, ilrcr AND GENERAL O0MPLIAN0E wlTH-TF;
llf-0ffilArl0fr Gl!ih ii\ lHE C0NTRACT 00CUMENTS ANY ltir l]'l
siro',r;H is suJLsci r0 IHE REoUIREMENTS 0F-THETl$i..iyl
si;iiiric"rn-iis i0r'iTRAcToR ls RESPoNSIBLE toi-DlMEtislctis
ivrriiir :rr,[ii briorurnrrrro AND coRRELATED AT I$-!qq-iil
iirri,i,ri ,ii p,iocrssis nruo TEcHNIoUES 0F- -c_qqs-T.tu-ql9.Ibi:l ,ulrwor', oi rlts wOnr wfH rttAr 0F ALL oTHER IMDES ND
THt SATISFACTORY PERFORMANCE OF HISWORK.
rD;.P
Pierce, Segerberg
ArcNtects, PC., AI.A
2-112" x 2-112' NST auto sprink
o Sidewall
Residential 116'x2o')
G lass Bu lb Automatic Sprinklers
Manulaclured by: Central Sprinkler Company
451 Norlh Cannon Avenue, Lansdale, Pehnsylvania .|9446
Product
nTechnical
Model: GBF/SW
Style: Sidewall & Recessed Sidewall
Escutcheon: Model GB Res./QR
Recessed
Wrench: Universal
K-Factor: 5.4
Thread Size: 1/2' N.P.T. (12.7 mm)
Temp. Rating: 155.F/68"C
Approvals: U.L.
Maximum Working Pressure: 175 psi
Factory Hydro Test: 100% at 500 psi
Standard Finishes:
Sprinkler: brass, chrome plated,
white painted
Escutcheon: brass plated, chrome
plated, white painted
Length: 2 1/2" (6.35 cm)
Width: 1 1/2'(3.81 cm)
Weight: 2 112 oz. (70 grams)
/i
Description
The Central Model GBR Sidewall
and Recessed Sidewall Sprinklers
have the ability to cover large areas
with very low flow and pressure
requiremenls. This, combined with the
aesthetics of the recessed glass bulb
design, provide a sprinkler that is
attractive and cost effective. The
Central Model GBR Automatic
Sprinklers incorporate the latest in
glass bulb t€chnology, which results in
a much smaller more anractive
sprinkler. The operating mechanism
consists ol a liquid-filled 3 mm
diameter frangible capsule that is only
2.0 cm in length.
The Model GBR Aulomatic
Sprinklers are intended for residentialrffi
are available in 1/2'orifice sizes, and
a 155"F/68"C temperalure rating. The
Model GBR Sprinklers and
esculcheons are available in brass,
chrome plated and white painted, with
additional special painted finishes
available.
Operatlon: The glass bulb capsule
op€rating mechanism contains a heat-
sensitive liquid that expands upon
application of heat. Upon r€aching the
rated temperature, the frangible
capsule rupturos thereby releasing the
orifice seal. The sprinkler then
discharges water in a pre-designed
spray pattern to conlrol or extinguish
lhe fire.
1lo. 4.2.O
Figure 1
Model GBR S t'l 112" Recessed Sldewall (bottom view)
GBR S/W 1/2" Resldentlal Sidewa Sprlnkter Deslgn Requlrement3
Model
Cov6r8g9 Ar6a Mlnlmum Detlgn Flow (Pr€ssuro)
wtdth Throw Ons Sprlnklrr
Tvro or Mofe
Sprlnklcrr
GBR S/W
'U2' Silevrall
& R€cessed
Sid€well
12' (or less)
16'
16'
12' (or less)
18n'
20 GPM (13.7 p6i)
22 GPM (16.6 psl)
30 GPM (3O.9 pri)
18 GPM (11.1 psi)
20 GPM (13.7 psi)
25 GPM (21.4 psi)
Deflector distance is per NFPA 13D - 4. to 6, below the ceiling.
Flgure 2
Model GBR SIN 112" Sidewatl
.\ !
r\ trf
Face ot Wall
Model GB Ros./OR
------------i
Mlniftm Holo in
C.iling b 2',
Ma)(|mum b 2 1.2'
-___L_i
Note: Or y lhe Modol GB R€6"/OR R€sid€nfial Foo€ls€d Esculchooo rney b6 urod. Sub€titi.Iion otolhor'rccos8€d esaucn€oata may inDair tho op€ratir€ s€nritivtty rnd dl8trfrufon pan€m.
Face of
2 3l't6'
Rel.
2 1t2',
i*ob: hals irodal65 osJk,le.i t|ray bo us€d. Vv|loo rrsiE C€rn aI8 tr,tod€t €6 caillno
6sdJ|atEoq 0r€ t6 d tF rrdrdtg coFlng ola.Id bo t/8. tt/le bdd di&|d he-
,f}lnstallati
All Central Model GBR Automatic
Sprinklers must be installed
according to current NFPA 13,
NFPA 13D and NFPA 13R
requirements and Central's
Residential Inslallation Guide.
Deviations f rom these requirements
and standards or any alteration to
the sprinkler itself will void any
warranty made by Central Sprinkler
Company. ln addition, installation
must also meet local governmenl
provisions, codes, and standards as
applicable.
The system piping must be
properly sized to ensure the
minimum required flow rate at the
sprinkler.
Check for the proper model, style,
orifice size, and temperature rating
prior to installation. Install
sprinklers after the piping is in place
to avoid mechanical damage;
replace any damaged units. Wet
pipe systems must be protecled
from f reezing.
Upon completion of the
installation, the system must be
tested per recognized standards. In
the event of a thread leak, remove
the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed
in lhe sidewall position.
Step 2. Use only a non-hardening
pipe joint compound or Teflon-
tape. Apply only to male threads.
Step 3, lnstall the sprinkler
according to the dimensions shown
in the installalion diagrams on page
two. Install the escutcheon skirt
onto lhe sprinkler prior to its
engagement into the reducing
fitting. For recessed applications,
do not use lhe push-on escutcheon
plate to hold the unit in position.
The sprinkler will only lunction
properly when anchored to the
building structure.
' Teflon is a trademark of lhe OuPont Coro.
o
0n Step 4. Hand tighten the sprinkler
into the fitting. Then use a Central
Universal Wrench lo tighten the unit
into the fitling. A leak-tight joint
requires only 7 to 14 ft.-lbs. of torque;
a tangential force ol 14 to 28 lbs.
delivered through a 6" handle will
deliver adequate torque. Torque
lev€ls over 21 ft.-lbs. may distort the
orifice 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 for the
primer and cemenl to ensure lhat
neither accumulate within the
sprinkler.
Soecial care must be taken when
installing with a copper system.
Sprinklers must be installed only after
the inside ol the sprinkler drop and
associated fittings have been wire
brushed to remove any flux. Residual
tlux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
Care
Main
&
ten anGe
Sprinklers must be handled
carefully. They must not be trans-
ported or stor€d where ambient
temperature may exceed 100"F/
38oC. For best resulls, store lhem in
a cool, dry location in the original
shipping package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers should never be painted,
coated, plated, or altered in any
other way from manufactured
condition or they may not function
properly. Any sprinklers altered in
such manner must be replaced.
The owner is resDonsible lor the
proper operating condition of all fire
protection devices and accessories.
The NFPA standard 25 entitled,
"lnspection, Testing and Mainte-
nance ol Water-Based Fire Protec-
tion Systems", contains guidelines
and minimum mainlenance require-
ments. Furthermore, the local
Authority Having Jurisdiction may
have additional regulations and
requirements lor maintenance,
testing, and inspection thal must be
obeyed.
It is recommended that sprinkler
systems be inspected regularly by a
qualified inspection service. Length
ol time between such inspections
can vary due to accessibility,
ambient atmosphere, waler supply,
and site activity.
Do not attempt to re-assemble or
otherwise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers ol the
same type and temperature rating
as reolacements.
Because the discharge pattern is
critical to protection ol life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. ln
the event thal construction has
altered the original configuration,
additional sprinklers may need to be
installed to maintain the protection
level.
Universaf Wrench (Parl #1122
proteclion system from service. Be
certain to secure permission from all
Authorities Having Jurisdiction, and
notify all personnel who may be
atfected during system shutdown.
A tire watch during maintenance
periods is a recommended
precaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install the replacement, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A fire protection system that has
been shut otf after an activation
should be relurned to service
immediately. Inspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
did not operate but were subjected to
corrosive elements of combustion or
excessive temperatures should be
inspecled, and replaced il need be.
The Authority Having Jurisdiction will
detail minimum replacement
requirements and regulations.
Guarantee: Cenlral Sprinkler
Company will repair and/or replace
any products tound to be defective in
malerial or workmanship within a
period of one year from the date of
shipment. Please reler to the current
Price List lor further details of the
warranty.
O1993 Centrat Sprinkler Company
Printed in u,s.A.
.-F
Central Sprinkler Company
451 N. Cannon Avenue, Lansdale, pA 19446
Phon€ (215) 962-0700
FAX (21s) 362-5385
Do not attempt to replace rpnnf.f"r!
without lirst removing the fire 0rdering
Information
Ordering lnformation: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
temperature rating, type of finish or
coating, and sprinkier wrench.
Avallabillty and Servlce: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler dishibution cenrers.
You may write directly to Central
Sprinkler Company, or call (215) 962-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm'l loot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kgy'cmz
1 U.S. gallon = 3.785 dm3
= 3.785 liters
Conversions are approximate.
trENTFUAL
GBR.2
I
Glass Bulb Automatic Sprinklers
Manufactured by: Central Sprinkler Company
451 Nodh Cannon Avenue, Lansdale, P€nnsylvania 19446
[{ Bl'#,i'*,, n Techni car
The Central Model GB Sidewall
Automalic Sprinklers ofter the ultimate
in advanced design fealures. They
incorporate the lalest in glass bulb
technology, which results in a much
smaller, more attractive sprinkler than
lhose manufactured with a more
traditional design approach. The
operating mechanism consists of a
liquid-filled, 5 mm frangible capsule
that is only 1.6 cm in l€ngth.
The Model GB Sidewall Automatic
ture ratings, linishes and decorative
coatings.
Operatlon: The glass bulb capsule
operating mechanism conlains a heat-
sensitive liquid that expands upon
application of heat. At the rated
temperature, the f rangible capsule
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a pre-d€signed spray pattem
to conlrol or extinguish the fire.
Model: GB
Style: Horizontal Sidewall
(or equivalent)
Thread Size: 1/2" N.P.T.
Temp. Rating and Glass Bulb Color:
Orange
Red
Yellow
Green
Blue
Purple
Approvals: U.L., U.L.C., F.M.
Maximum Working Pressure: 175 psi
Factory Hydro Test: 100% at 500 psi
Standard Finishes: Brass. Chrome
Standard Coatings qtd F.M. M;
White or Black
Lengh: 1 3/4' (plus thread)
Widlh: 1'(frame arms)
Weight 3.5 oz.
Jili /^) \':; / .:'z
Figure 1
Model GB Sidewalt Sprinkler
Onc (1) Hold 3l cptrt O 30
Oor (1) lt .d Zl cpl| O ts
Om(l)Hcd 15cpit O 7
tlo.rlnal lt.nho Prna.n ,or t4' r ta' Boom
nTechnical
Design Requlrements - Standard Appllcations
The Model GB Sidewall Sprinklers are intended for area coverages and flow
and pressure requirements as specified in currenl NFPA 13 Standards for
standard 'll2' oritice sprinklers. The Model GB Sidewall Sprinklers are listed lor
installation 4" to 6' below the ceiling. Factory Mutual approved for Light Hazard
only.
f,',lnstallation
Gare
Main
&
bn ance
All Central Model GB Sidewall
Sorinklers must be installed accord-
ing to current NFPA 13 Standards.
Deviations f rom these requirements
and standards or any alteration to the
sprinkler itself will void any warranty
made by Central Sprinkler Company.
In addition, installalion must also
meet local governmeni provisions,
codes, and standards as applicable.
The system piping must be properly
sized to ensure the minimum required
flow rate at the sprinkler. Check lor
the proper model, style, orifice size,
and temperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be protected
from lreezing. Refer to the Central
Bulletins on the Model A-1 Dry
Pendent Sprinklers lor use in dry pipe
sorinkler installations.
Upon completion of the installation,
the system musl be tested per
recognized standards.
In lhe event of a thread leak,
remove the unit, apply new pipe joint
compound or tape, and reinstall.
Installation Sequence
Step 1. The unit must be installed in
the sidewall position with the deflector
4" to 6" below the ceiling.
Step 2. Use only a non-hardening
pipe joint compound or Tellont lape.
Apply only to male threads.
Step 3. Hand tighten the sprinkler
into the fitting. Then use a Central
Sprinkler Combination Sprinkler
Wrench, to tighten the unit into the
fitting. A leak-tight joint requires only
7lo '14 ft.-lbs. of torque; a tangential
lorce of 14 to 28lbs. delivered
through a 6' handle will deliver
adequate torque. Torque levels over
21 ft.lbs. may distort the orifice seal,
resulting in leakage.
Caution: Special care musl be taken
when installing sprinklers with a
CPVC system. Sprinklers must be
installed after the CPVC manufac-
turer's recommended sefting time for
the primer and cement to ensure that
neilher accumulates within the
sprinkler.
Special care must be laken when
inslalling with a copper system.
Sprinklers must be installed only after
the inside of the sprinkler nipple and
associated littings have been wire
brushed to remove any flux. Residual
flux can cause corrosion and in
extreme cases can impair proper
sprinkler operation.
'Totlon is a trad€mark of the OuPonl Corp.
3
Sprinklers musl be handled care-
fully. They must nol be transported
or stored where ambient temperalure
may exceed 100'F/38"C. For best
results, store them in a dry, cool
location in the original shipping
pacKage.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers must never be painted,
coated, plat6d, or alt€red in any other
way from manufactured condition or
they may nol function properly. Any
sprinklers altered in such manner
must be replaced.
The owner is responsible for the
proper operating condition of all fire
protection devices and accessories.
The NFPA Standard 25 entitled,
"lnsryction, Testing and Maintenance
of Water-Based Fire Protection
Systems", contains guidelines and
minimum maintenance requirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
for maintenance, testing, and inspec-
tion that must be obeyed.
It is recommended that sorinkler
syslems be inspected regularly by a
qualified inspection service. Length of
time between such inspections can
vary due to accessibility, ambient
atmosphere, water supply, and site
activity.
Do not atlemol to re-assemble or
otherwise reuse a sorinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers ol the
same type and temperature raling as
replacements.
Because the discharge patlern is
critical to prolection of life and
property, nothing should be hung or
attached to the sprinkler unit that
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
the original configuration, additional
sorinklers must be installed to main-
tain the orotection level.
Do not attempt lo replace sprinklers
without first removing the fire protec-
tion system f rom service. Be certain
lo secure permission from all Authori-
ties Having Jurisdiction, and notify all
personnel who may be atfected
during system shutdown. A fire watch
during mainlenance periods is a
recommended orecaution.
To remove the system from service
mode, first refer to the system
operating guide and valve instruction.
Drain water and relieve oressure in
the pipes. Remove the existing unit
and install the replacement, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A lire protection system that has
been shut off afler an activation
should be relurned to service
immediately. lnspect the entire
system for damage and replace or
repair as necessary. Sprinklers that
@1993 Central Sprinkler Company
Printed in U.S.A.
did not operate bul were subjected to
corrosive elemenls of combustion or
excessive temperatures should be
inspected, and replaced il need be.
The Authority Having Jurisdiction will
detail minimum reolacement
requiremenls and regulations.
Guarantee: Central Sprinkler
Company will repairand/or replace
any products found to be deleclive in
malerial or workmanship within a
period of one year from the dale of
shipment. Please refer to the currenl
Price Lisl for further details of the
warranty.
Hl,If,"il,x?,,,
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quanlity, model, style, orifice size,
temperature rating, type of linish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Canada, and
internationally, through a network of
Central Sorinklerdistribution
centers. You may write directly to
Central Sprinkler Company, or call
215-362-0700 for the dislributor
nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
1 Joot = 0.3048 M
1 pound = 0.4536 kg
1 foot pound = '1.36 Nm
1 Psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm,
1 U.S. gallon = 3.795 dm.
= 3.785 liters
Conversions are approximate.
EENTRAL
!-F
Central Sprinkler Company
451 N. Cannon Avenu6, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-5385 GBSW.2
Sprinkler GB
Fendent
Sp,rinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale,
fil Bf#,'ol,,, n Technical
The Central Model GB Recessed
Glass Bulb Automatic Sprinkler
embraces the ultimate in advanced
design features. lt incorporates the
latest in glass bulb technology, which
results in a smaller more attractive
sprinkler, The operating mechanism
consists of a liquid{illed 5 mm
diameter frangible capsule that is only
1.6 cm in length.
The Model GB Recessed Glass Bulb
Automatic Sprinkler is inlended tor
installalion in with the
ts
variety ol temperalure ralings, finishes
and decorative coatings.
The Model GB Recessed Glass Bulb
Automatic Sprinkler incorporates a
signilicant cost saving feature; a 2-
piece special esculcheon assembly
that provides for 5/8' of field
adiuslment resulting in an easily
accomplished tight fit against the
ceiling.
Operation: The glass bulb capsule
operating mechanism contains a heat-
sensitive liquid that expands upon
application ol heat. Upon reaching the
rated temperature, the lrangible
capsule ruptures thereby releasing the
orilice seal. The sprinkler then
discharges water in a pre-designed
spray pattern to control or extinguish
lhe Jire.
Model: GB
Slyle: Recessed Pendent
(Adiustabte)
Fesffift ffififir'a" ,
Note: Onlythe Model O rO)'
Recessed Escutcheon
assembly may be used.
Substitution of other es-
cutcheons may impair the
operating sensitivity and
distribution pattern and void
manufacturing warranty.
Orifice Size: 1/2"
K Factor: 5.6 nominal
Thread Size: 1/2" N.P.T.
Temperature Rating/Bulb Color:
135oF/57oC Orange
MtL-STD-901C
MtL-STD-167-1
MtL-STD-810-C
shock, vibralion, and sall
fog tests for maritime
applications
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test: 100% at 500 p.s.i.
Standard Finishes:
Sprinkler: chrome plated, brass
ptated
Escutcheon: chrome plated, brass
plated
Special Coatings: white painted,
black painted and off-white
painted (Approvals: U.L. for
corrosion resistant and
U.L.C. lor decorative finish)
Highest Allowable Ambient Tempera-
ture for Storage: 100'F/38'C
Adjustable Range Below Ceiling:
3/4'to 1 318" (optimum)
Length: 1 114' (plus threadl
Width: 1" (frame arms)
Weight 3.5 oz.
tt-
t
Positionlnstallation Diagram - Recegsed
Model GB Recessed Sprlnkler
Nominal Spray Pattern
1/2" Model GB Recessed Sprinkler
Circlod numberc indicale prsssurg In 9si.
Note: Sprinkler spacing must conlorm to NFPA 13 Standards.
lnstallatlon Diagram - Flush Posltion
Model GB Recessed Sprlnkler
Model GB Recessed - Coated Black
'Half irdicale5 ono hall ol a symmatricat 39.ay pan6m.
Model GB Recessed. Coated White
Universal Wrench
nl:[l''cal
The Model GB Recessed Automatic sprinklers are intended for area coverages
and flow and pressure requirements as specified in current NFPA 13lor stan-
dard 1/2" orifice sprinklers. When installed in the recessed,position, the re-
cessed cup esculcheon and sprinkler are listed together as a single unit and
must be so utilized.
line, as shown in ihe installation
Diagram on page 2. Adjustments
may be made via the push-on es-
cutcheon plate to compensate for
variations in the fittings.
Do not use lhe push-on esculcheon
plate to hold the unit in position. The
sprinkler will function properly only
when the system piping is anchored
to the building structure. Otheruise,
reaction forces from system initiation
could aller the sprinkler alignment
and disrupt the spray pattern.
Step 3. Use only a non-hardening
pipe joint compound or Teflon. tape.
Apply only to male threads.
Step 4. Hand tighten the sprinkler
into the fitting. Then use a Cenlral
Sprinkler Universal Wrench, to tighten
the unit into the fitting. A leak-tight
joint requires only 7 to t 4 ft.-lbs. of
torque; a tangential force of 14 to 28
lbs. delivered through a 6" handle will
deliver adequate torque. Torque
levels over 21 ft.-lbs. may distort the
orifice seal, resulting in leakage.
Step 5. To install the escutcheon
plate, align it with and press it over
the sprinkler body until the outer edge
of the escutcheon meets the mount-
ing surface.
Caution: Special care must be taken
when installing pendent sprinklers
with a CPVC syslem. Sprinklers
should be installed atter the
manufacturer's recommended setting
time tor the primer and cement to
ensure thal neither accumulate within
the sorinkler.
'Tellon is a tEdemark ot the OuPonl Corp.
Special care must be taken when
installing with a copper syslem.
Sprinklers should be installed only
after the inside of the sprinkler drop
and associated fittings have been
wire brushed to remove any flux.
Residual flux can cause corrosion
and in extreme cases can impair
proper sprinkler operation.
Main
Gare &
bn anGe
Sprinklers must be handled care-
fully. They must not be transported
or slored where ambient temperalure
may exceed 100"F/38"C. For best
results, store them in a dry, cool
location in the original shipping
package.
Do not install sprinklers that have
been dropped or visibly damaged.
Sprinklers musl never be painted,
coated, plated, or altered in any other
way from manulaclured condition or
they may not function properly. Any
sprinklers altered in such manner
must be reolaced.
The owner is responsible lor the
proper operating condilion of all fire
protection devices and accessories.
The NFPA Standard 13A entiiled,
"Care and Maintenance of Sprinkler
Systems", contains guidelines and
minimum maintenance reeuirements.
Furthermore, the local Authority
Having Jurisdiction may have addi-
tional regulations and requirements
lor maintenance, t€sting, and inspec-
tion that must be obeyed.
It is recommended thal sprinkler
syslems be inspected regularly by a
qualified inspeclion service. Length
of time between such insoections can
vary due to accessibility, ambient
almosphere, water supply, and site
activity.
Do not attempt to re-assemble or
otheruise reuse a sprinkler that has
operated. Replace any sprinkler
exhibiting corrosion or damage;
always use new sprinklers of the
same type and temperature rating as
reDlacements.
Because the discharge pattern is
critical to prolection of lite and
property, nothing should be hung or
attached to the sgrinkler unit that
nlnstallation
All Cenlral Model GB Recessed
Automatic Sprinklers musl be in-
stalled according to current NFPA 1g
Standards. Deviations from these
requirements and standards or any
alteration to the sprinkler itsell will
void any warranty made by Central
Sprinkler Company. In addition,
inslallation must also meet local
government provisions, codes, and
standards as applicable.
The system piping must be properly
sized to insure the minimum required
flow rate at the sprinkler. Check for
the proper model, style, orifice size,
and lemperature rating prior to
installation. Install sprinklers after the
piping is in place to avoid mechanical
damage; replace any damaged units.
Wet pipe systems must be pro-
tected from freezing. Refer to the
Central Bulletins on th€ Model A-1
Dry Pendent Sprinklers for use in dry
pipe sprinkler installations.
Upon completion of the installation,
the system must be tested per
recognized standards.
In the event of a thread leak.
remove the unit, apply new pipe joint
compound or tape, and reinstall.
lnstallation Sequence
Step 1. The unit must be installed in
the pendent position with the deflec-
tor not less than 3/4" nor more than
1 3/8" below the ceiling.
Step 2. The Jace ol the sprinkler
fitting should be installed a nominal
3/8" lo 1" behind the finished ceiling
would disrupt the pattern. Such
obstructions must be removed. In the
event that construction has altered
the original configuration, additional
sorinklers must be installed lo main-
tain the protection level.
Do not attempt to replace sprinklers
without lirst removing the fire protec-
tion system from service. Be certain
to secure permission trom all Authori-
ties Having Jurisdiction, and notify all
personnel who may be atlected
during system shutdown. A fire
watch during maintenance periods is
a recommended precaulion.
To remove the system from service
mode, first re{er to the system
operating guide and valve instruction.
Drain water and relieve pressure in
the pipes. Remove the existing unit
and install lhe replacement, using
only the special sprinkler wrench. Be
certain to match model, style, orifice,
and temperature rating.
A lire protection system that has
been shut off atter an activation
should be returned to service immedF
ately. lnspect the entire syslem for
damage and replace or repair as
necessary. sprinklers that did not
operate but were subjected lo corro-
sive elements of combustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authority Having Jurisdiction will
detail minimum replacement require-
ments and regulations.
Guarantee: Central Sorinkler
Company will repair and/or replace
any products found to be delective in
malerial or workmanship within a
period of one year lrom the date ot
shioment Please refer to the currenl
Price List for f urther details of the
warranty.
O1992 Central Sprinkler Company
Printed in U.S.A.
0rdeting
Information
Ordering Information: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, orifice size,
lemperature rating, type ol finish or
coating, and sprinkler wrench.
Availabllity and Service: Central
sprinklers, valves, accessories, and
other products are available through-
out the U.S. and Ganada, and
internationally, through a network of
Cenlral Sprinkler distribution centers.
You may write directly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Patents: Patents are pending.
Conversion Table:
1 inch = 25.400 mm
'l foot = 0.3048 M
1 pound = 0.4536 kg
1 loot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 bar
= 0.0703 kg/cm.
1 U.S. gallon = 3.785 dmo
= 3.785 liters
Conversions are approximate.
CENTRAL
-!_
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, PA 19446
Phone (215) 362-0700
FAX (215) 362-s38s GB,1
F;
Adj ustable Automatic Spr:inkler
Product
Description
The Optlma Rssldgnilal conoealed ls
the world'e first 20.x 20, conc€atgd
rssidenilalgprinkler. n ls UL Llsted
nd
_assthellc appEal ot e flil concealed
( ,llins ptare.
It ls deslgnod to comp€nsate for
v.aVlnO celling helghts by utillzlng a
drop down deiloclor and en
adJustable thread on eeaicheon.
Thls featufe is slgnlflaant b€cause lt
allows the colling to llucluate oveffl
ln height. The thln cover ptalo
prdeds only %r,' below lhe celllng tor
the maxlmum h unobstructed anf
aeslheilc appearance.
To prevent damage to the sprinkler
and |o allow the sprinklerto be
located in the c€lllng, a spectal
protecllve cap ls provided. This plesilo
cap has a oone shaped point thit oan
De pressed agahst lhe rvail board to
locEte lhe posltion ot the sprinkler and
ello$, tho hole to be q|t ccnec{ly.
Th€ Resid€nttat opllma concealed
Sprinkter emptoys Cemratb exdusVe
llnk adfualtng machanism. Tho
4--'ink!911s brass and the cover plateq lvallable in brass, chmmc ptaicd or
white painted.
led
oporallon: The centrat Residential
Optima Corcealed grtrkter abaobs
hsst lhrough the celilng cover plate
whlch ls soldered tothe qqudablo
r€flalngr rlng wlth a tusble a[oy. Al
the ratod tsmpofature, the atby
tuses, resulilng ln the ptete dropfig
away lrom the sprlnkter, At thts polnt,
th6 deflectordmps dorrn belowihe
co|||ng sudace, brirglng about ths
[nK8 expo$Ir€ to the ilie.s heat. The
heal fuses lhe llnl(s thermal etement
resulllng h a rsptd expulston ot both
the adl'/athg mechanlsrr1 as we]l as
lhe s€ellng oap. Water cen nou,llorv
h a pailem sn lnggrsd to meot thE
coverago requlrements.
n Technical
Modet: D
Styfe: Conoealad Gqusbble)
Wendr: OStma Concealed (patt#1074)
ffiF.lla'Vrr.rnmr(ELo)
K F8c{or: 4.2 @.6)
Thread Sizo: W (zznn)N.p.T.
Approvals: U.L.
Temperaturc Rstingl
Maximum Wor&ng pressure: lZS psl
Fadory Hydo Test lOOo/" at 500 psl
PHOTOA
20olo DENSIY
110 LINE SCREEN
Standad Ftnishes:
Sprinklen bress
Cover Plate: brass, chromo plated
and whne palnted
wlth cl,stom painted
llrrlhes available.
Lengilh: 2'lo2%"
(6,1 dD to 6,3 drr)
Cover Pfate gW p,5a',tdtamelel
Celling Opening: 2W p.ssan)
Wefght: 7.9 oz. (?u./-g'i,nsloorplote
asserbly wlth Cover ptate
Patented with addlrional peteots
pending.
\
llo. 2.7.G
Orifice
Adiustable
GonGealed
Residentia
Sprinklerouflloaci
Optima
Flgure 1
Concealed p€ndent
t
Resldentlal
I
(Non-Activated)
(',
(
Flgure Z
ma Restdenflal Conceated pendent
2
ug'a sass z9s srz U3'IXN I Udg 'IEUIN33 99: Z
(
ffiB:iln'
r,3slgn Requlrem €nrs-B3sldenil8t opilms Adf $rablo concealed
Coverage Area
(ft. x ft.)
slngle Head flllultlplo HeEdMrnlmum
Flow
bw)
Mlnlmum
Pressure
(D6,t)
Mlnlmum
Flo{,
@pn)
Mlnlmum
Ptes$rre' tui)
20 x 20 (4oo.q. lL)24 32.7 17 16.4
18 x 18 (sa4 sq. r 24 32.7 17 16.4
18 x 16 (250 cq. rrJ 1E 18.4 13 9.6
l4 x 14 (196rq.tr.)'t8 18.4 13 9.6
12 x 12 (t4. rq. ft.1 18 18.4 13 9.6
The Centret Model D odima
Resldential Concealed Sirinkler must
bo Installed In conformance wlthqirrer't NFPA 13, NFPA t3D and
NFPA 13R Standards. Dev'retions
fom these requlroments and stan.
dards, or any ateratlon to the sprln-
klor ass€rnbly ttselt will roiO any
wananty made by Centrat Sprinklar
Company. In addition, lnstallailon
must also meet local govemment
provislons, codes and stardards, as
appticablo.
fho. sy9lem plping must be prop
erly gized to ensurg the rnininilm'
reguired flow rate at thg sprinkter.
Ch-ack lor the proper modet. style,
orifbe stze anC lemperature raitng
prior to lrcrallsilon. Instal sprinkiore
aner the plplrE is in place to arold
mechanlcal damage; replace any
oamaggd unlts. Wet plpe Systems
rnusl be prolecled lrom lreezlng.
\ ,pon completion of the insta[ation.
the system must be tested per
Ceulioar nntmum ept@eis rs g,.
(as wlth all restclentlat sprlnklers) '
ceillng cover pratEs are availablo In a variety or metailic or pEhted flnishes. Forcustom parnted finrshes, the cugtomer mustiumtstr iqubr<ryrng p;r't, pi*er-abtv racquer'baoed, ro ensure proper ootor oupirciiron. on.-.i,rai i6;ifi'il''requlred for each 200 pletes.
Instaf lation reoo0nlz6d standards. In the eveni ot
a ftroad leak, remove th6 unlt, applynol plpe jolnt compounO ortape,'anct
rehstall.
lnstalhilon gequence
Step 1. ThE unit must be Insta[ed ln
the pendent posltlon.
8t9R 2. Theface ofthe epdnlder
littlng should be lnstalted a nominal
lV+'(tlll bshlnd the tintshed celting
lino. Adiustmeds, to compensate f6r
varhtions ln flttlng tace to celling
heighl may be mado by threadtng the
ooverp|ale retainer In and out of the
unlt's suppon cup.
S!ep.s. Use only a rrcn.hardentng
ppe.Jolnt compound. or Tethn. tape.
Apply only to lhe mate threads.
$ep l. Hand tighten the sprtnkter
into the fltting. Avoid maktrig contact
wlh lhe dofhctorwhon using tne
Central Sprinkler Optima ConcealeO
Wrenoh to ilghten the unlt lnto the
flttlng. The wrench ls deslgned to
mate wlh lhe body,s wrench bosses,
T.0on i. r r.d.mgk ol rh. DuFont Corp.
3
se'd cegs ege sIz u3-1>N I uds -lUtllN3a
OptlmaConcgtlsd Wrench
07
PHOTO B
2O7O OENSITY
110 LINESCBEEN
hslde lho thrcaded support cup. A
leak llghl jolnt requlres I onf 7 to 14
ft. lbs. of torquo. Toquo levets
grsaler than 21 tt. bs. may dlstod tho
odflce seal, resutting In teikags.
Stop 5. Alter lnlilal lnslailallon and
b€fore the cover plate ls tnstalled,
crlvsrtho sprlnklerwith tho speclal
plasllc protec{lve cap. Tho cap ls
epeolalty deslgned to not onty protect
the cPdnkler, but allo,.r the ciinng
hslallers to loaate the sprinkter by
presslng the celling board up agatnsr
il- The ond ot the.cap has a speclal ?o"t au "n,
ytted, -lnspectbn. Testinotip, ther€torg f eaving an impression ln and Malnteao,', ot waLr-asii Fii "
the cQiling hpa'rd lor the location of Protfrkm Systems,contains juidetines
the sPrinliloC. Care should be taken and.minlmum malntenane re{uiremenis.
1r only press the ceifing llghtly agalnst Funnormoro, lhe .kr,al Authodty HEving
,l,e''cap as excessive pressure wlll -'tlfqclynnly have addtlonEl rogula.
FH3:iii"i,,',l:':'r,lli:,ff "*l"hr.r#ffl;'trill"fi'1i$'ff ,'*'
functlon coneClly. ft is advieable to have spdnkler eysrems
step 6. ro insrar rhe ceirins cover liIfffifl::i5lgff,1Tfi'JiHt'"
plale' manually lhread th€ cover su€h inspections can vary iue to accessi-
relainer into the suppon cup. Con- bility, ambhd .tmosph€re, warer supply,
tinuo threadlng until the cover and she.divity.
tetalner's tlange rssts aoaing tho ..Do not attempl to reassemble or
surrace or rho celins. :[',TS: ffii#:1ffi:ii,illlin"o
caulon: spociar care musr f-fFn lp?,niff'fl,i:iH:X?rri*;,:::ff"rhen instarring with a cpVC sysrem. rimp"r"r"r" nilng as repracements.Sprinklers must be Installed afrer the Because rhe diictil;i;;;;
Tanulacturgrs recommended seillng critical b protecfion ot t-ite ana p.orrv.
.ime for the primer and cement to - nothinE should be hung or atta*ed to the
?nsur6 thal neilher accumulde withln aprinkler unit thar uould disrupt the
h6 sprinkler. pancrn. such. ob$ructlons must be
speciarcare musrberakenwtr€n iTlill;Ji,ll.#i"1HfiJ#,ili,."nstalllng with a copper system. . ilil;"i'"prr,ru"r..r,outd be insr![€d lolprinkters must be instalted onty etter ,"riilii iill'pr.r€dbn hvot.he inslde ot the sprinkrer drop ind -
o" nii "iirpt to ropr'ca Bprinrderstssotlaled littings heve bosn wire whhorn first reniovlrE iho ftre;;i;;;n)ru$ied to remove any flux. Resldual syaem fom rcwiocl S" c€niin 6 ;e;Lr"
lLt : 3n caus€ corrpsion and in Pelnls"ion from a[ authorities having
,xli .ine casss can lmpalr prooer lurisdbtlon, and notify atl personnet iho,prinkreroperation. ffl,.HHfflf;*l.if",:[;ly,H
mf Care & "iJ:ffiffif.Tf.lffiffJ,n,ui*
l" ' 7lt r_ t- r-- mode, first refer toihe system opcratingI I Malnrcnance ilfffil1;::insruai:n
orain*"reilH i..*. ti" orialng unh and Installthe
Spdnklets must be harrdled carefullr. rePlacement, ushg bnly the recom,
hey mu.st not be transporlcd or sorcd nended sprinklcr wrench. Be cenaln to'h-€ro€mbicnt temperaturc may excoed match model, etyle. orilioe. and temfpra.
00cF/3goc. For best results, iore lhem turc rating.
r a dry, crool bcation ln the orlginal
ripplng package
A fire prcleslion gystem that has b€en
shr.rt otf alter an aalvation should bc
repaired and retumed to se-Mce immedi.
at€V. Inspect thc enlire 6yst€m lor
damage and replace of t€pair !s neces. r.sary. Sprlnklers that dU not op€rars but (
were subleacd lo oonosivo elements ot
combugiion ot excesglve lempefalures
shoutd be inspeaed, and replacod if need
be. The Auhority HavinE Jurlsdiaion wltl
detall minimurn replacement requirements
and regulatbns,
Guaranlge: Cenlral Sprinkler Com-
pany wlll repair and/or replace any
products tound to be defcotive in matcrial
or wod<manshlp whhin a poriod ol one
year from tho datc of shipment. please
ref.r lo the cunent Prlcc List for lunh€r
dotalls of the wanEnty.
Ff Ordering
I+dlnformation
-Central Sprtnkter Company
45 1 N, Cannon Av.nu€, Lansdale, pA 19446
Phone (215) 3ElOToo
FAX (21s)362.s385
Ordcflng lnfotm!$on: Whan placing
an ord.r, indioae the lull prcduc{ name,
Please epeci,ty the quantlty, model, etyte,
orifioe alze , tomp.rduro ratlng, eprlniler
llnlsh, covor plate flnlsh, rnd sprinkler
wrench.
. For speclal painted cover plate finishes,
tho cuslomor must Bupply a qulck.drying
patnt, prelerably in a lccquer-base finish
to iosur. proper color duplbatbn, Whhour
such a gulde. Cemral Sprinkter Company
cannol bs rcsponsiblc for acccptable
color matching, All oustom palntlng ot ths
cov6r plale must b€ comdcted at the
laclory.
Avalleblllty and Sorvlcr: Centre!
spdnklers, valves, accegsorlee and otirer
ptoduc{s are avallable throughout thc
U.S. and Canada End intomarbnalV.
through a nelwo* ol Central Sprinkler
distrbution oenter6. You may write
diroclf to Cenrral Sprinkler Company, or
call 21$362.0700 for the dtstributor
n6ffo8t you.
bnvtrrbn Table:
1 lnch r !g.ttg6 661
1 fool .0,3O48 M
1 pound - 0.4536 kg
1 fgot pound - L36 Nm
t psi - 6.895 kpa
- 0.0689 bar
- 0.0703 kg/ornl
1 U.S. gallon.3.785 dmr
- 3.785 liters
@t ve$bns aru appnxim$e.
(
Do not Install sprlnklers that haw been
oppecl or vlsibly damaged. Sprhkhrs
ru$ nsver be painted, Coated. ptded or
fer€ct in any other way f|om manufao.
r6d c€ndition or they may not luncihn
'0p6rly, Any sprinklers ahered h such
anner must be replaceci.
The-.owner is responshle lor ihe propo(
)6fating condition ol all fire proreaf,i
rvices and acc€ssorica. The NFpA
(.
993 Centrat Sprinkler Conrnanv)rinled in U.S.A.
(
0.0
sltstr }Uilaooo,,
0otile fted Boctllow ftevenlion fusomblv
Weighlt & Dimenrionr (wAhuloff Volw))
hovides psitive driptight
dosure ogoimt lfie revene
flow of norpotoble liquids
coused by o cos conneclion.
0reckvohc ond $ut'off
volves (with test cods) ore
on infegrol porf oflhe moin
body. Shndord feotures
include:
. l{orronosive 300
series stoinle$t steol
body
. (on{lerk dozure
ossembly for lowect
flow lossssin induslry
. Builtin shuhffvolve
eliminotes leoks (3/4'?')
. Single bohoring ,,
seold stoinless steel
occes cwer for eosy
senicing (3/4'-2')
. Singh trcbolt grooved
style cwerforqui*ond
eosy oaes ond senicing .
Qt/z',6',\
o lemperofure roted h
ll0. f
. 175 PSI mted worting
pr0s5u10
. Built to USCFCICHR
rquiremenls
. Horizonhl or vertiol
inshllolim
TPPR||TIIS
Vodous oppronob ftom lho
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tor more Inlormotlon conloct your noorerl
Ames Representotive or Ames (ompcny Inc.:
r{|lsIum0N6aar5
Ames (ompny, ltx.
1485 Tonforon Avenue P.0. 8or 1387
l{oodlond, fu lilomro 95695
916.666.2493
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Reglonol Worehouses:
l8 Robsrt Cf., sr,m$mo, NJ 07876
201.584.7432
10930 Switrn Av€., Ddc, lX 7523E
214.340.nt2
7208 Industy Rd., Odmdq ft 32750
101.83t.4667
626 fllocont, ftkqo, lL 60137
708.469.3930
915 (nskYiew, So Antmio, D( 78219
5t2.333.91t I
614 tllion, $oflls, WA 981l9
m6.282.3t41
21718 5. Alomedo, Long Beoch,0 90810
2r3.5t3.il81
6?55 0exler SI, Donvff, (o 80037
303.286.8200
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Fluid
Volve Bod
Springs
'I'!E
fIt
CheckValve-go
Horiaontel or Vertical
Gfirnyd End
Swing Check Valves (250 psi)
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19446
E^I llll?,'01,,, n Technicar
The Model 90 Check Valves are
attractive, compact, lightweight,
swing-type units that allow water flow
in one direction and prevent flow in
the opposite direction. They are
manufactured with a cast iron body
and stainless steel clapper assembly.
A resilienl elastomer seal facing on
the spring-loaded clapper ensures a
leak-tight seal and non-sticking
operation. The units are designed to
minimize water hammer caused by
flow reversal.
The Valves are manufactured with
grooved ends and are easily installed
using Listed mechanical grooved
couplings. They may be installed in
either a horizontal llow or uoward
vertical flow position.
Applications: Model 90 Check
Valves are general purpose valves
intended for use in private f ire protec-
tion systems as follows:
1. ln connections from oublic water
supplies to automatic sprinkler or
standpipe systems.
2. In connections from fire depart-
ment pumper conneclions lo
automatic sprinkler or standpipe
syslems.
3. In lire pump discharge or bypass
prprng.
4. In conneclions from gravity,
suction, or pressure tanks to
automatic sprinkler syslems.
Model: 90
Style: Swing Check (groove x groove)
Sizcr 2A,3",4" and 6"
Approvals: U.L., U.L.C., F.M., M.E.A.
(Cal. No.284-75-SA)
Max. Working Pressure: 250 psi
Factory Hydro Test: 100% at 500 psi
Standard Finish: Blue Enamel
Groove Specifications: Standard cut
grooves per AWWA C-606
Take-out Dimension: 21/2" - 8" |.o.
3" - 8" t.o.
4" - 9" 1.o.
6" - 10%" t.o.
ShippingWeight: 2'/2" - 8lbs.
3" - 9rbs
4" - 16 lbs.
6" - 34 lbs.
No. 14.2.0
a
'i4'
Fasteflor SoalPressure Loss Curves Itcr Bolt witr wilh
Hlng€ Ph with
R€tllning Bing
6'2112" 3'
320q
Era
J
.E
u-
Boss A
OutLl -lnlot
Locknut.
Floxbc
Rotainhg
Ring
2m 300 500 2m0 3000
Flow Rate (S.p.m.)
Note: The friction loss, expressed as
equivalent length ot schedule 40 pipe with
C=120, is as follows: ZVz" = I ft.3' = 14ft.
4" =21 ft.6' = 19ft.
' May be utilized for ball drip or metet bypass connection.
, May be utilized for gauge or meter bypass connection.
3 May be utilized for main dtain connection lor "riser checl( applications.
Eoet B Retainihg
Dimensional Data - Model 90 Check Valves (groove x groove)
Valve
Slze
Valve Dlmenslons Boss Locallons Max. Tap 5126 (optlonal)
x (t.o.)Y z A B c Boes Ar Boss Bz Bo6s Cp Boss O
2Y2'
64 mm
8"
203 mm
2%c'
62 mm
s%',
75 mm
'le(e"
40 mm
4/t
70mm
4s/r'
110 mm
5/a'
16 mm
-/e
16 mm
11/|
32 mm
'/2
13 mm
76 mm
8"
203 mm
21/i
90 mm
31Ac'
87 mm
15/a'
4l mm
23/a'
60 mm
43/n'
106 mm
5/an
16 mm
5/s"
16 mm 32 mm
th'
13 mm
102 mm
9"
229 mm
33/a'
86 mm
3t3Ae'
97 mm
13A',
44 mm
25/s'
67 mm
StAe'
129 mm
3/i'
19 mm
-/1
19 mm
2'
51 mm
%'
13 mm
6'
152 mm
10'/z'
267 mm
45/p'
109 mm
5'
127 mm
11/i
44 mm
23/a'
67 mm
55Ac'
135 mm
3/i
19 mm
3/i
19 mm
2'
51 mm
h:
13 mm
a
ValveParts List - Model 90 Check
Design
Data
Model 90 Check Valves must be
installed in a horizontal or vertical
position in accordance with the
Listing.
Check Valves are required in
automatic sprinkler systems in
accordance with NFPA 13 Standards
as follows:
1 . In each fire department connection
as near as practicable to the point
where the FDC joins the sprinkler
syslem.
2. When a sprinkler system has more
than one water supply, a Check
Valve musl be install€d in each
supply connection to prevent tlow
to one connection from exiting via
the other connection. A Check
Valve must be installed in each
water supply connection, if there is
a FDC on the syslem. An Alarm
Check Valve is considered to be a
Check Valve.
3. ln the "antif reeze loop" ol an
antifreeze system, it the sprinklers
in the antif reeze oortion of the
system are al a higher elevation
than the water-antif reeze solution
interface. The Check Valve must
have a 3Az" hole drilled through the
clapper to allow for thermal expansion
of the antif reeze solution.
Check Valves are required in
centrifugal fire pump systems in
accordance with NFPA 20 Standards as
follows:
1. In the fire pump bypass piping.
2. ln the pressure maintenance (jockey
or make-up) pump discharge piping.
3. In the fire pump discharge piping.
Check Valves are required in private
water tank supply systems in accordance
with NFPA 22 Standards as Jollows:
1. In the discharge pipe from a gravity,
suction or pressure tank.
2. In the lill line to a gravity, suction or
pressure tank, if the discharge pipe is
utilized for filling the tank.
Check Valves are required in private
fire service mains in accordance with
NFPA 24 Standards as follows:
1. In each lire department connection.
2. In each water supply source
connection, when there is more than
one source.
Check Valves are required in standpipe
and hose systems in accordance with
NFPA 14 Standards as follows:
1. In each fire deoartment connection.
2. In each water supply conneclion.
Description Material
No.
Req'd.
Part Numbers
2'lz'3'4"6"
Valve Body Casl lron I 8025-16-00 803-07-000 804-28-000 806-21-000
Clapper Stainless Steel 1 8025-18-00 803-09-000 804-29-000 806-16-000
Seal Facing Buna N 1 8025-03-00 803-03-000 804-18-000 806-17-000
Seat Ring Slainless Steel 1 8025-08-00 803-05-000 804-21-000 806-18-000
Hinge Pin Stainless Steel 1 804-32-000 804-32-000 804-32-000 806-031-00
Bracket Stainless Steel 1 804-33-000 804-33',-000 804-33-000 806-25-000
Plug (14" NPT)Cast lron '|8010-12-00 8010-12-00 8010-12-00 8010- t 2-00
Spring Stainless Steel 1 8025-021-0 804-23-000 804-23-000 806-032-00
Retaining Ring Stainless Steel 1 806-26-000 806-26-000 806-26-000 300-22-000
'L" Hex Bolt Steel 2 600-80-000 600-80-000 600-80-000 600-80-000
Fastener Seal Nitrate & Steel 2 198-016-02 '| 98-01 6-02 198-016-02 198-016-02
Retaining Ring Stainless Steel 1 8025-04-00 803-04-000 804-04-000 816-06-000
Retention Bolt Slainless Steel '|8025-05-00 8025-05-00 804-20-000 806-05-000
Seal Ring Neoprene 1 8025-06-00 8025-06-00 804-24-000 804-06-000
Flexloc Nut Stainless Steel '|8027-O7-OO 8025-07-00 804-07-000 804-07-000
flt't'"llation
The Model 90 Check Valve is
Listed for installation in either the
horizontal or vertical position.
When installed in a horizontal
position, the two %" hex bolts
must be on the top side of the
valve.
For vertical installation, the
valve musl be installed so that its
outlet is above its inlet (i.e., flow
direction upward).
The arrow, cast onto the body
of the valve, must point in the
direction of the flow.
The Check Valve is designed to
be installed using approved
mechanical grooved couplings.
Gare &
Maintenance
The Check Valve requires no
regular maintenance, however, it
should periodically be removed
and inspected by a qualified
inspection service.
The owner is responsible lor the
proper operating condilion of all
f ire protection devices and acces-
sories. The NFPA Standard 25
entitled, " lnspection, Testing and
Maintenance of Water-Based Fire
P rote ct i o n Syslerns" contains
guidelines and minimum mainte-
nance requirements. Further-
more, the Authority Having
Jurisdiction may have additional
regulations and requirements for
maintenance, lesting and inspec-
tion thal must be obeyed.
Warning:
Any system maintenance or
inspection that involves placing a
control valve "out-otservice" will
eliminate the tire protection
normally provided by the fire
protection system. Prior to
proceeding, be cenain to secure
permission from all Authorities
Having Jurisdiction and notity all
personnel who may be atfected
during.system shutdown. A fire
\ atoh during lnaintenance periods is
a recommended precaution.
Dlsassembly:
1. Close the main water supply
control valve and drain the system,
relieving all pressure from the
check valve.
2. Remove the mechanical grooved
couplings from each end of the
check valve and remove il trom
the piping system.
3. Remove the two V4" hex bolts
trom the body of the check valve,
thereby releasing the clapper
assembly bracket. Remove the
clapper assembly through the
"outlef end of the valve. Cau-
tlon: Be caretul not to nlck the
geat ring's s€aling surface.
4. To replace the clapper seal facing,
remove the retention bolt in the
center of the clapper assembly,
thereby releasing the r€taining
ring. The seal facing may now be
removed.
Reassembly:
1. To reassemble lhe clapper
assembly, wipe off the face of the
clapper, place the new seal facing
on the retaining ring, place the
seal tacing and ring against the
clapper, aligning the cenler holes.
Insert the relention bolt through
the clapper, seal facing and
retaining ring and secure in place
with the flexloc lock nut.
O 1994 Central Sprinklgr Company
Printed in U.S.A.
Inspect and clean the check valve
seat ring.
Insert the clapper assembly into
the check valve through the
"outlet' end of the valve.
Align the two holes in the clapper
assembly bracket with the two
holes in the body of the check
valve. Insert the two 1/4" hex
bolts with fastener seals through
the body, engage the bracket and
tighten.
lnsert lhe check valve back into
the piping system. Verify that the
flow arrow is pointing in the proper
direction to assure proper opera-
lion of the valve. Reinstall the
mechanical grooved couplings.
Place the syslem back in service
and secure all water supply control
valves in their open position.
When the system is back in
service, notify all Authorities Having
Jurisdiction and the personnel who
were affected during system shut-
down.
Guarantee: Central Sprinkler
Company will repair and/or replace
any products found to be defective in
material or workmanship within a
period of one year from the date of
shipment. Please refer lo the currenl
Price List for further details of the
warranty.
EENTRAL
.-F
Central Sprinkler Company
451 North Cannon Avenue, Lansdale, PA 19446
Phone: 215-362-0700
FAX: 215-362-5385
0rdering
Inlormation
Orderlng Informatlon: When
placing an order, indicate the full
product name. Please specify the
quantity, model, style, and size, il
gauge, bypass or drain connections
are desired. Swing Check Valves do
not include mechanical groove
couplings. They must be ordered
separately.
Avallability and Servlce: Central
sprinklers, valves, accessories, and
other products are available lhrough-
out the U.S. and Canada, and
internationally, through a network of
Central Sprinkler distribution centers.
You may write diroctly to Central
Sprinkler Company, or call (215) 362-
0700 for the distributor nearest you.
Patents: Patents are pending.
a
2.
3.
a
HI
4.
E
Conversion Table:
inch = 25.400 mm
toot = 0.3048 M
pound = 0.4536 kg
foot pound = 1.36 Nm
psi = 6.895 kpa
= 0.0689 bar. = 0.0703 kg/cmz
1 U.S. gallon = 3.785 dm.
= 3.785 liters
Conversions are approximate.
^-.
-
-,
90,2
.@ MISCELL
a
AN EOUS
FIRE PROTECTION \I\LVES
HOSE VALVEGAUGE TEST VALVE
Permits an inspector to check the
accuracy or replace a gauge without
shutting down the whole line.
Screwed Bonnet
200 lbs. WSP
400 lbs. WOG
Screwed Ends
Sizes 1 /8" and 1 14"
76
Used in the sprinkler industry to relieve pipe of
excess water and lo prevent freezing.
Sizes: I /2" and 3/4"
Shipping Weighrs:
1/2" .0.43 rbs.
3/4" .0.56 lbs.
Quantitv Per Ctn.: 12
Valve unseats only by force of gravity causing
ball lo lall otf seat. Use only in horizontal posi-
tion. Do not use with more than one ft. of head
(water pressure) on ball check.
Ruggedly constructed for fre proteclion service,
this Chicago Pattern Hose Valve is @
listed. lt is equipped with a 24S rubber disc for
tight shut off under cold water condilions,
Shipping weight 3.3 lbs,
PART NO, THR EADS
No.30 lx11/2NH
No.30 HVS Ix11/2NPSH
300 lbs. WOG
1 000/6 Hydrostaiic Tested
Heavy Handwheel
Replac€able Rubber Disc for
Watsr Ssrvice
Screwed Ends
Rising St€m
ScrewBd Bonnet
1" Mals Pips Thread Inlst x 1 1/2"
Male Hoss Thread Outlet
(Specrfy Hose Thread il other than lhose above)
Body Matsrial: Eronze Conforming to ASTM 1 45-5A 3 0
Approved by the New York Cily Board of Standards
and Appsals Under Calendar No. 1079-81-SA.
Quantily Per Ctn.: 2
BALL DRIP VALVE
235
37
&AN )
GL E VALVES,trIP
1265
1267
t26SB with Bfonze Handwhs€l
126T8 with Brome Handwho€l
t25SB with Bronze Handwhoel
125T8 with Bronz€ Handwheel
These valves ar€ dosignsd for general s€rvico where tight shut otf and fr€qusnt use ar€
desired. Thoy ars especially recommended for us€ with sleam, air, oil, watar and gas
s€rvice, where non-m€tallic discs ar€ suited.
A slflivel disc holder p€rmlts disc to woar evenly and provide a tight seal und€r full
load conditions. They are conslructed so that they can be repacked wllh th€ valve
in th6 fully opened position, whilo under full pressure. These valves leatur€ easily replac€abl€
non-metallic discs, non-asbestos packing, and heavy duty rugg€d construction. A choice
of discs is availablo to make these valves suilable for most applications.
125S & 1265
@ Listed lor lire
sprinkler service. 2"
size only. Approved by
the New York City Board
ol Standards and Appeals
under Calendar No. 1079.81-SA..
Equipped with No. 125SD Rubbel
Oisc and rated lor 200 WOG
service (No Steam),
R€comm€nded for lire sprinkler
servrce.
Also Available with
T Handle- 126STH
125T & 1267
Equipped with No. 125TO
Teflon' disc lor general service
including steam
125 lbr. wSP
20o lbs. wOG
100% Pre!3ure Terlod
Scrcwcd Ende
Rlrlng Stcm
Srvlvcl Ol|c Hold.r
Vontlletcd Alumlnum Alloy
H.nd Whrcl
Avllhblo wlth Plrstlc Hand Wheel
Through 1"
Body Mstcrleh Bronu. Conto,mlng
to ASTI' B'r 45-54
125S
1257
I
No.
r25S
t25T
A 1 U4'127tU'2 7t?!i2l 2 15132'2 31132'3 9/18'4 1116',4l
B g4'l 2 1t32d 2 3t8'2 g4'3 2E32"
c
(Clo6edl 3 1n6',3 1/8'3 1/4',3 112',4 E4'5 11i2',
Shlp
Wl. flbs.l .44 .56 .80 1.00 1.81 2.57 3.69
No.
126t1
1267
A 27t32'15n6'1 3132'7t32'16t32'1 314',t
B 1 3t4"1 3t4'2 1t32"2 ga'2 3t4'323/3,2'
c
(Closod)2 U4"3'g 114'3 5r8'4 ln'5 1t4'6 1t2'
Shlp
Wt. flbs.l .44 .58 .69 .94 1 .74 2.5 3.24
Quan.
Unli
Pack 12 't2 12 6 6 4 2
Ouan.
Per
ca30 60 80 7'i2 80 38 24 12 12
For R€placeable Disc See Pag6 52
Introduction Table of Contents
Copper, with its unique combination of economy and versatility,
has proven itself repeatedly in piping systems. With established
solid performance, these same qualities which have made it the
material of choice in olher applications prove its ability for use in
lire sprinkler systems. Copper has long-established advanlages
over sleel and plastics.
Copper is lightweight and compact, which easeir fabrication and
installation and saves on lhe space needed to install tube in con-
fined areas. Copper systems can be economically fabricated by
soldering or brazing using conventional equipment or electric re-
sistance tools. Joining is done with standard fittings or mechanical
tee-pulling devices. Bending and forming of the tube is easy due
lo copper's ductility. Modification and repair is simplified. In occu-
pied spaces the installation is clean and copper can be easily lit
into tight spaces and around fixtures. The corrosion resistance of
copper, both external and internal, helps to maintain a neat ap-
pearance and provides superior flow characleristics.
In terms of installed costs and material integrity, copper pro-
vides a low maintenance pro,iect with excellent economy. The re-
sult is beneficial to everyone lrom the contraclor to the building
owner.
I ntroduction ............................. 2
NFPA Standards
and Model Codes ...............3
Copper's Benefits ................... 4
r Ease of Handling... ..........4. Hangers, Supports
and Filtings ....................4r Joining Techniques.........5. Dealing with
Space Limitations .......... 5
Pedormance ........................... 6
Technical Data.............. ..........7r Tube Characteristics....... 7r Friction Loss Tables .......8r Friction Losses:
Fittings and Valves ......10r Tube Bending Guide.....10r Hanger Spacing ............10r Hanger Sizing ...............10r Soldering and Brazing ..11r Material Specifications.. 1 '1
Figure 1. Gopper fire sprinkler system in a
commercial buildlng being in-
stalled with electric resistance
heating.
Figure 2. Copper is very effectlve in residen'
tial applications, such as this multi-
family unit.
NFPA Standard and Model Code Acceptance
Copper is an effective mate-
rial for sprinkler systems in a
large variety of construction -especially in residential, light
hazard, and certain ordinary
hazard occupancies. lt is
NFPAtlt approved for all types
ol Light Hazard Classification
with no restrictions imposed.
Copper systems have been in
reliable service lor decades,
due to superior performance
and economy.
NFPA 13, Standard for the
lnstallation of Sprinkler Sys-
tems, Light Hazard Occupan-
cies (Section 1-7.2) includes the
following types of occupancies:! Aparlmenlsr Churchesr Clubs/Restaurantsr Dormitoriesr Dwellings
r Hospitalsr Hotels & Motelsr Inslitutionsr Nursing Homesr Office Buildingsr Public Buildingsr Rooming Housesr Schoolsr Townhouses
1963 The National Fire Pro-
tection Association (NFPA)
includes hanger spacings for
copper conductors in NFPA 13
(Section 3-15.1 .1 1).
1968 NFPA approves Type L
copper tube as a conductor
(Section 3-1.1.4), revises the
hanger spacings, approves
torch brazing, and recognizes
copper's excellent corrosion
resistance.
1959 Copper Development
Association begins a full-scale
fire-test program aimed at find-
ing the most functional and
cost-effective system.
1974 NFPA 13 (Sections 3-
1.1.1 & 3-1.1.4) includes use of
Types K and M copper as suit-
able conductors and the use of
type 95-5 tin-anlimony solder
lor joining copper tube and
fittings (Section 3-1.1.1 ).
1976 Composite copper-
steel systems are accepted
where steel risers supply cop-
per branch lines in high-rise
buildings.
1980 NFPA 13D is oublished
for one- and two-family dwell-
ings, and approves the use of
copper.
1989 NFPA 13R for residen-
tial occupancies up lo lour sto-
ries, is published approving the
use of copper.
I'r National Fire Prot€ction Assoclation, Eattsrymarch Park, Ouincy, MA 02269
NBC - National Building Code: Building
Officials and Code Administrators
Inlernational, 4051 Wsst Flossmore
Road, Country Club Hills, lL @477
SBC - Slandard Building Code: Southern Building
Congress Intemational, Inc., 900 Montclair
Road, Birmingham, AL 35213
UBC - Uniform Building Code: Inl€rnalional Conler€ncs ol Building Otticals,5360 South Workman Mill Road, Whittier, CA 90601
Figure 3. NBC, SBC, and UBC recommend standards that are the bases for state and local code re.
quirements. Regulated by strict codes for safety and durability, copper ls rcadily accepted
in the fire sprinkler industry. Building code officals rccognize coppe/s tinre proven qtnlities.
Copper's Benefits
Ease of Handling
Copper's combination of
rigidity with light weight makes
both shipping and storing
easier for the conlractor. Cop-
per tube is easier to handle. lt
does not have the fragility of
plaslic nor the weight of steel.
In on-site slorage, copper tube,
unlike plastic alternatives, is
unaffected by exposure to sun-
light. Copper will not support
combustion or produce toxic
gases.
Comparisons to steel in wall
thickness and weight show
another advantage ol copper.
Smaller pipe sizes can be
used, which means greater
fbs*z 4 6 8
'Weight is based on pounds psr lingar foot for 2"
diameter tube and/or pipe, including water,
economy and less overall
weight for shipping, storing,
handling and installing.
Due lo copper's installation
flexibility, the choice of field or
shop fabrication allows for free-
dom in engindering design.
Copper is ductile; it can be
bent wilhout producing kinks in
the lube or causing it to col-
lapse. Bending in the field can
be done cold using hand tools,
and shop bending may utilize
either hand or power bending
machines. Fabrication ol cop-
per is possible in a very small
work area. Heavy pipe thread-
ing machines are replaced with
portable, easy-to-use hand
tools, so job site cleanliness
is facilitated.
Hangers, Supports
and Fittings
Copper systems require
fewer hangers and supports
than do plastic piping syslems
because of the rigidity of cop-
per. In general, at least one
hanger is required for each
horizontal lube length installed.
For hanger spacing detail, see
Table 5, page 10.
Tube straps, U-hooks, or
perforated straps are all ac-
ceptable hangers where struc-
tural conditions permit. Flat iron
(steel band) hangers, ring
hangers, and clevis hangers
may also be employed and are
made to copper tube sizes.
Slandard pipe size (SPS) steel
band and ring hangers can
also be used. Special plating or
painting of ferrous hangers is
not required when used wilh
copper tube since the potential
lor galvanic corrosion of lhe
hangers is slight, except in wet
or corrosive atmospheres, lor
example, where special coated
sprinklers are required.
Pressure fitlings are avail-
able in all standard tube sizes
and in a wide variety of pat-
terns. Typically, wilh copper
systems the fittings are smaller
than with steelor plastics.
Type M Coppero
Flgure 4. Comparative wall thlcknesses and welghls of
coppor tube vs. steel plpe.
Sch.40 Steel
Flgure 5. Typical fittings used in copper fire sprinkter instatlailons.
4
-
Joi4ing Techniques
Copper tube and fittings are
loined melallurgically by solder-
ing or brazing and are leak-lree
due to the positive melallic-
bonded joints. Soldering and
brazing are fasl and efficient
methods of joining with stand-
ard torches and a variety of
gases, facilitating high produc-
tivity on the job site.
There are also electric resist-
ance soldering and brazing hand
tools which employ heating elec-
trodes for joining tube and fit-
tings (fig. 6). The tools are light-
weight and should be considered
when an open flame is a concern.
Another advancement in join-
ing technology is a hand tool
designed to enable the quick
pulling ol tee connections and
oullets, lhus reducing the num-
ber of tee fittings and brazed
joints (Fig. 7). This state-ot-the-
art forming method shortens the
time needed to attach tee joints,
and branches can be formed 4
to 5 times faster. Savings of
10% to 25hot on-sile costs
have been documented.
A new mechanicaljoining sys-
tem for copper tObe offers a
practical alternative to soldering
and brazing large diameter tube.
Grooved-end piping has been
familar to pipe fitters and sprink-
ler system contractors for many
years. Since 1925, this method
of joining pipe has been used
reliably on steel and iron pipe in
HVAC, fire protection, process
piping and related applications.
Now this melhod of mechanical
joining is avaibble in a syslem
for copper tube in sizes lrom 2'lz
through 6 inches (Fig.8). Includ-
ed are copper couplings, 45 and
90 degree elbows, straight tees
and grooved flange adapters.
Finally, a copper system can
be tested without delay immedi-
ately atter it has been com-
pleted. lf a leak does occur, the
system can be either drained or
quick-frozen in the area of the
joint and promptly repaired.
Dealing wlth Space
Limitatlons
Buildings with Light Hazard
Occupancies are often designed
with severe mechanical space
limitations. Coppe/s excellent
properties not only allow smaller
pipes to be used, but also allow
the tube to be bent to bypass
obstructions if necessary. Con-
nections are clean and easy and
can be made in very tight
spaces. This becomes a signifi-
cant advantage in retrolit instal-
lations. Frequently, details of the
actual @nstruction site may not
exactly match the drawings. Last
minute design changes may be
needed. ll copper is used, job
changes are rarely a problem
because the system can be ad-
justed in the field to accommo-
date variations lrom the plans.
Only changes that are within the
limitations ot your hydraulic cab
culations should be made.
Figure 8. Mechanical grooved-
end loinlng system
for copper plping.
Figure 6. Electrlc resistrance hand tools are sultable
for solderlng or brazing copper tube.
Flgure 7. Hand-held tool for pulllng outlets to
quickly form tee connections.
Performance
The assured performance
offered by copper lire spdnHer
systems is important to every-
one involved - the architect,
engineer, building owner, con-
traclor, insurer, and fire service
personnel.
Copper tubing exhibits excel-
lent resistance to damage from
internal and external corrosion.
It does not develop inlernal
surface roughness or experi-
ence a gradual narrowing of
the passage caused by internal
corrosion. The potential lor
plugging of sprinkler head ori-
fices and small diameter
branch lines is significantly
reduced with copper tube since
the normal lhin, protective cor-
rosion film in the tube bore
does not flake otf. This also
reduces the need for periodic
mainlenance f lushing opera-
tions. Copper is also highly
resistant to external sources of
corrosion, including exposure
to moisture, most chemical
fumes, process vapors and
similar atmospheres.
The superior flow capacity of
copper permits reduced cross-
and feed main-sizing in many
hydraulically calculated sys-
tems. In pipe schedule systems
this advantage is reflected in
the increased number of sprin-
klers permitted by applicable
standards for copper lines of
two-inch and larger. Further-
more, NFPA recognizes the
use of 3/n inch copper tube in
sprinkler applications while the
minium size requirement for
steel pipe is one inch.
PIpe Material Flow Capaclty
Normal Pipe Size - CTS
Copper is an inherently safe
material. lt will nol burn or sup-
port combustion, nor does it
decompose to loxic gases.
Also, it will not carry fire
through floors, walls and ceil-
ings. A copper system main-
tains its integrity and ability to
carry water where planned
when exposed in a fire situa-
tion. copper tube witl not dete-
riorate with age or become
embrittled and fail, but remains
effective for the life of the in-
stallation. Should any part of
the system be damaged, it can
be repaired quickly and easily,
often by soldering or brazing in
a new piece. Tees for new
sprinkler drops can also be
mechanically formed in place
using hand tools.
80
70
80
70
605o
50 8.Ia3otr
^^=.tv 0-o
-l-;60o
8s0
lo
tr
[30o
2020
10
lCopper - Polybutylene lSch.40 Steel
Figure 9. Comparlson ol Flow Capacities in 3 common types ol pipe.
o
10
a
Technical Data
Contents
1. Physical Characteristics of
Copper Tube
2. Friction Loss Tables
3. Friclion Losses: Fittings
and Valves
4. Tube Bending Guide
5. Hanger Spacing
6. Hanger Sizing
7. Soldering and Brazing
8. Material Specifications
1. Physlcal Characteristics
of Gopper Tube
For use in lire protection
systems, three.types of seam-
less drawn copper tube (Type
K, L and M) are currently ac-
cepted by NFPA 13, 13D and
13R (Section 3-1.1.4,3-3 and
1-5, respectively). For allthree
lypes, the outside diameter is
equal to the nominal diameter
plust/e inch. However, wall
thicknesses (and thus inside
diameters) vary. Type M cop-
per tubing has the thinnest wall
and is also the least costly.
Type L is the second thinnest.
Type K tube has the thickest
wall, the smallest inside diam-
eler, the greatest cost, and is
nol widely used. Types L and K
are used where bending is re-
quired. All copper tube is avail-
able in drawn (hard) temper in
straight lengths (ordinarily 20
feel long). Types K and L are
also available in annealed
(soft) temper, supplied in either
2O-foot straight lengths or in
1O0-fool coils for sizes up to 1
inch and 45{oot coils for sizes
up to 2 inches.
Wrought and cast copper
and copper alloy solder joint
pressure fittings are accepted
by NFPA 13, 13D and 13R.
These are available in a wide
choice of configurations for use
with each type of copper tube.
Table 1. Physlcal characterlstlcs ol tube, types L and M
2. Friction Loss Tables
Table 2' Friction loss (psiper linear foot) for types L and M copper tube w1h ,,C tactor,,= 150,
Velocity:! o-r o feet per second It t-zo feet per second
.o0r .@r
.003.0(x1
.005 .00.r
.008 .006
,0fi.009
.0r,r.0t2
.018.015
.oz2 .01t
.027 .023
.032 .02E
.038 .09,
.044.038
.05r.043
.058.049
,065 .055
.073.062
.081 ,069
.089 .078
,098.084
.t07 .092
.fi7 .,r00
.127 .1oE
.137.117
.148 ,126
.r59 .130
.r7r.r40
.r83 ,r5E
.195.r66
.208 .177
.23a .N
.00r.0ol
.00r.001
.002 .002
.00s .00e
.0(x .003
.005 .00a
.006 .(xrs
.007 .008
.009 .oot
.or0 .000
.012.010
.0ra .0t2
.016.0r4
.0r8.0r5
.020.0r7
.02e.01s
.024 .@1
.027 .OA
.029 .025
.032 .028
.0tt5.030
.037 .033
.040.035
.(,.(| .038
.047 .040
.050.0,a3
.053.048
.057.0,r9
.06,t .055
.071 .0&l
.070 .o€9
.@6 .076
.096.084
.r05 .092
.1 r 5 .100
.r25 .r0E
.135 .t t7
.1aa .127
.r57.r3C
.1E8.146
.rE0.156
.r92.r67
.2U .1f7
.q'| .001
.(xI .00t
.00t .001
.002 .002
.002 .002
.qtg .00?
.003 .003
.00l..oo3
.004 .004
.005.ooa
.006 .(X)5
.006.006
.007 .006
.oo3 ,007
.0og .008
.or0 .009
.0 .0r0
.0t | .0r0
.0t2.01r
.0r3.0r2
.015.013
.0r6 .01a
.0!7.0t5
.01E ,Ot6
.0t0.0t7
.020.0r8
.023 .021
.026 .023
.0i18.026
.03r.029
.035.031
.038 .03,1
.0ar .037
.0,t5 .0,r1
.048.044
.052,047
.05t.o51
.060 .055
.06.1 .058
.069 .062
.073.066
.001..001
.00t.001
.oor.oot
.001 .001
.00r.001
.002 .001
.00?.002
.002 .qt:l
.002 .002
.003 .oo3
.003 .00s
.003 .00a
.o4 .003
.00,1 .00,4.
.005 .00ia
.005 .005
.005.(xr6
.006 .oo5
.006.008
.007 .oog
.(x'7 .m7
.008 .007
.008 .oo8
.008 .008
.0r0 .009
.ofi.or0
.oi2 .61,1
.014.013
.0r5.014
.0r6 .015
.010.0t7
.019.Ot8
.02r.0t9
.022 .@1
.o21 .@
.026 .024
.q28 .026
.030 .028
.031 .029
.00r.001
.00r.001
.@r .001
.001 .001
.00r.001
.00t .00r
,00r.001
.00r.001
.00r.00r
.001 .001
.001 .00t
.002 .002
.002 ,002
.002 .002
,oo2 .o@.
.002 .002
.oo2 .002
.008 .002
.009 .003
.003 .003
.0(X.003
.00.1 .004
.oo4 .ooa
.005.00{
.005.005
.005 .005
.006 .oo5
.@6 .006
.007 .006
.qt7 .0007
.(xr8 .007
.008.00E
.29t .248
,uzt .271
.353 .302
.387 .530
.122 .360
,458.391
.195 .423
.534 .456
.574 -490
.6t6.525
.659 .562
.703 .800
.718 .638
-217.r88
.230 .200
.213.2t2
.257 .221
.271 ,2#
.288 .2,8
.301 .251
.316.275
.3!t2 .288
.u8 .302
.361 .316
.380 .330
.397 .315
.1t5.360
.132 .375
.150 .391
.168 .407
.187 .123
.506 .440
.525 .456
.515 .173
.s65 .191
.585 .508
.605 .526
.009.ooE
.009 .oo9
,0r0.009
.0t0.0t0
,0tt.010
.0t | .01t
.ot2 .011
.013.0r2
.0r3 .0 ta
.0r4.013
.0r5.014
.0r5.01a
.0r6.0r5
.0r7.0r6
.017.0r6
.018.0t7
.0rs.0t0
.019.0t8
.020 ,0t9
.o2t .020
.o22 .021
.023.02r
.o23.022.
.02,a.023
.u25 .021
.026 .024
.027 .025
.028 .02A
.o2g .o27
.029 .@8
.030 .oag
.031 .O:19
.032 .(xlo
.033.031
.034 .032
.@5 .033
.o!t6.03a
.037.035
.038 .036
.039 .037
.040.038
.04r.039
.042.0,a0
.O,lil . l
.o,t t .0,a2
.078 .070
.083.075.
.0E7 .079
.092.08,1
.097 .088
.103 .083
.10E .098
.r13.t03
.fi9 .108
.r25 .r r3
.t3t .t t6
.137 .124
.ti€.r29
.033 .G31
.035.033
.037.045
.040 .qt7
.(X2 .039
.0,r4.041
.048 .0,43
.019 .0/05
.o5r .(x8
.ota.050
.056 .052
.059.055
.06r.057
.064.059
.067.062
.069 .06tt
,072 .067
.075 .070
.078.073
.081 .075
.084 .078
.087.oEr
.090 .08.a
.093 .087
.096.090
.r00.091t
.003 .(xxt
.003.00s
.003 .0c]
.001 .001,
.O(x.oozr
.004 .004
.o(x .004
.0(X .00,a
.005 .0(X
.005 .005
.005 .005
.005.005
.q,6 .005
.006 .005
.000.006
.006 .006
.007 .006
.007.00€
.007 .@7
.007 .007
.qt8 .007
.008 .007
.oo8 .00E
.008.00E
.009 .m0
.d,9 .00e
.009.000
.0r0.009
.010 .000
.0t0.010
.011 .0t0
.01r .010
.0tl .0ll
.0t2 .0r I
.0r2 .0r I
.0r2.012
.0r3.012
.013.0t2
.013 .013
.01,4.013
.0r4.0t3
.01'l .01a
.0.|5.01,r
.015 .01,a
.0t5 .or5
.001 .0ol
.001 .001
.00t.00t
.002.001
.dt2 .00 r
.0@ .002
.002.002
.002. 002
.002..002
.002 .002
.q,2 .(X)2
.002.002
.002 .002
.002.002
.003. 002
.003 .@2
.003,oo3
.003 .@3
.003 .003
.q}3 .003
.@3 .003
.00!].003
.@3 .003
.004.003
.004.003
.004 .00,r
.004 ,004
.ooa .@4
.00a,(x),a
.0(X.004
.q,4 .004
.(X)5 .004
.005 .00.0
.005.005
.005.005
.005.005
.005.005
.005 .00s
.006,005
.00€ .005
.000.006
.oo€ .@6
.(xt6 .006
.006 .006
.007 .006
.00r.o0l
.00r.00r
.001 .@1
.00t .q)l
.001 .00r
.001 .oot
.001 .0or
.001 .00r
.@t.00!
.@1. 001
.00t.001
.001 .001
.0ol .001
.001 .001
.001. 00t
.(x)1 .00r
.00J,001
.001 .@l
.00r,00r
.(,0t.00'l
.001 .001
.00r.00'l
.00t.00r
.001 .001
.(X)t.oo1
.001 .001
.00i.001
.00r.001
.00r.001
.001 .oo1
.00r .001
.002.001
.002 .002
.002.002
.002 .002
-162,r16
.t88.152
.175.r58
.tE2.t64
.tEE.t7t
.t ,177
.zaxr.tEl
.2r0.19t)
.217.r97
.225.2U
.zttz .21,
.210 .2r8
-218 .225
-256 .292
.264 .299
.272 .217
.281 .251
.289 .262
.2!n .270
.306 .277
.3t5.285
.321 .293
.3:t:t -302
.312.3r0
.351 .918
.361 .327
.370 .335
.380 .!W
.389 .353
.399 .36'
.to6.o99
.rr0 .102
.fi3.16
.tt7.t09
.t20 .112
.121 .tt6
.t2e .rt9
.13t.r22
.135.126
,139.130
.r4 .133
.117.137
.t51 .t10
.t55.t14
.r59.118
.r63.152
.167.16
.r7t.160
.r29 .Zto
.8t11 .7,ti
.070.7m
.eor ',zor
"itr? Joc
8
o
LJ 21.30 teet per second | | , 30 leet per second
.E6
.87
. EE'
89'
90
9l
92
93
04
s7
98
99
100
'r05
I t0
115
120
r25
130
135
r40
r45
r50
160
170
1E0
r90
200
2t0
n0
290
210
250
.175,164
.180.168
.184 .172
.189.t76
.193.140
.197.181
.202.188
.207.192
.211 .197
.216.m,
.221 .206
.225.210
.230.2t1
.235.219
.240 .221
.245 .228
,250 .233
.255 .88
.260.242
.265 .217
.270 .252
.276 .257
.281 .262
.286 .267
.292 .272
.319 .297
.348 .324
.378 .352
.046,043
.047 .oa,r
.048.045
.040.046
.050.(X7
.051 .048
.052 .049
.054.051
.055.052
.056.053
.057.05{
.059.055
.060.056
.061 .058
.062 .059
.06.r .060
.065.06r
.066 .062
.06E,064
.069 .065
.070,068
.072.068
.073.069
.074 .070
.076 .071
.007 .006
.00? .006
.007.007
.007.oo7
.007.007
.006.007
.oo8 .007
.008 .007
.008,008
.008 .008
.00E.008
.009.00E
.009.(X)8
.009 .@8
.009 .009
.009.009
.0r0.009
.0r0.000
.010.009
.010.0t0
,010.0t0
.010.0r0
.0l t .010
.01I .010
.0t I .010
.0t2.011
.0r3.0r2
.ol4.0t4
.016,015
.017.0r6
.0r8.017
.0r9.018
.021 .019
-o22 .O21
.02e .022
.026.025
.030.028
.033.03r
,036.034
.(N0 .038
.044.041
.002.002
.002 .002
.002 .002
.002 .oo2
.002 .002
.@2 .002
.002 .002
.002 .002
.002.00?
.002 .002
.002.002
.002.@2
.002.002
.002 .@2
,002 .002
.002 .002
.002.002
.002.002
.003.002
.003.002
.003,003
.003 .oo3
,003.003
.003 .003
.003.003
.003.003
.003.003
.004.004
,004.(X)4
,00,1 .004
.005 .004
.005 .005
.005.005
.006 .005
,006.006
.007 .006
.007 .007
.008 .008
.009.009
,0t0.010
.011 .011
.012 .012
.013.0t3
.01,1 .01,{
.0r5 .015
.0r6.015
,016.0t5
.017.0t6
.0t7 .0t6
,017.Or6
.018.0r7
,ot8 .0t 7
.0t9.0r8
.019 .018
.020 .018
.020 .019
.020.019
.021 .020
.021 .020
:o22 .020
.o22 .O21
,023 .021
.04 .022
.o24 .022
.021 .023
.024.023
.025 .024
.025 .024
.026 .02.
.026 .025
.oa .o27
.031 .030
,034 .032
,037,035
.040 .038
.043 .040
.(X6 .043
.049,046
.052.049
.056.053
.525 .476
.53! .'r80
.5,18 .i196
.560 .506
371 ,5r7
.682 .527
.504 .538
.606.549
.6tE .560
.630 .571
.8a2.502
.655 .593
.667 .6{N
,6?9.6r5
-741 -674
.8tt .734
.t8o .7et
.952 .662
.o90 .o85
.096 .093
.106.100
.tr1 .t08
.129,116
.t32.121
.111 .13:t
.151 .r12
.160.t5l
.t8t.t70
.202.191
.225 .212
.21e .231
.273 .257
,154.116
.166.156
.177.167
.189.r78
.20,.t90
.065 .061
.070 .066
.075 .O70
.079 .075
.085 .080
.090 .085
.095 .090
.t01 .095
.t07.101
.113.t06
.119,tl2
.t25.1r8
.t3t.t24
.t38.130
.t44.136
.t5r.t12
.15a.119
.165.155
.016.016
.0r8.017
.019.018
.020 .019
.021 .02r
.023 .O22
.02,1 .023
.026.025
.027 .026
.oza .027
.030,029
.032.030
.611 .'fe
.art.ota
.689 .651t
.72e .6E7
.769 .7:U
.8r0.761
.E52 .EU
,8s, .,q.1
.eu,928
.227 .214
.240 .224
.25{ .239
284 .252
.N. .266
.2e7 ,280
.3r2.214
.327 .308
.3,13 .323
.350 .3:tE
.37t .3.lt,l
.302 .369
.409 .385
.426 .402
.035 .031
.036 .035
.038 .037
.010 .o38
.012 .U0
.044 ,042
.045 .041
.047 .048
.u9 .u7
.051 .019
.053.051
.055 .053
.057 .055
.059 .057
.061 .059
,064 .06t
.068 .065
.070 .068
.073 .070
.075 .072
.077 .074
.080 .077
.082 .079
.o85 .081
.087.081
.090 .086
.092 .089
.095.O9l
.097 .094
.100.0
.103 .U)9
.179.lte
.187.t76
.re4.t83
.202 .190
.2r0 .198
.218 .205
.226 .213
.244 .221
.249 .224
.251 .23'
.260 .2,llt
.zEg ,25:t
.27E .262
.287 .270
.46 .279
.305.28t
.3r5.2e7
.324 .306
.334 .315
,3a{ ,324
.182 .tt36
.180 .tt5!t
.190 .a70
.518.488
.8t7 .507
,5t7 .52lt
.t77 ,6aa
.,tf .563
.810 .58:t
.69e ,602
.66tt .62:2
.682 .643
.7U .66:t
,726 ,684
.7tU .7O5
.r|t .727
.7e1 .719
.818.771
.E12 .793
.866.816
,8t0 ,ne
.01r.869
.e10 .806
. 5 .Cto
,117 3e3
.tzt.tto:,
tBe .413
.4n .424
.461 .tt35
.17t .1tEt
,t Ca .156
.ttt.a67
.gt .178
.t20 .190
.gtt2 .5atl
.64 -'1t
6ta .521
"56t .r':'6
.t,t .q8
su .560
.607 .572
.'i20.w
.63:t .596
.616 .&o
.65e .622
.c73 .53a
,6C .617
.70tt .66t
.7r4 .5n
.na .686
.712 .690
.796.713
,7n ,726
.7E .7tO
.105.102
.108.r0a
.ltt.t07
.tt4.tt0
.n7.t12
.123 .fi6
.125 .t2t
.124 .121
,131 . t27
.135.130
.r3E.133
.141 1.36
.1+t ,t3e
.14? .112
,150.145
,154.1a8
.157.151
.160.154
.'t64.t5E
.r67.161
.170.164
.174.167
.1n .r7r
.181 .t74
.r84.t77
.r88.181
.rgr.10,l
.te5,188
.199.191
' Based on
Hazen-Williams formula:
^ 4'52 Ot eo
'-c'65d.87
Wh€re:
P- f riction loss, psi
per linear lool
O= llow, g.p.m.
d= avera9e L D.,
in inches
C= conslanl, 150
o
'3. Friction Losses: Fittings and Valves
. ' Table 3. Allowances tor friction loss in finings and valves expressed as equivalent length of tube (feet)
Fitting Slze
(lnches)
Std. Ells -
900 450 '
90o Tees
branch tun
Coupling Globe'Valve
3t.
I
11lt
11lz
2
zt2
('
31lz
4
1.0 1.0
2.0 1.0
2.0 1.0
2.5 1.5
3.5 2.0
4.0 2.5
5S', ' 3.0
6.0 3.5
7.0 4.0
2.0 0.5
2.O. . 0.5
g.o ' 1.0
3.5 1.0
5.0 1.0
6.0 1.5
7.5 1.5
9.0 ' 2.0
10.5 2.0
0.5
0.5
1.0
1.0
ln
1.5
1.5
2.0
2.0
0.5
0.5
0.5
0.5
1.0
1.0
1.0
1.0
1.5
10
12
18
23
28
33
40
50
bJ
4. Tube Bending Guide 5. Hanger Spacing
Table 4. Bending guide lor copper tube'
Tube. '*tr;''
Slze $':,1(inches) -,"i
Mln. Bend
K,L
K
L
Annealed
Drawn
Drawn
3
3
4
1 K,L Annealed 4
11lq K,L Annealed I
Table 5. Hanger Spacing
3lt&1
ltlc & 11lz
2&3
4to8
I
10
12
15
' NFPA 13, Sec. 3-1,1.7 altows bending K and L copper tube.
NFPA 1 3D and 13R have no restrictions on bending copper ruoe." Bending done wilh mechanical tools.
6. Hanger Sizing
Table 6. Hanger sizing
Copper Tube SPS Steel Band or Rlng Hanger
Tube
Slze
(lnches)
:t :'' t tt.
, ,;., Sl1.e.. ,'i:(lnch"es) r'.
Minimum
t.D.
(inches)
3t.
1
11 /t
1tt^
2.
0.875
1.125
1.375
1.625
2.'t25
I lz ot 3/t
3Aor1
I
11lt
2
0.840 or 1.050
1 .050 or 1 .315
1.315
1.660
2.375
' Above 2-inch, use the same SPS hanger size as the tube size.
10
o
'1. Soldering and Brazing
Information
NFPA 13 (Section 3-1.1.1),
and NFPA 13D (Section 3-3.6)
and NFPA 13R (Section 1-5.6)
recognize the use ol 95-5 tin-
antimony solder for the joining
ol wel-pipe copper lire sprinkler
systems.
For all copper systems,
NFPA 13 (Section 3-12.41 rec-
ognizes the use of filler metals
for brazing which withsland
higher temperatures. NFPA 13
(Section 3-1.1.1) allows the
use of BCUP-3 and BCuP-4
brazing liller melals. For more
information, reter to AWS A5.8,
("Specification for Brazing Filler
Metal").-
Excellent results are attained
in using a non-aggressive sol-
dering or brazing flux which
should be applied sparingly in
a thin, even coating to both
tube and litting. The fluxes
used in brazing are diflerent in
composition to soldering fluxes
and cannol be used inter-
changeably.
The American Society for
Testing and Materials is con-
sidering a standard for solder
flux performance. lt is impor-
tant that solder fluxes meet the
requirements of this standard,
so failures due to corrosion
from aggressive flux will not
occur.
ANSI: American National Standards
lnstitute, Inc. 1430 Broadway, N.Y.,
NY 10018.
ASME: The American Society lor
Mechanical Engineers. 345 E. 47
st, N.Y.. NY 10017.
ASTM: American Society for Testing and
Materials. 1916 Bace St..
Philadelohia, PA 19103.
'AWS: American Welding Sociely, 550
N.W LeJeune Boad, Miami, FL
33126.
Table 7. Typical consumption o
t
lso lder per 100 joints
CAUTION
Careless workmanship, aspecially during flux application, can rcsult in
co osion ol tube and sqinkler heads long atter the spinkler system has been
installed. lf excessive tlux is used, the residue inside the tube can cause
arrosion. ln an extreme case, such residual tlux en actually lead to
perfotation through the tube wall causing leakage. To guard against this
dangeL jlj. ,inportant (1) to choose a tlux that is not too gottosive, and (2) to
use only the minimum amount actually needed to make the joint.
8. Material Specifications
Table 8.
Speciflcations for lube, fittings, solder and brazing alloys and llux
idb;-xi':::!
Slze' 'l:
(!qsnpgl;
3lt 1 ltlt 11lz 2 21lz 3 4
.75 1 1 2 2.5 3 4
:-t13ffi!r
Pounds.per 1 00 joints includes an allowance of 100%to coverwastage
and lossfortub€ sizes upto 2 inches and 25%for21lz inchesand larger.
Flux requirenlqnts are usually 2 ounces per pound of solder.
Materlals Appllcable Speclfication
or Standard
TUBE:
Seamless Copper Tube
Seamless Copper Water Tube
(Type K, L, and M)
General Bequirements for
Wrought Seamless Copper and
Copper Alloy Tube
Copper Drainage Tube
(DWV)
FITTINGS:
Cast Copper Alloy Solder Joint
Pressure Fittings
Wrought Copper and Copper Alloy
Solder Joint Pressure Fittings
Cast Copper Alloy Pipe Flanges and
Flanged Fittings
JOINING MATERIALS:
Brazing Filler Metal
(Classilication BCuP-3 or BCuP-4
Solder Metal
(95-5 Tin-Antimony, Alloy Grade SbS)
Standard Specification lor Liquid and
Paste Fluxes for Solder Applications
of Copper and Copper Alloy Tube.
875
888
B 251
ASTM B 306
ANSI/ASME B 16.18
ANSYASME B 16.22
ANSUASME B 16.24
ANSYAWS
ASTM B 32
ASTM 8831
A 5.8
(Pending)
ASTM
ASTM
ASTM
11
A
_fut_
ITTII
trcoRPoaatEo
coFo a. ca . l al nr.55tt(
- r RTMLTN E- oo rfrlfi ii?uRrNG HANGER
Size Scnge - 7/2 thru 8 inch pipe. ';
Material - Steel, Mil. Galvanized to G-90 speci
fication.
Function - For fire sprinkler and other general
piping purposes. Knurled swivel nut design
permits hanger adjustment after installation.
Spring tension on swivel nut holds it securely in
hanger before instalhtion. Swivel nut is easily
removed.
Approvals - Underwriters' Laboratories listed and
Factory Mutual Engineering approved. Conforms
to Federal Specificatiorr WW-H'171E, type 10, and
Manufacturers Standardizatbn Society SP-69,
type 10.
Maximum Temperahtre - 650 F
Finish - Mil. Galrranized, HDG, and Stainless
Steel.
Order By - Figure number and pipe size.
l
I
i
(
v2 13-r/8 8-3/4 3-V4 t2*axL-V4 136
l0 SIZE RANGE: 3/4" thru 2" pipe sizes
MATERIAL: Pre-galvanized carbon sreel wirh felr liner.
LISTING: Underwrirers Laborarories (UL)
SERVICE: Structural attachment to supWtt C,P.V.C. or polybutalene fire
sprinkler piping in horizonral position from side or on top of strucrural
member. Fastener hole may be above or below pipe. The#TFLwill only
restrain venical piping, Use one#12 x l-ll4" slotled hex head screrr{
( supplied ).
ORDERING: Spccify pipe size, model number and name.
NOTE: Underwriters Laboratories listed as shown or invefled.
One-Hole Soft
a-'6\w
Moder flFL
Strapp
S)
Pipe
size CL ID HS
314"
t"
t. I t4"
t.3/8"
l-t12'
- | t/t6'
r- t/t6'
t-5/t6"
t-lt/r6'
l4
t-v2"
2"
t- t3/t6"
2-v t6"
t-7l8"
2-l r"
t4"
11"
.0
SIZE RANGE: 3/4" lhru 2" pipe sizes
MATERIAL: Pre-galvanized carbon steel with felr tiner.
LISTING: Underwriters Laborarories (UL)
SERVICE: Srructural auachmenr to suppon C.p.V,C. or potybulalene lire
sprinkler piping. Can be used either horizonlally or vertically on rop, bonom
or side of structural member. Usetwo#12 x l-l/4,,slotted hex head screws
( supplied).
ORDERING: Specity pipe size, model number and name.@
r@
i llr"'i'[-r
tDi
Plpe
size CL ID HS
3t4"
t"
t - 1t4"
l-3/8"
t-tn
r- /t6"
l- t/t6"
r-5/t6"t- /t6'l4
t-v2"
2"
t - r3/ t6"
2-l/|6
1.7/8"
2-3t8"t4"
Model #25
Rod Coupling
SIZE RANGE: 3/8" thru l" rod sizes
MATERIAL: Carbon steel with zinc electroplate finish.
SERVICE: An intermediare attachment designed to join two lengths of similar
UNC threaded rod.
ORDERINGT Specify rod size, model number and name.
NOTE: Insraller must thrcad rod ends in(o coupling equally until rhey meet in
the middle of he coupling.
MICHIGAN HANGER CO.. INC.
Niles, OH
RS L Msx. recom.
load lbs.
3t8
tn"
t-3t4"
l-3t4"
6t0
It30
5/8"
3t4"
2-v8"
2-v4"
r8 r0
2710
1t8
t"
2-tn
2-y4"
3't'to
4960
,c
t2
Model #510
.HccrClutp
-/A\-
--+.--
f--E\z'lL ------i
SIZE RANGE: ll2" thru 24" pipe sizes, (dimensions shown thru | 2" only)
MATERIAL: Carbon steel
ALTERNATE MATERIAL OR FINISH: EC, HDG, SS
CONFORMS WITH: Federal Specification WW-H-l7l (Type 8), Manufacturers
Standardization Society ANSVMSS-SP-SE (Type 8)l install in accordance
with ANSUMSS-SP-69.
SERVICE: For supporting steel pipe risers. Can be used with both insulated and non-
insulated pipes.
ORDERING: Specify pipe size, model number and name.
0)
Pipe
size L BS
Max. recom.
load lbs.
v2"
314"
l'
9-3l8"
9-v4"
9-118"
3/8" x
3/8" x
3/8" x
l4
220
200
220
l-|t4"
t-v2"
2
9.3t4"
9.5/8"
t0-7/8"
t/8" x
3/8" x
3/8" x
l4
l4
250
2-s0
3(X)
2-v2"
3"
10-314"
I t -3t4"
r3-3/r 6
3/11" x
3/E" x
3/8" x
v2"
314'
3t4"
400
500
600
4"
5'
6"
t2-t5ll6"
t4-l t4'
t5-v2"
v2" x
|t2" x
|t2" x
3t4
314
3t4
150
t500
t600
8'
t0"
t2"
t8- l/4"
20. r/8"
22-3/a"
5/8" x
5/8" x
5/8"
.l14'
-114"
3"
25fi)
25fi)
27ln
Model #355
Steel Concrete Insert
Model #355N
Steel Concrete Insert Nut
1..- v ------l
I$odel t355
Model f355N
SIZE RANGE: #355: One size
#355N: 3/tt" thru 7/8" rod sizes
MATERIAL: Carbon steel
ALTERNATE MATERIAL OR FINISH: EC
CONFORMS WITH: Federal Specification WW-H-17l (Type l9). Manutactulers
Standardization Society ANSVMSS-SP-S8 (Type ltl); ins(all in uccordance with
ANSUMSS.SP-69.
APPROVAL: Factory Murual (FM) thru 8" pipe size
LISTING: Underwritt'rs Luborutories (UL) thru 6" pipc size.
SERVICE:
#355: As a structural attachment in all grades ol'concrete. Knockoul keeps interior
empty during pour. Allows lbr horizontal rod adjustment upto l-l/4".
f355N: Hanger rod attachment Io be installed inside of the Model
#355 concrete insen,
ORDERING: Specify size. rnodel number and nanre.
NOTE: lnstallation: Place knockout side down on concrete form and nail in place
Wire 12" piece of reinforcing rod on both sides. Atler concrete pour' knockout can
be removed with a screw driver. Use with Model #355N lnsen Nut, or Models:
#NUT. #SPRA. #SPRC Strut Nuts. Rod should be threaded thru the nut until it
tightens against lhe top of the insen.
#355N
RS
Max,
DlDe size
Max, recom
losd lbs.
:r/8-|2 3- t/2"
6t0
| 130
5/8
it4"
1t8"
5-
* 10"
2(Xl
2(X)
200
.Reduced supDort spacing is reouired.
MICHICAN HANGER CO., tNC.
Niles. OH
T
t1
#355
Mox.
rod size H t.Max.
oiD€ size
Max. recom.
load lbs.
't t8't-5/8 -1"3"t0"r20
t2
I 800 854.1015
HANGERS AND FASTENERS, cont'd.
EYE RODS,3/9"?
ti
'J
RSDROP.IN ANCHO
These drop-ln anchors feature a smooth body for easy Insertlon, as well as zlnc plating
and chromate finish. The internal expander plug, driven by a setting tool provlded at no
charge, sels the anchor wlth a few hammer blows. one settlng tool ls shipped per 200
anchors.
ITEM TENGTH
OTY/
cs
t8s/
cs
7II
10
11
4',
6"
8',
10"
12.
100
100
100
100
100
10
12
15
17
12
ITEM
DRILL
srzE
B(}tI
srzE
OTY/WT.
PER 8OX
OTY/WT.
PER ITIASIER
cAnToil
12
13
14
15
16
u8"
1t2',
5/8'
7tg',
' lt4',
..3/8''' 1t2',
5/8"
314'
100/2.7
50/3.3
50/6.0
25/8.6
25/13.0
1,200132.4
600/39.6
400/48.0
125t43.0
100/52.0
ITEM LE}I6TH
OTY/
cs
L8S/
cs
1
2
3
4
5
6
4',
6',
8',
10'
12',
14',
100
100
100
100
100
r00
14
20
26
32
38
42
(HANGER BOLTS)
l0
Jli&'
-r I ttn"@
T
o
l
6...r\_w
illll I
ll H
ill e s*
SIZE MNGE: 3/8" and l/2" rod sizes
MATERIAL: Pre-galvanized carbon steel
APPROVAL: Factory Mutual (FM)
LISTING: Underwriten; Laboratories (UL)
SERVTCE: A structural attachment used to join hanger rod to a structure. Also
used as an inlermediate attachment to atlach pipe hanger rod to beam clamps such
as Models : #320r #360, #36 | , et<
ORDERING: Specify rod size. model number and name.
NOTE:
l. Fastener sizes tbr 3/8" RS:
a. Thru 2" pipe, two Model #43 Wood Drive Screws
b. Thru 4" pipe, Model #42 size l/2"x3" lag screw
2, Faslener sizes for l/2" RS: thru 8" pipe, one Model #42 size 5/11" x 3" lag
screw
SIZE RANGE: 3/tl" rod size
MATERIAL: Pre-galvanized carbon steel
APPROVAL: Factory Mutual (FM)
LISTINGS: Underwriters Laborltories (UL)
SERVICE: A litructural attachment used to join hanger rod to a struclure.
Provides unlimited vertical rod adjustment.
ORDER: Specify model number and name.
NOTE: Fastener size:
f , Thru 2" pipe. two Model #43 Wood Drirc Screws
2. Thru 4" pipe, one Model #42. l/2"x3" lag screw@
RS
Mrx. plpc
sizc HSI H52 MRI w Msx. rccom,
lmd lbs.
3/8"
It2"8"
U2"
9-lt6"
lt4"t-3/r6"
r-3/r6"
t- l/8"
t-1t2"
250
16ll
RS
Max, plpe
slze H HSI HS2 MRI w Max. rccom.
lord lbs.
3/8"4"3- t/8"tn"v4"r-3/r6"t- t/8"250
Model #46
Tie Bolt
SIZE RANGE: J/4" rod size: 4" or 4-ll?" in length (L)
MATERIAL: Carbon steel
ALTERNATE MATERIAL OR FINISH: EG. HDG. SS
CONFORMS WITH: NFPA Parnphlet #2, lnstallation of Private
Fire Service Maintenance ; 4" thru 12" pipe size.
.......
MICHICAN HANGER CO., INC.
Niles. OH
,a\ .--:-,(.-')
\i/ i
Size RS HS t-
l/4" x 4"
y4" x 4-tn'
3t4"
314"
3t4"
7t4"
4-v2"
4.314"
:..1"i SERVICE: To reinforce the connection of a steel riser pipe to a
.::. \:= ductile iron riser pipe of a fire service main.
ORDERING: Specity size. model number and name.
r0
STYLE 47
Aeufuvd FiuingB create a dietoddc
wrloflny by insulating lhe lnslde of lhe
tn€ud ierdng, rrilc Lrhltillae tho f?lomd
to.mdbn ol a gahnnlc locel cC
corrodorr botwesn lho dbslnf,rr metals
In lho talor polh. By crcadaly
ellminatfg gahnnic locsl coll and 6&ay
cunut problems. Oea(flar lxolootrla
frJeiocry Fltlirre. .ootlrr{F.-t p.*adc
O|c mod elfoclhrl conqilon prcledhn
paCble h lny watsray sydem
com|ccrhn.
Clonfbu, fltthgs mcct the
rcqtlcmcr8 d ASIII
F{02.77. Fmngr 1,l d.gioned
frr or{mroue uso al bcpcra'
turc! up lo 2250F450 aod pr6.
csrcc rP lo :ru ed eoso ktlar.
r)errfbw Dieleddr walonvals, sttile /t7.
htrrc an eledrozinc plale<l costtg nttr
.. elrrnfc.It la..l. NSFTFIIA lbad -'
rldeotrla fto.rnoph.0c fd.€. Thc
leng[h vad€q bt ptpc tts lo pfonde
:ruffljrol l.l€t'l of cmlod |yat.'rty b
rnahldn a@sale dlclancc bctvrecfl
.l!'8!|ffitr n|eltq dtccdlr{rlt !troppLrg
.dcfnal oortpCoo produdng golvcnlo
..rnql llow. Fquott l/S"0{7 lor'!n bmttd.
C,!d x Tbtrd:a er.'td iirac.. o..t ,
r...b...-_1ffil
. €aatb I a ,..tara t
-Tt p,* |un& lwsr E.Itn I t"os. Ir0rll|l
FLh End tot
FIF r lhnrdrd
Gno
ft r.d.d I Th.a.d.d
tLd|'l
tb3
ldaa
m.t
hrf
o0.
hfcl
trr
ilil. Wf
ftqra
?9lfr h.lrtrt
Udr
inlq
lil&
WG E.
lb.tt
I
23-1q"_3,..
. r.il5...-1l_
r.600
--a--
9@t50 I
t@ a 03
02vn
t03D
1
t@ t0 0;
0It[
,to
t.9$
_aE- -z.f,J_F__
3tp
1s0
1ro t0 0.E
OJ
2
50
30
260
Ita l0 t-0
0,52t
-__E--
z'Efrt:t 3mlro 6Ita E t.6at
3n 3.5m_tt.-3Utt6 6
r5l 6 LO
0.1
3'rs {m
t@
30
2030
o
r5?6 L't.l
ato a-ss
a
3mIGE I c 5
.0
rnr||- I ?0.I'L
8lr. I oJ. lft..rrohcallrtnrl tO lkrtl6
it I !l3l urIl|t
llnla r llnrod
Arl. &l lx fr. x lhr.do,
ltF
Fig.No.TAD
1.
2.i.
4.
5.
6.
7.
&
9.
rc.
TL
(
slzE LIST PRICE
3/4'
I'
1-714i
r-7lt
t
COWLIESWMIMPA.I3 AND
Wffiw:*"u)c'Nc,M
onmaswNgIED ON
INDIUTVRPIAT'E
Teppwun' FoRPeEssttRE
GAUCIE '
tMpwe euentclgron
REUEFUALIIE.
wustw,ruAPPROVED.
UrcUSIED.NtcBsa-tQn&-&L
lrct
S:gfrGlessP)
MArrRrAr.
sd
RodBass
C'P.B@
Br@
Qfu6tq..Tcfloo
$ocl
.sgtqilcct
R*JTePtr':cGtasl
P|.rl
Mottt{cturcd by:
AGF Manufactuing,Inc.
DIMEI.6IOI{S.E.TCEES
strE A a c o €F G r|
7a Slie 116 zra 4N q(rN q*f,/r.
1 SrA.rN zr(4X q lra qs q8
r%srk rl 2%4,3'V{trrf.sn:vAt
rtt Sr%;.r?: la'x.SiAs 3%2r1 t{s r(l|Ae
2 5'%c rr4 3"Ari $t{.3yt 2X el{(rgk
@@
SOUTH LAND SPR//NKLER SUPPLY
MEMBER OF S1'PPLY Nfr
i
i
!a. ,tl' r,:{.
PottorElectrlc Slgnal Company
at81 Cralg Rd./P.O.Bor 28480
St. touls, f|o.631tto
Elcc0lc Slgnd & t19.,119': 'tgetb.[cgrcd' . . '. ,' :
Don n|b, ortlrlo, Ga|db m&il|3
U.S. PAT. NO.3921989, CAI{ADIAN PA-r. t{O. 1009€80
ULU{|IEO
9rr{oFfrduns Whl7sPSl
lff t{tnum Flou Fr0l lorAlrm: l 0 Gru
llulnun9uryr: ISFPS
Cod.ctBd|ftr: Two!sdS.P.D.T.(FomC)*.- loAmp.@12s/25ov.Ac
F- 2Anp.@G3ov.DC Rerlrfin
Erllrprmntrf UmltrtbnG'00" F/12f F!' 4.s'c/.lsc.i9c
Con4rn Enemoll: 2 oponhgstor trf oondul
GruUon: Thlsdevlcelsnotlntendedlorm[cdonr ln elglo$n
€nvlmo]fFnb.thrr Avrllebfo,
FortypeK L&M copp€rpFo -
sh€F?",zVif,t&{
ForlHed OPVCplpe,Sffi 13.5(etandaddlmnslonal rdo, -
sts€s2',21r2'&3'
Srrvlcrljr:
AnomdlcSp.lnkl€r
otte orTwo Famlly Drvolll.E' R€€khntlalOcopancles upto 4 stod€s
Cenral$?don
Local
Aux!,lary
RermteStdon
ProPrletary
PIPES€gnort SflOWN
FOR TLU'STMTION-
PURPGESOIILY
NFPA-I3
lfPA-l3D
T{FPA.I3R
tsPA-71
MPA-724
I.IFPA.ZB
I.|FPA-72C
I{FPA-721)
OTHER PATENTS PENDING, POTIER
=-ECTR!C,
Rd., 1990 Optlonrl: CoverTamperswltchOd€rSfl,t tlo. (Xr90018
GENERAL INFORMANON
The Model VSR-CF is a vane type ra€rbr switch for
use on wet spdnkler systems. ll is tl LHed br use on
type K, L & M copper pix, sizes ? fru !' ard lidsd
CPVC pipe, SDB 13.5 (standard dirysrire, ratb), sizes
U thru 3'.
The unit may also be used as a se€€r€i rderflow d+
teclor on large sy$ems.
The unil contains two singl€ pole, o;oc $row, snap
aclion switches ard an adjustable ra.uq:atb retard.
The switches are ac{uated wtpn a for d 10 gallons per
miruJte or more o@urs doilnstrean i ti€ &ic€. T'le
flow condition musl exisl lor a perix C inE n€c€ssary
lo overcofii€ th€ seleded rstad p€rr-
ENGLOSUFE: The unit is errcbs:c n a general glr-
pose, cast aluminum tnusirq. i= e'.er b heH in
place with two lanpsr resistanl scrEr€ lrich reqrire a
special key for removal. A lield irsdao€ cov€rliamp€r
switch is avaihble as an optbn whir re.r ce used to itr
dk;ate unauthorized removal of the ;srer- S€€ Bull€tin
7S for installation instrudbns ol r,L* sditi'r.
IMITALLAflON: See Fig. 2.
These dwices rney b€ rilount€d on a horizonlal or vefli-
cal pbe. olr horizontal p{ps they slpuld bs il|sralbd on
th€ top side of th€ pipe wlnre lhey wil be accessble.
The units should nol b€ install€d wilhin 6 hcfies cil a fit-
ling wh'ch dnnges th€ dir€clion of lhe wd€tflow or withh
24 irrches ol a valve or drain.
Drain the system and ddll a hole in the plpe using a cilcu-
lar saw in a slow speed ddll. The 2' ard 2 1ft device
require a hole with a min. dia. of I l/tr !o a max. dia. ol
1 916'. All other siz€€ reqlire a hole with a dh. of 1 7rf
to a ma(. dia. ol 2 1/16'.
Clean the ins6e of th€ plpe of a[ gowth orother matsial
lor a distarrce equal to the pipe diarn€ter on either sile of
th€ hol€.
Roll the vane so that it rnay be ins€rt€d lnto th€ hole; do
nol bend or creass it. lns€rt lhe vanes so thal tho atrow
on the saddle poinls in the direclbn of the waerllow.
Install lh€ saddle Etrap and tighten nuts dtsmd€V lo an
eventual 1 00 ln.-he. ol toqus, ss6 Fig. 2. The vane must
nd rub the insHe of the ppe or bind in any way.
PMNTEDn|T'SA RilC Btt-t-glt{771 PloE t (F 2
vsR-cF ."''.'
.,
YANE.WPE WATERFLOIV, ;
SU'ITCHWITH RETARD -'
FOR OOPPER OR PLASTIC PIPE
FIG.l
SWITCfl TERIINAL OOf'lGgtXXlS
CI.AMPING PI.ATE TERNAL
FIG.2
ErrrD {\{rsl|€n:
ro clutG€ lLe ltrr
XI|OB GII}CR DEDro0 FoR DesErE D TY. US€ T€K.A
'||Ctt{T GErrfi) rEcEssmYIo Pf€VEl{T FrlIExJ*.A?S€TnG
s LsJauY loRtStERN I{8. FSIORY
s€TAlv.
ro xiTxt- of,lL AtItE rs
icc^IEII
m toTtEAtG @ll€R(FF FOR.
EXTEIIOED PER|o() OF NIllE
TEHTEfl M'T'S
AIIERI'IAIELY IO AN
EVENILA! t(n $r..t a3.
OF TOR(UE
eicorNrrs
owG rtm7tG3l
CAUNON
AT.T UNINSULATED SECIION OFA
SINGLE CONDUCTOR IS NOT
PERMITTED TO BE LOOPED
AROUND THE TERMIT{AL AT.ID
SERVE AS TWO SEPAMTE COr.r
NECTIONS. THE WRE UUST BE
SEVERED TO SERVE AS TWO
SEPARATE CONNECTIONS,
THEREBY PROVIDING SUPERVI.
SION OF THE CONNECTTON IN
THE EVENT THAT THE WRE BE.
COMES DISLODGED FROM UI+
DER TERMINAL.| ^rmir nTno
Trn|G; 0x s€J:.t
t 10{t 2o{o graS to70 .o{o
Itour{T c[tt P|PE SO
|RRC'|V (I{ SAmt€
POlNTlt lltl OIRECT(I'| .
OF WA1ERFLOW
ROr.l PAOOT€ tt
@PCISITE DNECTT'
OF WAIERFLO'V
oNttfsEEtfisERr@u.^n UNDER .t,.
8(LT AS StEWtl
owc*51S771-30 oNat2r/rsEEusg
ADAPTERS AS SIiOWN
A80VE
FEIEE tq.lG
? io2ltz '| lrtrlol5:6
tior 1 7rt TO 2 r.-6-
FIG.3
LOCAL EELL
TRANSFORMER OR
EATTERY POWERED
TYPICAL ELECTRICAL CONNECTIONS
: '-: tt / '-r:> tJa\: oF L\: .ESTSTOR)
-' (5L: !- :i
--------,
OPEN ON ALARM / CLO- :r1I ua"---\-/-
SIGNALINC DEVICE
TYPICA SWTCH ACTION
oPEN oN
"/-/
ctost onALARM J . AI.ARM
END OF
LINE
RESISTOR
tOlE! FOR SJPERV{}ED c|RCU1IS
SEE 'SWITCH IER I{tI. CONNECTtoMt oRA$[iKi at{t c lrToalrcrE (FE O.:\JF:x. J:, LL lr
_,-..........--.-----.-----{cu :;:. :N l, t-:si oN
:cNTRoL -:.:\' / -'?YrlN:L I t
TO AOO'L
DEVICES
OR RETURN
rO CONTROL
owc. f5400761-15
NOTE: The Model VSR-CF has two switci€6, one can :€ used lo cperate a cenlral slation, proprietary or rerpte
signaling unil, whil€ the other conEct is used to cp€rate a ocal audible or visual annunciator.
-
TESTING
The lrequency of testing kr the nrodel VSR-CF and iis
associatd protedive moniloring sygern siwld be in ac-
cordance wilh applicable NFPA Standards 3rd/or lhe au.
lhority having iurisdiction, btn under no .ercumstanc€s
less than bi-rnonthly.
lf provided, the 'lnspectors fesl' vatue. fi= s usually fo-
cated at the end of the rnc* rernole bra.Llr line, sfrouts
always be used for test pul;oses.
ll there are no provisions br tesling the c€ration of th€
tlow cetection device on the syslem, applicalion ol the
VSR{F is nol recommended or advisable.
A min'mum flow of 10 gpm is required to ac{ivate this d+.
vice.
IMPORTANT NOTICE: please advise the person re-
spons.ble for lesting of the Fire prolection System that
this s,9em must be tested in accordance r..,ilh the "Test-
ing' iT1ruct16ns.
AULLETIN Z'1 PAGE 2 OF 2 PRII.ITED IN T.ISA
These 3tA ' pressure gauges are approved by thd Factbry Mutual System and are listed
by the Undenrvriters' taboratories for use on wet or dry sprinkler systems. Personaliza-
tlon is availableat nominal charge In quantities of lfi) or more. Your most direct adver-
tising. . -.practicatty free!
i!f,lcrEql's sturdy spare head boxes are manufactured fiom .03.0''steel- They fe"lur."-1ll:
wetded construction and fult length hinge, and are finishid in red enamel and drilled
for easy mounting- Personalization is available at nominal charge in quantities of 50 or
more- Your most direct advertising- - - -practically tree!
|tEfrl stzE 0tY/cs L8s/cs
t
2
6 Head
12 Head
25
N
6t
66
ITEiI TYP6 0rT/cs t8s/cs
3
4
5
AirlWater
AirwlRetard
Water
50
50
50
Ea5
CLAPPER SIIOOT S'YIE TNLEIS
An auxiliary inlet connection with 1,000 G.P.M. minimum inlet capacity, clap
p€r snoot on each inlet. When used on a w€t syslem a separate swing check
valve must also be installed. Flush design desirable when appearance is a
factor and provides unobstrucled passage.
U'L LIs?ED
6337
HORIZONTAL
.6338
VERTICAL
ctattDARD EoutpmErfi: Casl brass four-way horizonlal or ver-
tical inlet body, 6" back or angle outlet as selected by figure number:
brass plate with branding as selected; clapper snoots (See Page S15);
with plugs and chains. SPEC|FV BRALDlt'lG crn.l IHREAD.
BRAt'rDrxc: "Dry Standpipe,' "Standpipe," "Auto Spkr." or'Combi-
nalion Standpipe and Sprinkler Syslems."
FtNrtH: Polished Brass
oFrloNAl Frr'|t3H:
PC - Polished ChromE Plated
Size'. 6X2th X2vzX21 hx2v2
i (
An auxiliary inlet connection with 250 G.P.M. minimum inlet capacity to supplement ihe fire
protection wator supply. Provides unobstructed water way. Flush round or square design
enhances appearan@ and provides unobstructed passage. Figure Number 6340 1% x 1 % ee
pscially suited to residential sprinkler systems.
s?alrDAllD EQUtpmEiln Cast brass round or square plate with double female swivel
adapter: plug and chain; branding as selected. 3PECIFY THEEAD .t||d BRAr|DtrG.
"Standpipe',
OPTIOr|AL TII|ISH:
PC - Polished Chrome Plated
6340€343
6350-6352
Page 6-8
MadehU.SA'
Johnson Fire & SPeciatties, Inc.ffiE
sEBlEsgl00
COMMERAAL oT RESIDENNAL
a
EXTERIOR oTINIERIOR
FEATURES
WEANIERPROOF CONSTRT'CTIOII
COMPLETELY OISTINCNVE FRo|I ANY OTHER
AI.ARM SIGNAL
FAST. EASY MOUNTING . ON AAIY TY?E OF WATL
ELIMINATE TllE NEED FOR AIIYADUIONAL SIGNS
ON BUILDING EXTERIOR
APPROVED FOR USE IN ALL HASS'OF.HEARING
occuPA rcrEs
AVAILAELE IN lIsVAC.24VDC OR IA/C}C WITH OR
WITHOUT FLASfIER/STROBE
MAINTENANCE.FREE OPERATION . FULLY
GUARAAITEED FOR 2 YEARS
At night, thc flashcr/strobc can bc secn from a
distance to -euidc thc Firc Dcpartmcnt to thc
connecdon- Policc patnolling an indusuial complcx
or a neighborirood u'ith thcir windows uP may not
hcar rhe hom, but thcy will 'scc the light'-
Sincc 1975, every FARR-L,ARM is asscmbled by
hand, inspccred and tcsted at thc factory.
F IR€
Say Goodbye to -
Water stained walls
Ugly signs to spoil esthetics
No More -
Old-fashioned bells
Pipes that clog and freeze
The FARR-LARM is thc most attractivc and
practical signai mada It is compact in size, (8'x
b") -a won't cbmpromise the esthctics of 'the
cxterior wall likc an clccuic bclt with a bird cage'
or a waicr-moior gong.
Suggested nounting is dircctty above the fire
cieparcent connection.
During da-vlight hours, the horn will dircct thc
Fire Dcpanurcnt to thc conncction as wcll as alen
thc cx:gupanc and passers-by drat a fire condition
exiss-
..-.F --16--l l--
fra 4-r..a
o
NOIES:
l. Tn*, GAa lOh€b|||Ecdbr|rrla€dr-trdC iFrlGga Z ,! odC. t! p.o*led r|lh ildr scltr E fl*Cs. 1 OCtEn
rtodeb hddr RFI rpptorcb b.--irirdad-irar lt *! lr.i. ( [Eb d a€o.hdrE lral'" f| arHrrCrdrrslof lpprorin Llt 3 &nes
atgd cu||ttdrtE tidJ l'nqr 5. $a !r d *o-t b d. t! ttGdld b!s. o.r ooriir'6t,3 drm ry!&xrs- 6. Apporrds t{- - Uader-
wrirs L*ododr+ tf,G - t rdF.aE t $dir .a C.'EA, CF|I - F- d C&d1 tt |l-*.1. Flf - F aDry lt rd, CSA - Canadrn SEdads
Assod:ubo.8SA - flqv Yort Cf b{ds|6|ds-td A.'p.Ci. fP -Otdo*ryo t- || fsfte3 rtd |pp(oraG above er. b. Whoclodq lnc,. wttn
fit n fdrc ttr. dgn* |,3.d h a. fllRR{AEa
MODEL 33{XF115
Ordering Information
SERIES 3300
tu@etVtside trin incad€scer( tsf(
soorce- Fbsh raie @ 60 pernirule.
SERIES 33OONL
MODEL 33q)NL.115 Ardjecr/y
MODEL 33TX]NL.24
MOOEL 3300NL-12
sEatEs 3an & gynNL
sEaa€s 3300s
SERIES 33OOS
MOOEL 33(X)S-115
MOOEL &n0s-24
MODEL Aio0s-12
Arfitenfsde wifi 8,000 c p. strob€-
Flash rde @ 55 pa mirul;
General
Signal Specifications
ftlodel Nurnber hput t oataqe Rated O.ment dBA@ 10 Feet Approvats
3:t00-115
trl00NL-115
3{r00NL-24
gi00NL-12
ltsvAc
11sVAC
18-312VDC
915.6VOC
0.rd,
0-160
0-06r
0.16
95
95
92
92
UL, ULC,
CFM, FM.
CSA. BSA" BFP
eloos-r15 fls\tAC 0.1q)95
t
ul- cFM. BsA" FM, BFP
3it00924
3[t00912
r&312 \rDC
915-6VOC
0.off!
0-1?5
92
92
ut- uLc. cFM,
BSA'' FM,8FP
JOHNSON FIRE & SPECIALNEq INc. 12975 16& AvE NoRTH PLYMoUTH, MN 55441
POTTER ELECTRCGilAL CO.
2O8l Cr.lg Rord o P.o. Bot 28ato
SL tonlsr llo.G3l{6 . (310878-4921
TolFF..c (8001325-3936
TWX:9lO764OeOg
(
osYsu-A1
oSYSU-A2
Stk. No.
Stk. No.
101010 2
1010202
CHARACTERISTICS
U.L TISTTO & F.M. APPNOV€D
CONTACT MTINGS:
OSYSU-AI - One set of S.P.D.T. (Form Cl
OSySU_A2 _ Two sets of S.p.D.T. (Form Cl
rsA@r2sl2s0vAc
o.5oA@l2svDc
o.25 A@ 2s0 VDC
2.so A@ 0-30 vDc
DIMENSIONS: 6.1'L x 2.3'W x 8.3'H
Resistivo
See Fig 2 l5.5cm.L x 5.7cm.W x 2l.Ocm.H
WEIGHT:2 lb.
.9kg
ENCTOSURE Correr: Diecast Aluminum
Finished - Red SPatter Enamel
Base Formed Steel
All pars plated to resist cono6ion-
COVER TAMPCR: Meclranically Acrivated by corrcr removal.
CNVIRONMENTAI LIMIrATION$ - tOoF/+ 1 rOoF
(
Itre OSYSU-A is used ro rnonab. the open poeition,of an
OS&Y(ouside screw & yoed t!,petatevalve- Thisdevice is
anailable in trro models; tfie OSYSTJ-AI, aontaining one set
dS.P.D.T. (Fom O @ntac ard O6\6ILA2, onaining two
seG of S.P. D.-T. (Form Q contrcts These o,vidrcsrnount corr
rrcniently o most OS&Y valves ranging in size fiom ll' to
I 2'. (For explosion proof equienrens see model OSYSU-
EX, Eulletin 7O5l
TAMPER RESISTANT
Remorring the orcr causes ttre swidres b opente. Ethef
'nrirch on fle OSYSIT'A2 may be dasonneoed from'*te
hmper action by
'efnovir|8
fre Arnperadim tab or Screw
associated wifr that partiorlar switch- 6EE PAGE 2)
WAR,NING
DISABLING THE TA^4P€R ACTION OF THE
S\{TCH ON TH€ OSYSU-AI OR BOTH S\,VTTCHES
ON THE OSYSL'-A2 WILL VOID UNDERWRITERSI.\3O&\TORIEi'I ISTING AND F.M. APPROVAI.
('
SCRVICE USE
Central Surion
Local
Auxiliary
Remoe Sadon
Propriaaqv
NFPATI
NFPA-724
NFPA.728
NFPA-72C
NFPA.72D
TYPICAL ELECTRICAL CONNECTIONS
TYe S{tfcx AcTrorl
rar.o.col.<J. aG tr--ar.c.
U'CAL AUTXBLE /COIITROL PANEL .
arrortt€
OCVG€
EXO Of
Lt||€
iEsrsTon
CO||. O-l
--r
IrnlnrOnn€n -FO l-l ArroELE
of, B^tl€n v ! rrc. L/roEvlc€
€fiooF
Ltr|€
R€SrSTOn
LOCAL AUDIEL€ / R€UOTE TRANSMITTER
||O.
Al.I)IAL€o€vrc€
lxo
corrl o
Fio|.
riA'|Sr|t?T€I lt.c.
DWC. 5400655-15A
t2-86
FICURC 1
EUU.ET0{ 721 | OE 4
t
Wattr ANSI 22t.22 c.ati,iad noa.aatfurrr.bL !-r9.ratrrrc..d p.Gr.!t.a
ratiat v.lv6 a.a lraqrirlry to rtract G.l|blkhd i.taa haarn a.taty
.ond..d!. .rcfi ., A.GA UL, Milir..y Sp.G. MtL-V-t35l2O .nd
v-i<r.t aagiq.ral. at.ta t|rd lool coda*
ELUE RIBEON MOOEL
No. 100XL Size 3/"
A5.M.E. reted. Sclf-dodn9 T& P Rclief Vdvc;
lor Wetcr Hcrtcn up to l0O.0O0 8TU/HL
A THERMOSTAT WITH THES OAOTIOEO (I'IOI{.
METALLICI PE0TECTIVE COAT|I{G rnd r hlhtyprollsliv! dill?ctric b.nhr lo paotrct th..nort lromprollsliv! dill?ctric b.rhr loprollsliv! dill?ctric b.nhr lo paotrct th..no3trt
.a(r||| lhtiojls of niocnl drpodu rod ldyrnic col.a(r||| llrtiojls of rniocd drpodtr rod gdrrnic conoriwrsthn. Ert.ndr ttr dlcriw lifc ol rlrc nlw by ovtr-
coming problcrnr ctrtcd bt rdvc'ra r|tcr condilionr
tlo. l00XL4 h.. ttrt l.rt .nd {" tx&ndoo thlna6l.t
oPressurervacuul|Nretief valves
AJ.l|l. i^Ito.ArSl Ultl -ld;., Vdt.| md A{rc|r.tic G!
ht ^ e I Shx.,loric.-.o€Slcl Ctlflf l€0 ry A.Gr rad C.c.^. t ;.rd.
l l \,. rr l- Untt Il.rw Sr*. Ilt.V.l!6.1?0. frr t.
Slm: construction |s llo. lOL.tc.9t it h.r no
tcmpcaturc rrliaving clcmtnt Thcrcforc. it b only
lor grotcction rgrinrt txcasivr pranurc. U*d on
dorncstic :toogc tank o, tratlca watat htatc(r.
Pnrgn nr4c 75-150 lbr Sbadrrd tltlirr 75. 100,
125 md 150 lbr Si:! I" r X'-
Popuhrly und h coniunclion rith llo.2t0 tG drul-
.otf vdn u*d for g:r mlcr hral.6 to durt€tl 9.r
lo t!.t rit r.trr h.|tlt lt|np.,r$rt uoac& 2lfF.
S0IAR . Fo. tol.r rpplielioru No.3L. rgecify Hodcl Z9
foa slainlcas cd lcrrr rnd pin for outidc olr rpolicetioor.
f\l^, trel ALSl Z2l.ll'[.6.t Vltrt..d Ad.r.tk G-Sl{t{tlo.ri.i:
I lv i 9r,l- oESlGll cElTlFl€0lyaG.l| |.a c.Gr- ltslEo.
llo. Sl( & :rme brh drrip r tlo.3t rrcagt it ir furnidr:d in X- rin
rnd docirot complv wldr A.S.ll.E. nqoinnrntr. llo. 3t h.t ASIIE Go.rtruclioo rrd it t!rc{. [nGd |.d ccnifird ty
tic flrtioorl Eorrd of Eolrr rld ?rcsn Vssd ltrigcclono Erco:r.body rod rt ir{.s nlel ttriot
Mdt inlct rnd hmrh outlcl Pnssn nncr 75.160 lbr
Strndard $ningr 75. 100. f25 rnd l50lti Trnrparun Ir:lirf 2l(l F. llo. t0(XL€ hrr tr' unnrion thcrmcrrr I
S0tAR - llo. l00XL or lXL: rprcily flodrl Zg lor strinl.s n..l hvc,
rnd pin lor ouuidr rohr pgficrrioai Xodd Zl I tor lEfF drernqrL
tlo. Ll00XL.3 . .xl.rdd ioht mod.|l for iualhtions nidr .rm $ick
inarlrtion.
llo. LLl00XL . .xtra rn.oded inlet.model'
No. 1L, lXL sizeVi"
T.mg.ntur. rod plr.lrn nlki protcrion. ll o. t L hrr fth6t th.fln o-rnt rnd tEt lea|'. flo- IXL h6 {-.rtsn!'oo thcr|losnt hid| tftGfl[o-
bond.d ptooctfurto.ting. llo. IXL€.hos 8' rrrnrion ttrrmortrt
No. 10L Size Y,r"
llc,10t -l(- dr. tGA. rod ASI.E. ar*t wlth Croft rh.mrosur.. Th..moJa6 witi grcid grotrctivr cortin3. All bton:. tody . SEinl6r rt..l t'ri$. fht.nortrt ir rcsrratr tld provrc .rcfurivJy rtidgoed rrd
mrnofrcord by l{rnr . A.C-AJC.GI
llo. Sirc
5/r lb. ,14r/2lb. 116
3L
53t
lfrdtt
W:. 3Vz-. l*-tlz- 3rh- ttlg,,
For Additional laformation, xnd,for F-TP-AS | E.
r!. t00.000
For Additional lnformation. snd for ES-|OL-|NXL.
t*/
NO. 53 nnrjurc R.lt t Y.lYr
Frsrrlnr$drrt,ffirlr|thalhr.
lt- fredr dr*r thflr C ?!.lll i:. Strn-
dfd rd.F t5, l21l rCl l$ ltr
Abo lpcLf,t.!..ihbl! rr 50 lbr" slning
No. 530
Calibrated Pressure Rellef Valve
Crlibotcd djl't3tmcnt tonrrt for aniog ntlc io
rtti:f pnsuru. Adiutoblc nn$ 50-l15 lbs.
. All bt tt coitrtsrrction srd rtrinle.r rttd rprin!.o ldnlly ruitrrl rs r by.gr:r thrrnrl *grnrion rdirf vrlvr.
llc. Si:c Hri.Jtt Widrh Wciiit
Vzor4<- 27e' llA- U2lb.rlzor9.h' ls/r- c/e lb.
Trmp.Stan
8TU/Hr.
asEEHE
ftFEffl!-!ET
=
T.atad lrC ...r.d rr.!.. -Allsl 21122
R.fkil V.r!!a r|rd A4orn.lic G.s slx,|dl Oqric.s-"
o6ba c.dir,cd
"{h
I t-z vz'
r XL.{ Iz'lXL.t rl2'
| 01.1 3h"
t00XL.{ r/r" 3Vr-l00xt{ 3ft" 3Vz'
Lt00Xl-3 e/r" ltll.'
tLf00Xl..25 3le" 431a"
t5.0q,
t5.000
lsrm
80.000
100.000
t00.000
r00.0m
llit
4
M5
M5
No. 364
Vaclum Retiet Valvcs
for Water Heater Scrvlce
Aulomrtic.lty vtnB r ryisn if vtcuum ocottr
Opcnr rrlcs rhrn X- y.ctrrrr. Orrigo fcatualr a dry
9uid. wfiich is lootld out ol thcur.t:r lnd thatnot
txpoc.d to conorion. Coctrucdon b bmuc bodyrdti dliconc di$. Marirnum nt:rgnsrn200lbl
M:ximum t.mpc..tur: 25(lF. Si:cr X., rnd X...
Aho ruigblc for rtcrm rcwicr.
N0TE: V.cuum Srlicf Vrlva rrc nor
daigncd or rpprovtd lor urr a brck.
riphonigc b.ckltow prctrntcr:. Forprokction agrinrt brctllow on othcr.pplic.tiont, r?c bactllow grc,/cntt.:.
VEIITING X" No.3GA. t3.5 CfM
CAPACITY X" No. 364 .20.0 CFM
Allsl Zll:2 'R.ltuf Vdvr. .od
Automrt'rc Gu Shut.off oniqr--0eslcll CERTIFI€0 by AG.r.
rnd ecr. Lln.d.
5t
530
t{o.36A
No. N36
Vacuum Rellef Valve
For Water Servlce
Autom:lically lenls I syrtan if t"csum
occun. opcnt at lars thrn X" rtcuum.
Aulomatic rtnting of I closld sytl.m lo
:tmosphcrc whcn l vecuum k crated,
thrrcby. pcrmitting rir to cnEr rnd prwcnt
racuum coodition: which could siphoo lh.
watcr fiom thr Jystcm and butn out I hcatlr
or colhgra a lank.
Also suitablc for steam servicc,
max- prescure l5 psi.
M.r. w:tc, working prcssurc - 200 PSl.
Mar. tcm9ctature - 25trF.
Male inlct cooncction Y' zadX".
VENTING: !1" No. N35. 13.5 CFM
CAPACITY - I" No. N36 - 20.0 C FM
j,lo. Sizc Weiaht
N35 1tz" s/e lb.
N36 31a,, t/r tb.
I a r altrtl
ral
l0
l,lo. Sirc H.igtr Ur;drh W.ighrffi164 tt." ztl" lrh- t/r tb-
-
Fo. Addidonat lnlonnption, send tor 5-36/..
thiehr (Lers
Ttcrnood Widdt llodd
3Yr-
'trtt
al!
For Addirional lnlormation. send lor S-N36.
ALL_STATE FIRE PROTECTION, INC.
6M5 E 76TH AVE. ITNIT *'2
rcMMERCE CITY, CO &N22
flrone fr3-2ffi-3901tax 303-2ffi-19ff
TRANSMITTAL LETTER
WE ARE ENCLOS.INC THE FOLLOWNG:
THESE ARE EEING SUBMITTED FOR:
w-
FOR JOB COORDINAT1ON
FOR APPBOVAL BY ARCHITECTS/OTH ERS
t1
t)(I
tl
I]
tI
YOUR RECORDS
YOUR APPROVAL
OTHER:
# coPlEs DESCRIPTION
PLEASE BETURN 3
Alr:lrvcJ as $rlnii:,:il il
c r-r r s Kr i J C r s 0 r'rl y F.]r GE! Ei [L !9Ii.clMllP,E"[I$llF l?[tlit
coplEs wlrH AppRovAL/ oB coMMENr€,lo| or| T:f,o,l_p_,9s1.1loriol(
. '-l
R:Vl;lF ANIJ RESUBMIT tr
Drilffid1T/b{S:FdT - "-J:'/rr-L' @--
Byl oye,? --1=:!*-*r*;*xiuul',1"+r1+il"1'$6tiilf fp1uiii+ffiii{U
Title:
llatc;
6re f,n l*.I'i.iBil'3llii'8,"'oiiifi il'C[d"iinl|H"P,{;p"*?'tfi iE
i',.illlii+il''il-..,i?Uiif i1P-iEi!fi$lrii'.1*19\'-4"'J,l3il
4Tl3f if
'li,i6iii'"il'&rti'ldiltt*1"*TMDESAT'rrriHisXirSi'i?olii i;Eiioiil,rnHcr or uts wonr
P
Jee
/fs
Submitted by)
oonBE/'14
vad, Co
It
42 West Meadow Driae
Vail, Colorado 81657
t0t-479-22r0
Septenber 7, L994
Ray GiblerAII-State Fire Protection
6045 E. 76tlr Ave. , #L2
Commerce Clty, Co. 8Oo22
Re: Fire Sprinkler Plans for 44 Willow Road
Vail Fire Dcpartment
Dear Mr. Gibler;
we have reviewed the resuburittal for the project titled tr44
Willow Road.rr The cornments are as follows:
1. I met with Dave Schriner (R.A. Ne1son) onidentified. three optlons for locating the FDC. Once
has made a decision as to which of the three optionscan mark the location on the plans and conpJ-etedesign work aE an addendum.
2. Heads located on Sheets 2 andcoverage, shouLd be given nodes andhydraulice.
3. The velocities between Nodes 45 and BD for Remote Area 5,
shown on Sheet 2, are too high. Specific pipe numbers include pipe
27, 29, 3I, and 34. It appears one or naybe traro sections of L L/4nneed to be upsized to L I/2t to bring the velocity down to areasonable value.
4. Node 17 on Sheet 4 appears to have a cold solder problen.
5-. The hydraul-ic calculations for Renote Area 3, pipe S (pg 2) ,sholrs the velocity between Nodes lo and 9 to be L9.2. bumrnary-Note3 indicates the velocity is 29.1. one of the two veLocities iswrong. A value of 19.2 is acceptable.
6. The hydrauLic calculations for Rernote Area 4, pipe 5, showsthe velocity between Nodes 16 and 15 to be 29.L. -This valueappears to be excessive and should be reduced. A value of 19.2 isacceptable as indicated in Iten 5.
7. The ilSilver Bulletil backflow preventor, according to UpperEagle valJ-ey consolidated water District, should be a reduleapressure backflow preventor.
site and wethe architect
they want, wethe nesessary
3, intended for 20 x 20calculated to prove the
o
Flre SprLnkler Plans for 44 Will-ow Road
Paqe 2
8. Bhe specifLc nodel of the flow indicator was not narked on thecut sheet. It appears the proper choice would be a Model 33005-24.
9. The PRV No. 530 should be set at the naxinum 175 psi.
10. The two hole soft strap, Model #8FL, ltlchigan Hanger showsapplication for CPVC and POLY. Copper is not listed on the
manufacturerrs cut sheet.
It appearg these LssueE may be resolved as work contl.nues, viafax or nail. If you desire to discuss these itens or reguire moreinformation, pleaee contact ne.
Thank You.
Sincerely,
l'[Ichael ]tccee
Fl.re Marshal
FSSr 006
cc! car:f Uurraln, Chief Buitding Offlclal
Dave Schrlner, R.A. Nelson
Gwathrney, Pratt and Schultz
.{P"i'- , YX,/r{\'u
A:.\
"
t;tev{v''d;)-
nsr:.i
t"'f"*t':2^g'YoYf6""Jil*'-Yro*ls't'$pffi',^"a
>/c{.J
ALL-STATE FIRE PROTECTION, INC.
6045 E. 76TH AVE., #12
CoMMERCE CrrY, CO. 80022
C CALCULATIONS
FOR
44 WILLOW PLACE
VAIL, COLORADO
FILE NI,MBER: WTI.LOWI
I /28 /94
Aq,'
${..rs.'
..;-REMOTE AREA *1
-DESTGN DATA-
OCCTPANCY CLASSIFICATION: NFPA 13R DWELLING
TYPS OF SPRINKLERS: CENTRAI., OPTIMA RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGE: 20 ft. x 20 ft.
NT'MBER OF SPRINKLERS CAI,CULATED: 2 heads
MINTUUM GPM REQUIRED PER SPRINKLER: 1?.0 gpn
TOtAL SPRINKLER WATER FLOW REQUIRED: 34.2 gpm
TOTAL WATSR REQUIRED (including hoee): 89.2 gpm
FLOW AND PRESSURE (e BOR): 89.2 gpm € 62.2 psi
SPRINKLER ORIFICE SIZE: 7/16 inch
NAUE OF CONTR.ACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN/LAYOUT BY: STEVE KYI,E
AUTHORITY ITAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, rNC.
ATLANTA, GA
Node
Nans
8Pr.
K-fac.
EQUTVATBNT K-FACIOR CATCULATOR
Pr€ss. Pipe dia. eipe Ftgs. Total H-Vt(psi) (in) Len.(ft) Len.(ft) coef.
Eguiv.
K-fac.
4.20 16.4 0.811 0. s0 5.00 150 4.06
Ilatd:"i, 0812811991' :'
.tOB TIILE: 44 Willow Placc Rernofs Area 11
WTTER. sI'PPIJ DATA
TSIS
TOEAT REQ'D
DEIi{A}ID PRESs.(GPM) (PSr)
89.2 62.6
Page 1
wIIJpt{1
gouRca
NODE
TAG
sttP
STA'IIC
PRESS.
(Psr )
145.0
8ESID.
PRASS. €
(PSr)
62.0
FI,O9I
(GPl.t)
705.0
AVAU.,.
PRSSS. e
(PSr )
L43.2
A@RAGATts FIJoW ANALYSIS:
SOTAL FIOW AT SOI'RCE
$OAAL EOSE STREtl.l AIJ,oIIAIICE AT SOT RCE
OTEER HOSE STREI!,T AI..IOI{AIICES
SOTAI., DIS TANGE TROU ACTIVE SPRINKI,ERS
NODE TNAI..YSIS DAIA
89 .2 CPt{0.0 GPU
55.0 GP!,t
34.2 GPU
NODB TAG
I
2
4
10
16
L7
18
19
20
44
45
46
. BOR
DON{
B8
BD
8tP
EIfiVATION
(Fr)
34.3
38.9
39.8
36.0
28,O
26.52t.5
16. s
11. s
9.5
9.5
6.5
0.5
1.0r.5
1.5
0.0
NODE TIPE
K= 4.20K- 4.06
llosB sTREAr.t
souRcE
PRESST'RE DTSCHARGE(PSr) (GPM)
16.8
17.5
24.6
27.L
4L.6
39.2
45.0
46.5
52.0
53.3
53.5
s4. 0
62.2
62.0
61.7
3? .2
52.6
L7.2
1? .0
s5.0
89.2
;:,! f {' .,.' i
2 38.9 4.1 1?.s1 34.3 4.2 16.8
PIPE TAGEND ELEV. NOZ.
NODES (FT) (K)
Pipe: 1
Pipe: 24 39.82 38.9
Pipe: 3
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
0.0 24.64.1 17. s
10
4
L7
16
L7
10
18
16
19
18
19
L7
20
18
44
20
44
20
45
44
45
46
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
0.0
0.0
0.0
27.L
24.6
39.2
41.6
39.2
2't.L
45.0
41.6
46.s
45. O
46.5
39.2
52.0
45.0
s3.3
52.O
53.3
52.O
s3.5
53.3
53.5
54.0
3.80
3.80
36.0
39.8
Pipe: 4
26.s
28.0
Pipe: 5
26.5
36.0
Pipe: 6
21. s
28.0
Pipe: 7
16. s
2L.5
Pipe: I
16.5
26.s
Pipe: 9
11.5
2L.5
Pipe:10
9.5
11.5
Pipe:11
9.5
11. s
Pipe:12
9.5
9.5
Pipe: 13
9.5
6.5
34.20.0 L2.6
0.0
-9.80.0 3.6
0.0
34.20.0 L2,6
0.0
9.80.0 3.6
0.0
-4.50.0 1 .6
0.0
24.40.0 9 .0
0.0
14. 3
0.0 5.2
0.0
8.20.0 2.0
0.0
6.1
0.0 1.5
0.0
14.30.0 2.5
0.0
20.00.0 3.5
0.0
1.055 PL
150 FTG
0.226 TI'
1.055 PL 105.40
150 FTG 6E2T
0.022 TL 138.60
1.0s5 PL 17.00
150 FTG E2T
0.226 TL 35.20
1.055 PL 16.00
150 FlG ET
o.022 rL 26.60
1.055 PL 84.60
150 FTG 5E3T
0.005 TL L22.40
1.055 PL 11.50
150 FTG 281
0.121 tL 25.10
1.055 PL 3?.40
150 FTG 2E2T
0.045 TL 58.60
1.291 PL 71 .50
150 FTG 3E
0.006 TL 85.00
L.29L PL 78.40
150 FTG 7E4T
0.003 TL 146.30
1.52? Pt 3.90
150 FTG T
0.007 TL 16.00
t.527 PL 34.50
150 FTG 2ET
0.014 TL 58.60
t spRrNrs.ER sysrEu rrvDRAttLrc t,"rr.Date: 08128/L994
JOB TITIJE: 44 Willos Place Remote Area 11
PIPE DATA
O(GPM) DIA(IN) LENGTH
PT DrSC. VEL(FPS) H9J(C) (FT)
(PSr) (GPu) F.L, leT
t7 .2 0.811 PL 8.90
17.0 10.7 150 FTG E
r7.2 0.229 TL 11.90
34.2 1.055 PL 26.900.0 L2.6 1s0 FTG 2E
17.0 0,226 rL 32.90
Page 2
PRESS.
sttM.
(Psr )
2.7
2.0
0.8
7.4
0.4
1.. 1
0.9
-1 .6
1.1
3.1
-0.6
0.1
8.0
-4. 1
1.1
0.6
-2.80.1
0.6
-2.20.0
3.0
-4. 3
0.5
2.6
-4. 3
0.2
0.5
-0.90.0
0.5
-0.90.0
0.1
0.0
0.0
0.8
1.3
0.1
trl
::
PIPE TAGEND ELEV. NOZ.
NODES (FT) (K)
Pipe: 1446 6.5 0.019 16.5 0.0
Q(GPM) DIA(IN) LENGTH
vEL(rPS) Hw(C) (Fr)
F.L. /FT
20.0 1.05s PL 18.807.3 150 FTG EzT
0.083 TL 37.00
34.2 2.009 PL, 16.803.5 150 FTG 2E
0.010 fL 32.00
PT DISC.(PSr) (GPM)
54.0 0.046.5 0.0
Page 3
PRESS.sw.
(Psr )
PF 3.1PB *4.3
PV 0.4
Pipe:15BD 1.5 0.0 57 .2 0.045 9.5 0.0 53.s 0.0
PF
PE
PV
BS
BD
Pipe: 16
1.5
1,5
0.0
0.0
6t.?
57.2
62.O
6L.?
62.2
62..0
FIXED PRSSSURE IOSS DEVICE0.0 4.5 pei, 34.2 gpn
0.0
PF
PE
PV
DOM
BS
BOR
DOM
Pipe:171.0 H.S.1.5 0.0
Pipe: 180.5 0.01.0 H.S.
34.2 2.46s PL
55.0 2.3 1s0 8TG0.0 0.004 TL
a9.2 2.465 PL0.0 6.0 150 FTGss.o 0.021 TL
0.50
0. s0
0.50
0.50
PF O.OPE -0.2PV 0.2
l r"*r*R sYsrEM HyDRAnLrc l,"r*Date: o8/281L994
JOB TITIJE: 44 tlillow Place Remote Area *1
PIPE DATA (cont. )
Pipe: 19 89.2 4.220 PL 61.00 PF O.2suP 0.0 sRcE 62.6 (N/A) 2.0 140 FTC 42.60 PE -0.2BOR 0.5 0.0 62.2 0.0 0.002 TL 103.60 pV 0.0
NOTES:(1) Calculations rrere performed by the HASS 5.8.0 computer progran
under licenee no. 8115J 49 granted by
flRS System6, Inc.
219 3 Ranchwood Dr., N.E.Atlanta, cA 30345
(2) The Byatem has been balanced to provide an average
inbalance at each node of 0.006 gprn and a maximum
imbalance at any node of 0.09? gpn.
(3) Velocity preaaures are printed for information on1y, and arenot used in balancing the system. Maximum water velocityie 12.6 ft/eec at pipe 5.
0.3
-3.50.1
0.0
-o.20.0
*t{ ':r, i' , I ,"*r ,*,grgrnr:rronetnr" lorr*Date: O81281L991
.tOB TITLE: 44 Willow Placc Rsnote Area *1
(4) PrPE FITTIIfCS ltABt.E
Pipe Tabl€ Nane: cUSTotit.PxP
Paga ,[ ,,,
PAGE: B UATERLAIJ: Copper HtfC: 150Dianctcr Eguivalcnt ritting l€ngtbs in Feet(in)ETLCBGADEII Tee 45 Chkvlv Butvlv Gawlv AlnVlv Dry'ltlv
0.811
1.055
1.291
L.527
2.009
2.465
3.00 4.50 1.50 7.603.00 ?.60 1.50 7.604.50 9.10 1.50 10.606.00 12.10 3.00 13.50
7 .60 15.10 3.00 16.509.10 18.10 4.50 21.10
9.10 1.50 0.00 0.009.10 1.50 0.00 0.009.10 1.50 0.00 0.009.10 1.50 0.00 0.009.10 1.50 0.00 0.0010.60 1.s0 21.10 21.10
ErDRAnr,rc lorr*Page 5
atOB !tl'!IrE! {4 Willow Place Renote Area tI I
T'AIBR sT'PPLY CI'RVE
180+
165+
I150+*
I135+
\0\\
\\
P120
RI
s
s105
U
R
E
90
(
P
sI?5
)
+
+
+
\\
\\\\
\\
\\\\\
\\
60
<-62.0 pei € 705 gpm
Flow TeEt Polnt
45+
I30+
15+
!(=
0=
LEGEND
Required water Suppl.y
62.s9 pei t 89.2 gpn
Available ltater Supply
143.19 pei € 89.2 qpn
+
lx+
200 300 400 500 600 ?00
FLOW (GPI')
1000
o
ALL-STATE FIRE PROTECTION, INC.
5045 E. 76TH AVE., *12
CoMMERCE CITY, CO. 80022
HYDRAULIC CALCULATIONS
FOR
44 WTLLOW PTACE
vArL, coLoRADO
FILE NI'UAER: WILIOW2
8/28/94
REMOTE AREA #2
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: NFPA. 13R DWELLING
TYPE OF SPRINKIJERS: CENTRAL OPTII.{A RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGE: 20 fE. x 20 ft.
NT'MBER OF SPRINKLERS CALCULATED: ]. head
MINIMIru GPU REQUIRED PER SPRINKLER: 24.0 gpnT
BOTAL SPRINKIJER WATER FLOW REQUIRED: 24.0 gpm
TOTAT WATER REQUIRED (including ho6e): 80.4 gprn
FLOW AND PRESSURE (t BOR): 80.4 gprr 0 80.1 psi
SPRINKLER ORTFICE SIZE: 7/16 inch
NAI.IE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN,/LAYOUT BY: STEVE KYLE
AUTHORITY HAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRA},I
HRS SYSTEMS, rNC.
ATLANTA. GA
I ,".roo'R srsrtsu HrDRAItr,rc 0".r"Date: OAl28lL994
JOB TI$.E: {l tfillos Place Renote Area f2
I'AIER SI'PPLY DATA
NODE AIIALYSTS DATA
NODE TAG BLEVATION
(Fr)
39.1
RESID. FIOT{
PRESS. €(PSr) (CPu)
62.0 705.0
NODE TY?E
K= 4.20
PRESSURS DTSCNAREE(PSr) (GPM)
32.7 24.0
SOURCE
NODE
TEG
suP
STATIC
PRESs.
(PSr )
I'15.0
AVAIL.
PRESS. E
(PSr)
143.6
TOTAI,
DEI{AIID
(GPM)
79.0
Page 1
TfILIOT2
R,SQ'D
PRESS.
(PSr )
80.4
AGCRACATB trIOW ANAIYSTS:
TOTAL TTOT{ AT SOURCE
TOIAL EOSE STREAI.! AI'IOWANCE AT SOURCE
OTTTBR EOSE STREAI.I ALIPWANCES
TOAAI, DISCIIARGE FROU AETIVE SPRINKI,ERS
79.0
0.0
55.0
24.0
GPU
GPI,T
GPI.T
GPU
' i tO gpnnncen'.8rgrnt,EiDRA.tr,ralorrrr..,,," pagc 2.,.:,,t!,;',Datc: 0812811991
JOB IIIELE: {{ ||illow Placc R€ootc Area *2
{,
NODE TTG ELBVIIION(m)
39.8
36.0
28.0
26.5
21. s
15.5
- 11.5
9.5
9.5
6.5
0.5
1.0
1.5
1.5
0.0
NODE TT?B PRESSI'RI DISCSARGE(Psr) (cPDr)
4
10
16
L7
18
19
20
44
45
46
BOR
DOt{
BS
BD
SUP
HOSE SIREAU
50.2
52.3
61.5
60.5
54.6
66.4
?0.3
?L.4
71.5
72.4
80. 1
79.8
79.6
?5.1
80.4
55.0
79.0
Date: 08/28/1994
iIOB TITLE: 44 Willow Place Remote Area *2
PIPE DATA
PIPE TAGEND ELEV.
NODES (FT)
Pipe: 1
F. L,. ,/Ff
0.811 PL 25.70
150 FTG 4ET
0.422 Tr. 42.20
1.055 PL 3.80
150 FTG
0.117 TL 3.80
1.055 PI., 105.40
150 FTG 6E2T
0.012 TL 138.60
1.0s5 PL 1?.00
150 FTG EzT
0.117 TL 35.20
1.05s PL 16.00
150 FTG ET
0.012 TL 26.60
1.0s5 PL 84.60
150 FTG 5E3T
0.003 TL L22.40
1.055 PL 11.50
150 FTG 2ET
0.063 TL 25.10
1.055 PL 37.40
150 FTG 2E2I
0.023 TL 58.60
L.29L PT, 71.50
150 FTG 3E
0.003 tt, 85.00
1.291 PL 7A.40
150 FTG 7E4I
0.002 TL 146.30
I.52'1 PL 3.90
150 FTG T
0.004 TL 16.00
L.527 PL 34.50
150 FEG 2EF
0.007 TL 58.60
1.055 PL 18.80
150 FTG E2T
0.043 TL 3?.00
Page 3
PRESS.
suu.
(Psr)
PF 1?.8
PE 0.3PV 1.5
PF O.4P8 -1 .6
PV 0.5
PF 1.5PE -0.6PV 0.0
PF 4.1PE -4.1PV 0.5
PF 0.3
PE -2.8PV 0.0
PF 0.3PE -2.2PV 0.0
PF 1.6PE -4.3Pv 0.3
PF 1.4PE -4.3PV 0.1
PF 0.3PE -0.9PV 0.0
'Ii
NOZ.
(K)
Q(GPI.{) DIA( IN) LENGTEPr Drsc. VEL(FPS) Hw(C) (rT)
(Psr ) (GPM)
4
3
39.8 0.039.1 4.2
Pipe:236.0 0.039.8 0.0
Pipe: 326.5 0.028.0 0.0
Pipe:426.5 0.036.0 0.0
Pipe: 5
21 .5 0.028.0 0.0
Pipe:616.5 0.02L.5 0.0
Pj-pe:7
16.5 0.026.5 0.0
Pipe:8
11.5 0.02L.5 0.0
Pipe:9
9 .5 0.011.5 0.0
Pipe: 109.5 0.0
11 .5 0.0
Pipe: 11
9.5 0.0
9. s 0.0
Pipe:129.5 0.06.5 0. 0
Pipe: 13
6. s 0.0
16. s 0.0
24.00.0 14.9
24.O
24.O
0. 0 8.8
0.0
-6.90.0 2.5
0.0
24.O
0 .0 8.8
0.0
6.90.0 2.s
0.0
-3.10.0 L.2
0.0
t7.L0.0 6.3
0.0
10. 00.0 3.7
0.0
50.2
32.7
52.3
50.2
60.5
61.5
60.5
52.3
64.6
61. s
66 .4
64,6
66.4
60.5
70.3
64.6
10
4
L7
16
T?
10
18
16
19
18
19
I7
20
18
44
20
44
20
45
44
45
46
46
19
5.7?L.4 0. 0 1.470.3 0.0
7t.4
?o.3
71.5
7L.4
71.5
't2 .4
72 .4
66 .4
0.3
-0.90.0
0.L
0.0
0.0
0.4
1.3
0.0
1.6
-4. 3
o.2
4.30.0 1. 0
0.0
10.00.0 1.8
0.0
14.00.0 2.5
0.0 ,
14.00.0 5.1
0.0
PF
PE
PV
PF
PE
PV
PF
PB
PV
PF
PE
PV
Date: oB/zB/Q 'PRTNKLBR
sYsrEM HYDRAULT. Gtt"
JOB TITLE: 44 Willow Place Remote Area *2
PIPE DATA (cont. )
PIPE TAG
END ELEV.
NODES (FT)
Pipe:17BOR 0.5 0.0 80.1DOr{ 1.0 H.S. 79.8
Pipe: 18 79.0 4.220 PL 51.00suP 0.0 sRcE 80.4 (N/A) 1.8 140 FTc 42.60BOR 0.5 0.0 80.1 0.0 0.001 TL 103.60
NOTES:(1) Calculations were perforned by the HASS 5.8.0 computer program
under license no. 8115J 49 granted by
HRS Sy6tens, Inc.
219 3 Ranchnood Dr., N.E.Atlanta, cA 30345
(2) The syatem has been balanced to provide an average
imbalance at each node of 0.004 gprn and a maximum
imbal-ance at any node of 0.054 gpn.
(3) Velocity presauree are printed for information only, and arenot used in balancing the Bystetn. Maximun water velocityis 14.9 fElsec at pipe 1.
Page 4
Q(GPM) DIA(IN) LENGTH PRESS.NOz. Pr Drsc. v8L(FPs) Hw(C) (FT) Stnt.(K) (Psr ) (GPM) F.L. lFT (Psr)
24.0 2.009 Pr., 16.80 PF 0.20.0 ?5.I 0.0 2.4 150 FTC 2E PE -3.50.0 7L.5 0.0 0.00s rL 32.00 Pv 0.0
FIXED PRESSI'RE I.,OSS DEVICE0.0 79.6 0.0 4.5 psi, 24.0 gpm
0.0 75.L 0.0
#
tr
i
BD
45
BS
BD
Pipe:14
1.5
9.5
Pipe:15
1.5
1.5
Pipe:161.0 H.S.1.5 0.0
24.0 2.465 PL55.0 1.6 150 FTG0.0 0.002 EL
79.0 2.46s PL0.0 5.3 150 FTG55.0 0.017 TL
PF
PE
PV
DOM
BS
79.8
79.6
0.50
0.50
0. s0
0.50
0.0
-0.20.0
PF O.OPE -o.2PV 0.2
PF 0.1PE -0.2PV 0.0
:i;:stii:::.:.:::..:: : :: i:
;: i, i:r.:. 'ririt,: r:'.i;l O'PRTNKLER sYsrEr.{ HTDRAutrc\[Dates 08/28/1994 \\
JOB TITLE: 44 WiIIow Place Renote Area *2 ',\
PAGE: B
Diameter
( in)
0.811
1.055
L.29L
L.527
2.009
2.465
T
Tee
4.50
7.60
9. 10
12. 10
15. 10
18.10
t9.00'q,.00
\opl.\O21. ir 2
5 .. ,; ::-
'1
fl
H
f;l
(4) PrPE FITTINGS TAALE
Pipe Table Nane: CUSmU.PIP
MATERIAL: Copper HYIC: 150Eguivalent Fitting LeFitting Lengtls i: \FeetCBCAN
45 chkvlv Butv1v Gat k AlnVlv DryVIvI
EEll
3.00
3.00
4.50
6.00
7 .60
9.10
L
1.50 7.60 9.10 1.5.' ' 0.001.50 7.601.50 10. 603.00 13.603.00 16.60 9.10 1.50
4.50 21.10 10.60 1.50
9.10 1.s0:9.10 1.50,
9 . 10 1.5('
0.
0.
0.
0.
0.
1.
00
e0
ee
0q
o0
10
:tr
.0
.o
.1
..riiiriiiiiiiilii.iliiiiiii O."*rn*ER sysr'M HyDRAUr.rc tlrr*:::i..::::.: t:::::. Date: ogl2glLgg4- i JoB rIT!,E! 44 Willow place Remote Area #2' TIATER SI'PPLY CURVE
180+
I
I165+
150+*\
lorrt\135+ \\t\t\\lrP120+ \\
R
E
s
)
S105+
U
R
E
90+
il,.I 75+
60+
t <-62.0 pei € 705 gpnr
Flow TeBt Point
45+
I30+LEGEND
X = Reguired l{ater Supply
80.41 pei 0 ?9.0 gpm
15+
0 = Available water Supply
143.55 pei € 79.0 gpm
200 300 400 s00 600 700 800 900 1000
FLOW (GPM)
ALL-STATE FIRE PROSECIION, INC.
6045 E. 76rH AVE., *12
coto{ERcE crrY, co. 80022
HYDRAUL,IC CA.LCI'I,ATIONS
FOR
44 t{ILIOt{ PLACE
vArL, colo&Nlo
FILE NI,I.IBBRS I|ILI{,IN3
8128/e1
RE}TOTE EREA 13
-DESIGN DATA-
OCCI'PTNCT CIASS IFICATION :NFPA 13R DWBLLING
TIPE OF SPRIf,KI.,ERTI: CENTRAI, OPTII.IA RSSIDENIIAL CONCEAIIBD PENDEilTS
BA8I8 OF COVER.f,GE:
til,UBER OF SPRINKI.ER,S CAIJCT'LATBD:
I{INIUI'I' GPU REQUIRED PBR SPRIITKLER:
FtI)tN ttfD PRESSIIRE (€ BOR):
SPRINN,ER ORIFICE SIZE:
20 ft. x 20 ft.
3 heads
17.0 gpn
107.4 $m 0 87.5 pal
7/16 inch
TOITAL 8PRINKTJER I{ATER FI.oW REQUIRED: 52.4 gPM
TqtAIr IfATBR REQUIRED (including hoae): 10?.4 gpto
XAl.tE OF CONrRACIOR: AL,IJ-STATE FInf PROTECTION, INC.
DESIGH/I.AYOUT BY! STE\,B KYIJE
AUTIIORITI HAVIITC JURISDICTION: VAII., FIRA PREVENIION
CALCITTATIONS BY HASS COI.IPUTER PROGRAI.i
HRS SYSTEUS, rNC.
ATLANTA, GA
Page 1
WIUITN3
atOB trITLE3 {{ Wlllory Place tt€mote Area f3llAItR SI!PP!,I DATA
souRcE
T{ODE
TIG
8T'P
STATIC
PRE8g.
(PSr)
14s.0
FL,Otf
(GPr{)
705. 0
RBgID.
PRASS. e(Psr)
62.0
AVAIL.
PRESS. E
(Psr )
L42.4
TOTAI, REQ.D
DEMAIID PRESS.(GPM) (PSr)
10? .4 87.9
AGGRECATE FIOW ENAI,ISIS!
TOTAJ.. FLoIT AT SOURCE
[OTEI', EOSE STNEN,T AITPNANCE Af SOURCE
OITIER UOSE 8TR8NI AI.LqIANCBS
TOTttrr DISCHIRGE FROU ACTM SPRINKLERS
NODE NIAI,TSIS DATA
107.4 GPrl
0.0 GPtt
55.0 GPtl
52.4 GPM
rODE TAG
5
6
7
8
9
10
16
L7
18
19
20
44
{5
16
BOR
IX)u
BS
BD
guP
EI.BT'ATIO}I(rr)
36.6
37.s
37.5
36.6
37.5
35 .0
28.0
26.5
21.5
16.5
11.5
9.5
9.5
6.5
0.5
1.0
1.5
1.5
0.0
M)DB TIPE
K= 4.20K- il .20
K= 4.20
HOSE STREAI.I
souRcE
PRESST'RE
(PSr )
16.4
18.6
20.5
16.8
20.8
32.5
60.2
54.1
64.3
65.1
74.4
76.4
76.?
76.2
8?.5
87.2
8?.0
82.s
87 .9
DISCBARGE
(GPM)
17.0
18.1
L7.2
s5.0
L07 .4
O r"*r"*""R sYsrEM EYDRAttLTc l"r*Page 2
Dates 0812811991
JOB TITLE: 44 tfillow Place Remote Area *3
PIPE DATA
PIPE TAG
END ELEV.
NODES (FT)
NOZ.
(K)
Q(GPM) DIA(IN) LENGTIIPT DISC. vEL(FPs) Hw(c) (Fr)
(PSr) (GPM)F.L./FT
PRESS.
STJM.
(Psr)
Pipe: 1? 37 .5 0.0s 36.6 4.2
Pipe: 27 37 .5 0.06 37.5 4.2
Pipe: 3
17.0 0.811 PL20.5 0.0 10.6 150 FtG
16.4 17.0 0.223 Tr'
18.1 0.811 Pt
20.5 0.0 11.3 150 FTG
18.6 18.1 0.251 TL
6.70
3ET
20.20
1. s0
2E
7.50
1.30
4.5
0.4
0.8
1.9
0.0
0.9
PF
PE
PV
PF
PE
PV
9
7
9
8
37.5
37.5
Pipe: 4
37.5
36.6
Pipe: 5
36.0
37.5
Pipe: 6
26.s
28.0
Pipe: 7
26.5
36.0
Pipe: 8
2L.5
28.0
Pipe:9
16. s
2L.5
Pipe:10
16.5
26.5
Pipe:11
11.52t.5
Pipe:12
9.5
11.s
Pipe:13
9.s
11.5
0.0
0.0
0.0
4.2
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
35.120.8 0.0 r2.9
20. s 0.0
1.05s PL
150 FTG
0.237 tL 1.30
0.811 PL 5.?0
150 FTG 3ET
0.229 tL L9 .20
1.055 PL 8.60
150 I'TG 2El
0.49? TL 22.20
1.055 PL 105.40
150 FTG 6E2T
0.049 TL r.38.60
1.05s PL 17.00
150 FTG E2T
0.497 TL 35.20
1.055 PL 16.00
150 FTG ET
0.049 TL 26.60
1.055 PL 84.60
150 FTG 5E3T
0.012 TL L22.40
1.291 PL 71.s0
150 FTG 3E
0.013 TL 85.00
PF 0.3PE O.OPV 1.1
52.332.5 0.0 t9 .220.8 0.0
L7.20.0 10.7
L7 .2
-15 .00.0 5. s
0.0
20.8
16.8
54. 1
60.2
4.4
0.4
0.8
11.0
-0.62.5
6.8
-0.6
0.2
L7 .5
-4. I
2.5
1.3
-2.8
0.2
L.4
-2,20.0
6.7
-4.31.3
5.8
-4.3
0.4
t.1
-0.90.1
1.1
-0.90.0
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
10
9
L?
16
t7
10
18
16
19
18
19
L7
20
18
44
20
44
20
s2.3
54. 1 0.0 L9 .232.s 0.0
64.3
60.2
65.1
64.3
6s.l
54.1
74.4
64.3
76.4
74.4
15 .00.0 5 .5
0.0
-6 .80.0 2.s
0.0
37.4 1.055 PL 11.50
0.0 L3.7 150 FTG 2ET
0.0 0.266 TL 2s.10
2t.8 1.055 PL 37.400.0 8.0 150 FTG 2E2T
0.0 0.098 TL 58.60
t2.50.0 3. 1
0.0
76.4 0.074.4 0.0
9 .3 1 .291 PL 7A.402.3 150 FTG ?E4T
0.008 TL 146.30
PIPE TAGEND ELEV. NOZ.
NODES (Fr) (K)
Pipe:1445 9.5 0.044 9.5 0.0
Pipe:1545 9 .5 0.046 6 .s 0.0
Pipe:1646 6.5 0.019 16.5 0.0
Pipe:17BD I .5 0.045 9. s 0.0
Pipe: 18BS 1.5 0.0BD 1.5 0.0
82.5
76.7
Page 3
52.3 L.527 PL 16.80 PF 2.40.0 9.2 150 FTG 2E PE -3.50.0 0.082 TL 28.80 PV 0.6
FIXED PRESSURE I,OSS DEVICE87.0 0.0 4.5 psi, 52.3 gpn
82 .5 0.0
Pipe:
DOM
BS
Pipe:
BOR
DOM
Pipe:
suP
BOR
NOTES:
19 52.3 2.465 PL1.0 H.S. 8?.2 55.0 3.5 150 Frc1.5 0.0 87.0 0.0 0.008 TL
0.50
0 .50
20 107.3 2,465 PL 0.500.5 0.0 8?.5 0.0 7.2 150 FTG1.0 H.S. A?.2 ss.o 0.030 Tt 0.s0
2L 107.4 4.220 PL 61.000.0 sRcE 8?.9 (N/A) 2.5 140 FTG 42.500.s 0.0 87.s 0.0 0.002 TL 103.60
PF
PE
PV
PF
PE
PV
PF
PE
PV
0.0
-o.20.1
0.0
-o.20.4
0.3
-0.20.0
(1) Calculations were performed by the HASS 5.8.0 computer programunder'license no. 8115J 49 granted by
HRS System6, Inc.
219 3 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The Bystem has been balanced to provide an average
imba.Lance at each node of 0.009 gprn and a maxinumimbalance at any node of 0.159 gBn.
(3) Velocity preasures are printed for i.nformation only, and arenot used in balancing the systen. Maximum wat.er velocityis 19.2 ftlsec at pipe ?.
O,"*r**ER sYsrEM HyDRAnLrc t"r*Date: 08/28/L994
JOB TITLE: 44 WilLow Place Remote Area *3
PIPE DATA (cont. )
Q(CPM) DrA(rN) LENGTH PFASS.Pr Drsc. VEL(FPS) Hw(C) (FT) SrrM.(Psr) (GPM) F.L./FT (PSr)
21.8 t.527 PL 3.90 PF 0.376.7 0.0 3.8 150 FTc T PE 0.076.4 0.0 0.016 TL 16.00 PV 0.1
30.5 L.527 PL 34.50 PF 1.876.7 0.0 s.3 150 FTG zET PE 1.376.2 0.0 0.030 TL s8.60 Pv 0.2
30.5 1.055 PL 18.80 PF 6.876.2 0.0 11.2 150 FTG E2T PE -4.365.1 0.0 0.183 TL 37.00 Pv 0.8
t r""rro"R srsrE' ErDRAsr,rc t"r* Pagc 4 : -Date! 08/281L994
iIOB tITtE: 44 lflllow Place Renote Arca *3
({) PIPE FITTINGS TABT,E
Pipe table tfame: CUSTO{.PIP
CBCAD{5 chkvlv BUwIV GatVlv Alnvlv Dq^tlv
PACE: B
Dianet€r
( in)
0.811
1.055
7.29L
t.52?
2.455
0.00 0.000.00 0.000.00 0.000.00 0.00
21. 10 21. 10
UAIERIAL: Copper gWCs 150
Bquivalent Fitting Lengths in FcetBTLEll Tee
3.00 {.50 1.503.00 7.60 1.504.50 9.10 1.505.00 12.10 3.00
9 .10 18.10 4.50
7.60 9.10 1.507.60 9.10 1.5010.60 9.10 1.5013.60 9.10 1.5021.10 10.60 1.50
PagG 5
itOB IITIrE: 44 l{illos Place Renote Area *3
WAITER SUPPIJ CUR\TE
180
165
150
135
90+lx
I75+
\0\\
\\
\\
P1
R
E
s
s1g
R
E
(
P
sI
)
20+
I05+
60+
I45+
\\
\\
\\
\\
\\
\\
\\
<-62.0 psi 0 705 gpn
FIow Teet Point
30+
15+
X = Required Water Supply
8?.93 pei t 10?.4 gpn l
0 = Available Water Supply t
142.4s pei € 107.4 gpn
I0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 s00 600 ?00 800
FL,OW (CPM)
900 1000
ALI.I-STATE PIRE PROTECTTON, INC.
6045 E. 76gH AVE., +12
COT.IUERCE CITY, CO. 80022
HIDRAT'LIC CALCT'IATIONS
FOR
44 WII..IOI{ PLACE
VAIL' COISRADO
FILE NT,MBER! WII,IOT|iT
8/28t94
REI{CTTE ANEA *4
-DESIGN DATA-
OCCUPAIICI CIASSITICAaION !NrPA 13R DI{ELLING
ffPE Of SPRINKr,ERS: CEIITRAL OPTIIIA RASIDENTIAI CONCEALED PENDENIS
AASIS OT COVARAGE:
NUI{BER OF SPRTNTCI,ERS CAICUIATED:
20 fx. x 20 ft.
4 headE
tlltsntw GPll REQUIRED PER SPRINKL,ER: 17.0 gipn
IOTIL SPRINKLER WAIER FLOW REQUIRED: 79.4 gpn
TOmI, WAIER REoUIRED (including bose): 134.4 gpn
SI'|oW AxD PnESSURE (€ BOR): 134.4 gpn € 104.5 pei
SPRINKI,ER ORIFICE SIZE: ?/L6 inch
NAT.IE OF CONTRACIOR: AIL-STATE TIRE PROTECTION, INC.
DESIGN/I,AYOUT BY! STSVE KYI,E
AUTIIORITI HAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAII
HRS SYSTEMS, INC.
ATI,ANTA, GA
Node
Name
sPr.
K-fac.
EQUIVAI,ENT K-FACTOR CALCUI.ATOR
Preaa. Pipe dia. Pipe FtgB. Total(pei) (in) Len. (ft) Len. (ft)
g-w Equlv.
coef,. K-fac.
14, 15 4.20 16.4 0.811 0.50 s.00 {.06150
Dates 08/28/L991
JOB IITI,E: {l Willow Place Remote Area l,l
WATER sT'PPI,T DATA
TOTAL
DEMA}TD
(GPrr)
134.4
DISCTTARCE
(GPlr)
17 .0
18.5
20.5
23.3
55.0
134.4
.''.'..'
Prgo .r1.ii€ ;l:-..r'1," 11I'IIIINNfI' r' .
NEO'D
PRESS.
(Psr )
105.1
SOI'RCE
NODE
TAG
suP
STATTC
PRESS.
(PSr )
145.0
RESID. FI,OIY
PRESS. T(PSrl (cPu)
NODE TTPE
K= 4.20
K= 4.20
13{.,1 GPll
0.0 GPtd
55.0 GPtl
79.4 GPrl
NODE TAG
l1
L2
13
14
15
16
L7
18
19
20
44
45
46
BOR
DOM
BS
BD
sttP
ELEVATION
(FT)
36.4
36.4
36.4
35.5
3s.5
28.0
26.5
2L.5
16.5
11.s
9.5
9.5
6.s
0.5
1.0
1.5
1.5
0.0
K= 4.06
K= {.06
PRBSST'RB
(PSr )
15.4
19.4
23.5
25.6
33.0
51.5
69.6
68.5
77.L
49.7
93.8
94.6
92.9
104. s
L04.2
104.0
99.5
105. 1
nosE_sTREill
SOURCB
O ,"**R srs,,il ErnRAnr,rc llot *$
4l
rl
I
62.O 705.0 141.1
AGGREGATE FIJoW AIIAI,YSIS:
TOAAI, FIPT{ AT SOURCE
Tc|lIAL UOSE STREAII AI,IOTIAIICE AT SOURCE
OIMER HOSE STREAI.{ AIJfiIAilCES
$OIIAL DTSCEARGB FROI{ ACIIVE SPRINKLBRS
NODE ANAI,,ISIS DATA
AVAIIJ.
PRESS. T
(PSr)
O
'PRTNKTJER
sYsrEM "-*u"rso""r*Date: 08128/L994
itOB TITIJE: 44 Willow Place Remote Area 14PIPE DATA
PIPE TAG Q(GPM) DIA(IN) I.,ENGTHEND ELEV. NOZ. pT DISC. VEL(FPS) HyJ(C) (Fr)NODES (Fr) (K) (psr) (cpM) F.rJ./Fr
Pipe: 1 1?.0 0.811 pL 19.9013 36.4 0.0 23.5 0.0 10.6 1so F1'rc 4E11 36.4 4.2 16.4 17.0 0.223 TL 31.80
Pipe: 3
3s.5
36.4
Pipe: 415 35.5t4 35.5
Pipe:5
4.1
0.0
25.6
23.5
4.1 33.04.1 25.6
0.0 51.54.1 33.0
0.0 69 .60.0 51.5
0.0 68.50.0 sl .5
o.0 77 .L0.0 68.5
0.0 77 .L0.0 69.6
s6. 123.3 20.6
20.5
79.4
0.0 29 .l
23.3
24.90.0 9.2
0.0
54.40.0 20.0
o.0
15.50.0 5.7
0.0
24.90.0 9.2
0.0
38.90.0 L4.3
0.0
22.30.0 5.5
0.0
16.60.0 4.L
0.0
38.90.0 6.8
0.0
1.055 PL
150 FTG
0.564 TIJ
Page 2
PRESS.
sul.{.
(PSr )
PF ?.LPE O.OPV 0.8
PF 4.1PE O.OPV 0.9
L.7
-0.41.L
7.4
0.0
2.4
L5.2
-3.2
5.7
L7.s
-0. 6
0.6
L4.2
-2.82.7
6.4
-2.20.2
3.2
-4. 3
0.6
16. 8
-4.3L.4
3.3
-0.9o.2
3.3
-0.90.t
0.8
0.0
0.3
13
L2
L4
13
Pipe:236.4 0.0 23 ,536.4 4.2 19.4
18.5 0.811 PL0.0 11.s 150 FTG18.5 0.261 TL
35.5 1.055 PL20.5 13.0 150 FTc0.0 0.242 rL
8.00
ET
15.50
?.10 PF
PE
PV
PF
PE
PV
PF
PE
PV
PP
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
44
20
7.10
13.20
13 .20
16
15
T7
16
18
L6
19
18
19
L?
20
18
44
20
45
44
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
89.7
68.5
93.8
49.7
93.8
89.7
94 .6
93 .8
28.0
35.5
Pipe: 5
26.5
28.0
Pipe:7
21.5
28.O
Pipe: 8
16. s
2L.5
Pipe: 9
16.5
26.5
Pipe:10
11. s
21 .5
Pipe:11
9.5
11.5
Pipe: 12
9.s
11. s
Pipe:13
9.5
9.5
1.05s PL 11.20
150 FTG E
1.073 TL 14.20
1.055 PL 105.40
150 FTG 6E2T
0. 126 Tr., 138.60
1.0s5 PL 16.00
150 FTG ET
0.534 TL 26.60
1..055 PL 84.60
150 FTIG 5B3T
0.0s2 TL r22.40
1.0s5 PL 11.50
150 FNG 2ET
0.126 TL 25.1O
1.055 PL 37 .40
150 ATG 2E2T
0.287 TL s8.60
1.291 PL 71.50
150 FTG 3E
0.038 Tr, 85.00
1.291 PL 78.40
150 I'TG ?E4T
o.022 TL 146.30
L.527 PL 3.90
150 TTG T
0.047 TL 16.00
'
'PRTNKLER
sYsrEu ""o*u"r"*,""rr.Page 3Date3 08/28/L994
;tOB :tITLEs ,l{ Willou Place Remote Area *4PIPS DATA (cont.)
PIPE TAG o(cpM) DrA(rN) LENGTH PRESS.END ELEV. NOz. pT DrSC. VEr,(FpS) Hw(C) (Fr) SnM.NODES (FT) (K) (psr) (GpM) F.L.,/FT (psr)
Pipe: 14 40.5 L.527 pL 34.50 pF 3.015 9.5 0.0 94.6 0.0 7.t 150 FTG 2ET pE 1.346 6.5 0.0 92,9 0.0 0.0s1 TL 58.60 pv 0.3
Pipe: 15 40.s 1.055 pL 1B.BO pF 11.446 6.5 0.0 92.9 0.0 14.9 1s0 FTG EzT pE -4.319 16.s 0.0 77,L 0.0 0.309 rt 3?.00 pv 1.s
Pipe:16 79.4 2.009 pL 10.80 pF 1.5BD 1.5 0.0 99.5 0.0 8.0 150 FTG 2E pE -3.545 9.5 0.0 94,6 0.0 0.047 TL 32.00 pV 0.4
Pipe: 17 FIXED PRESSURE LOSS DEVICEBS 1.5 0.0 104 . 0 0. 0 4. 5 pei, ?9.4 gproBD 1.5 0.0 99. s 0.0
Pipe: 18 79.4 2.465 pL 0.50 pF 0.0mM 1.0 E.s. Lo4.2 55.0 s.3 150 Flc pE -O.2BS 1.5 0.0 104.0 0.0 0.017 rL o.so pv o.2
Pipe: 19 134.4 2.465 pL 0.50 pF 0.0BOR 0.5 0.0 104.5 0.0 9.0 150 FTG pE -O.2DOM 1.0 H.s. L04,2 5s.0 0.046 rL 0.50 pv o.s
Pipe: 20 t34.4 4.220 pL 61.00 pF 0.4suP 0.0 sRcE 105.1 (N/A) 3.1 140 FTG 42.60 pE -O.2BOR 0.5 0.0 104.5 0.0 0.004 TL 103.60 pV 0.1
NOTES:(1) Calculationg were performed by the ITASS 5.8.0 computer progr.rmunder licenae no. 8115J 49 granted by
HRS Systens, Inc.
2193 Ranchwood Dr., N.E.At,Ianta, cA 30345
(2) Th_e lyetem hae been balanced to provide an averageirnbalance at each node of 0.008 gpm and a rnaximufrirnbaLance at any node of 0.134 gprn.
(3) Velocity preaaurea are printed for inforrnation only, and arenot used in balancing the syetem. Maxj.mum rrater vetocityLe 29.1 ftlsec at pipe 5.
o
AITAI.
&
#SPRINKTER SYSTEU ITIDRAULICDate: OBl28ll991
JOB TITITE: 4rl Willos Place Reuote Area lil
(4) PIPB FITTTNGS TABIJE
Pipe [able Nanes CITSBOM.PIP
YSrS
PAGE: B UATERIAJ.! Copper HwC: 150Dianet€r Eguivalent Fltting Leugtbs in toet(1n)ETLC-BcADEll Tee 45 Chkvlv ButVlv catvlv Alrrvlv Drwtv
0.811
1.055
1.291
t.527
2.009
2.465
3.00 4.s0 1.503.00 7.60 1.504.50 9.10 1.506.00 12.10 3.007.60 15.10 3.009.10 18.10 4.s0
7.60 9.10?.60 9.10r0.60 9.1013.60 9.1016.60 9.1027.LO 10.60
1.s0 0.00 0.001.50 0.00 0.001.50 0.00 0.001.50 0.oo o.oo :'
1.s0 0.00 0.001.50 21.10 21.10
:iir iiriiiiiiiiiiii$$liiiiiii'! ::::::i::ii::::: Datcs 081281L994'. 'i , Jos ,rrTLEi ic wittou place Remots area 14
IIATER ST'PPIJT CORVE
180+
165+
150+*\" |orl\135+ \\
\\
\\
\\\\
\\
\\0+
I
5+
I
D+
05
90
P1
R
E
s
s1
u
R
E
(
P
s
)
\\
\\I75+
\\
* <-62.0 pei I ?05 gpn
Plow Test Point
45+
30+ LEGEND
X = Required Vtater Supply ,'
105.09 pai € 134.4 gpn :
0 = Available tfater Suppty141.13 pei € 134.4 gpn .
15+
200 300 400 s00 600 ?00 8oo 900 looo
Fr.,ow (GPu)
AI,L-STATE FIRE PROAECTION, INC.
6045 E. 76TH AVB., *12
COI{I.IERCE CIAI, CO. 80022
HYDRAULIC C}J,CT'IATIONS
FOR
44 T{IIJOT{ PI.ACE
VAIL, COIOR.ADO
FILE NI!!,IBBR: WILI,OWS
8128194
PSMOTE AREA 15
-DESIGN DATA-
OCCUPA}ICY CI.ASS IFICATTON :
DENSITI:
TREA OF APPLICATIONI
COVBRAGE PER SPRINK'.IER:
NI'I{BER OF SPNINKLERS CALCULATED:
ORDINARY GROI'P 1
.15 g6)roleq. ft.
925 sq. ft.
VARIES
13 eprinklera
TOTT'L SPRINKLER ltAtER FI€W REQUTRED: 230.5 gpn
TOTAIJ WAIER REQUIRED (including hoee): 535.6 $rn
F'I,oW AllD PRBSSURE (e BoR) z 28s.6 gpn g 76.1 p6i
SPRINKLER ORIFICE SIZE: L/2 inch
NAI.{E OF CONTRACTOR: ALI-STATE FIRE PROTECMON, INC.
DESIGN,/LAYOUT BY: STEVE KYLE
AUTIIORI?T HEVING JURISDICTION: VAII, FIRA PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAT.I
HRS SYSfEUS, INC.
ATLANTA, GA
Node
Name
EQUTVATENT K-FACTOR CAtCttr,AAOR
Spr. Preas. Pipe dia. Pipe Ftg8. Total H-w Eguiv.
K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-f,ac.
2Lr24,27
28
5.60
5.60
7.0
7.O
0.811
0.811
0.75
0. ?5
5.25
5.25
150
1s0
5.27
5.27
T
T
o
ANAL
.t
ilSPRINKLER SYSTEM HYDRAULICDate: 08/28JI994
JOB TITLB: 44 Willow Place Remote Area *5
WATER SI'PPLY DATA
tsrs
IlOTAL
DET{AND
(GPM)
53s. 6
Page 1
t{rLLow5
SOURCE STATIC
NODE PRESS.TAG (PSr)
suP 145.0
NODE ANAIYSIS DATA
NODE TAG ELEVATION
(FT)
RESID. FLOW
PRESS. E(Psr) (cPM)
NODE TYPE
K= 5.2?
K= 5.60
PRESSURE DISCHARGE(Psr) (GPM)
AVAIL.
PRESS. €
(PSr)
95. 1
REQ'D
PRESS.
(Psr)
77 .962.0 705.0
AGGREGATE FIJOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAI,I AI,IOWANCE AT SOURCE
OTHER HOSE STREAIi{ ALLOWANCES
TOTAT DISCHARGE FROM ACTIVE SPRINKLERS
535. 6
250.0
55.0
230.6
GPI4
GPM
GPU
GPM
16
L't
18
19
20
2L
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4L
42
43
44
45
46
BOR
DOM
BS
28.0
26.s
2L:5
16. s
11.5
10.8
1 0.8
11.s
10.8
8.8
9.5
8.8
8.8
9.5
8.8
9.5
3.8
8.8
9.5
8.8
9.5
9.5
8.8
9.5
7.3
9.5
8.8
9.5
9.5
9.5
6.5
0.5
1.0
1.5
26.5
3s.3
27 .7
4L.2
16.3
15.4
8.9
13.0
13.0
10.1
L2.\
9.5
10.3
11 .9
8.1
L2.1
7.5
8.0
9.7
9.5
Lt.2
L2.9
10.0
13.1
11. 6
15.8
15. 6
19.0
42.L
56.8
55.5
76.1
75.8
75.5
20.7
L6.?
K= 5.27
K= 5.60
K= 5.60
K= 5.60
19.0
r? .8
K= 5.27
K= 5.27
K= 5.60
L6.2
16.9
16.0
15.3ls.9
K= 5.60
K= 5.60
K= 5.60
K= 5.60
t7 .3
t7 .7
19.0
22.L
HOSE SEREAM 55. 0
Pags 2 .
BD
SUP souRcE
f5
PRESSUFS
(PSI )
71.0
77 .9
DISCITARGB
(c?M)
285.6
O ,"*ro*"ER sYsr'r{ HiDRAuLrc il.""r,
D,ate: Oel28ll994
itOB TfTIEs {4 t{illos Place Remote Area
NODE TAG ELEVATION NODE TYPB(rr)
1.5
0.0
O
'PRTNKLER
sYsrErr ""o*o"r"t"rr"Date: 08128/1994
JOB TITLE: 44 Willow Place Remote Area *5
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTHEND ELEV. NOZ. pT DrSC. vEL(FpS) Hw(C) (FT)
NODES (rT). (K) (psr) (cpr.{) F.L./FT
Page 3
PRESS.
sttM.
{Psr)
T7
16
18
16
19
18
19
17
20
18
2T
20
23
21
23
22
24
23
26
24
26
25
29
26
2A
27
0.0
5.3
0.0
5.6
5.3
0.0
0.0
5.3
0.0
5.6
0.0
0.0
5.5
5.3
16.3
27.7
13.0
15.4
13.0
8.9
13.0
13.0
t2.L
13.0
12.1
10. 1
11.9
t2,L
10. 3
9.5
7.00
10.00
2ET
20.50
1.60
Pipe: 126.5 0.0 35. 328.0 0.0 26.s
Pipe: 22L.5 0.0 27.728.O 0.0 26.5
16.6 1.055 PL 105.400.0 6.1 150 FtG 6E2T0.0 0.059 TL 138.60
-16.6 1.055 PL 16.000.0 6.1 150 FrG ET0.0 0.059 TL 26.60
2L.L 1.055 PL 84.5041.2 0 .0 ? .7 150 FTG 5E3E27.7 0.0 0.092 TL 122.40
16.6 1.055 PL 11.504L.2 0.0 6.1 150 FTG 2E!35.3 0.0 0.059 TL 2s.10
7 .00
8.2
-0.6
o.2
1.6
-2.8
o.2
11.3
-2.2
0.4
1.5
-4.30.2
15.8
-4.3
1.3
t.2
-0.33.1
2.L
0.3
1.8
4.4
0.3
0.7
0.3
-0.3
1.0
1.5
-0.6
0.4
2.3
0.3
0.8
0.2
0.0
0.1
0.8
0.0
0.2
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
Pipe: 316.5 0.021.5 0.0
Pipe: 416.5 0. 026.5 0.0
Pipe: 511.5 0.02t.s 0.0
Pipe! 610.8 5.3
11. s 0.0
Pipe: ?
11.5
10.8
Pipe: 8
11.5
10.8
Pipe:9
10.8
11.5
Pipe:10
9.5
10.8
Pipe: 11
9.5
8.8
Pipe: 12
9.5
9.5
Pipe:13
8.8
8.8
-37.6 1.055 PL 37.400.0 13.8 1s0 FTG 2E2T0.0 0.270 TL 58.60
-87.? L.29L PL 2.5015.4 20.7 2L.5 1s0 FTG16.3 0.0 0.482 rT, 2.50
-67,O0.0 16.4
20.7
L6.70.0 10.4
L6.7
-s0.319.0 L2.3
0.0
-31.30.0 7 .7
19.0
17.80.0 11 .1
L7.8
-13.50.0 3.3
0.0
16.216.9 6.0
L6.2
1.291 PL
150 FEG
0.293 TIJ
0.811 PL
150 FTG
0.216 rL
1.291 PL
150 FTG
0.173 TL
1.291 PL
150 FtG
0.072 TL
0.811 PL
150 FTG
0.243 rL
L.29I PL
150 FTG
0.015 rL
1.055 PL
150 FTG
0.057 tL
1.60
11.80
2E
20.80
1.90
ET
9.40
7.10
E
11. 60
10.80
t1
13.80
PIPE TAGEND ELEV.
NODES (FT)
Pipe: 14
NOZ.
(K)
9.5 0 .08.8 5.3
F. L. /FT
1.055 PL
150 FTG
0.213 TL
1.291 PL
150 FTG
0.030 TL
0.811 PL
150 FTG
0.199 Tr.,
L.29L PI,
150 FTG
0.091 TL
0.811 PL
150 FTG
0.184 TL
0.811 PL
150 FTG
0.196 TL
1.055 PL
150 FTG
0. 191 rL
0.811 PL
150 FTG
0.229 TL
1.291 PL
150 FTG
0.161 TL
1.291 Pt
150 FTG
0.446 TL
0.811 PL
150 FTG
0.240 TL
1.291 PL
150 FTG
0.635 TL
0.811 PL
150 FTG
0.275 tL
29
28
31
29
31
30
37
31
34
32
34
33
36
34
36
35
37
36
39
37
39
38
4L
39
4L
40
Pipe3 15
9.5
9.5
Pipel 16
9.5
8.8
Pipe! 17
9.5
9.5
Pipe: 18
9.5
3.8
Pipe:19
9.5
8.8
Pipe:20
9.5
9.5
Pipe:21
9.5
8.8
Pipe: 22
9.5
9.5
Pipe:23
9.5
9.5
Pipe: 24
9.5
8.8
Pipe:25
9.5
9.5
Pipe:26
9.5
7.3
0.0
0.0
0.0
5.6
0.0
0.0
0.0
5.6
0.0
5.6
0.0
0.0
0.0
5.6
0.0
0.0
0.0
0.0
0.0
5.6
0.0
0.0
0.0
5.6
PT
(Psr )
1t .9
10. 3
12.1
11.9
L2.L
8.1
L2.9
12. 1
9.7
7.5
9.7
8.0
tL.2
9.7
LL.2
9.5
t2.9
LL.2
13.1
12.9
13.1
10.0
15.8
13.1
15.8
11.6
1.50
T
9. 10
5.70
5.70
11.00
2EA
21. s0
8.80
8.80
13.30
4E
25.30
2.s0
ET
10.00
7 .90
7 .90
L.20
ET
8.70
1.50
T
10.60
0.50
0.50
6.80
ET
14.30
4.20
o.2
0.0
0.2
4.3
0.3
0.7
0.8
0.0
0.5
4.7
2.5
0.5
2.0
0.3
0.?
1.5
0.0
0.9
2.O
0.3
0.8
L.7
0.0
0.9
o.2
0.0
2.9
3.4
0.3
0.8
2.7
0.0
4.2
5.2
1.0
0.9
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
4.20
5.30
3ET
18.80
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
O ,"*ro*ER sYsrEM HYDP,auLrc t""rr"Date: 08/281L994
JOB rITLE: 44 llillow Place Remote Area *5
PIPE DATA (cont.)
Q(GPM) DIA(IN) I,ENGTH
Drsc. VEL(FPS) HW(C) (FT)
(GPM)
33. 10.0 12.2
16.9
19.60.0 4.8
0.0
16.00.0 9.9
16.0
35.60.0 8.7
0.0
15.30.0 9 .5
15.3
1s. 90.0 9 .9
15.9
3t.20.0 11.4
0.0
17.30.0 10.7
L7.3
48.40.0 11.9
0.0
84.00.0 20.6
0.0
Lt. t0.0 11.0
l? .7
101. ?
0 .0 24.9
0.0
19.00.0 11. 8
L9.0
Page 4
PRESS.sw.
(Psr )
PF 1.9PE 0.3PV 1.0
I ,"*ro*""R sYsrEM HYDR.auLrc t""r*Date: 08/28/L994
JOB TITLE: 44 tlillow Place Remote Area *5
PIPE DATA (cont.)
230.6 2,465 PL75.8 55.0 15.5 150 FTG75.5 0.0 0.124 Tt
285.6 2.465 PL76.t 0.0 r9.2 150 FTG?5.8 55.0 0. 184 TL 0.50
285.6 4.220 PL 61.0077.9 (N/A) 6.6 140 FTG 42.60?6.1 0.O 0.01s TL 103.60
Q(GPM) DIA(IN) LENGTH
Drsc. vEL(FPs) Hw(c) (FT)
(GPM)
120.80.0 29 .6
0.0
22.L0.0 13.722.t
L42.90.0 35 .0
0.0
50.00.0 L2.3
0.0
L92.9 r.527 Pr., 3.900.0 33.8 150 FTG T0.0 0.916 TL 16.00
37.6 t.527 PL 34.500.0 6.6 150 FTG ?Et0.0 0.045 TL 58.60
37.6 1.055 PL 18.800.0 13.8 150 FTG E2T0.0 0.270 TL 37.00
230.6 2.009 PL 16.800.0 23.3 150 FTG 2E0.0 0.33s rL 32.00
3.70
PIPE TAGEND ELEV.
NODES (rT)
Pipe:2743 9.s41 9,s
NOZ. PT(K) (Psr)
Page 5
PRESS.
SUf.{.
(Psr)
PF 3.2PE O.OPV 5.9
3.7
0.3
1.3
23.L
0.0
8.3
2s.0
-0.91.0
74.7
0.0
7.7
2.6
1.3
0.3
10.0
-4.31.3
10.7
-3.53.7
F. L. ,/FT
1.291 PL
150 FTG
0.873 TL
0.811 PL
150 FTG
0. 363 Tr,
1.29L Pr.,
150 FTG
Pipe! 28
9.5
8.8
Pipe:29
9.5
9.5
Pipe: 30
9.5
11. s
Pipe:31
9.5
9.5
Pipe:32
9.5
6.5
Pipe:33
6.5
16.5
Pipe:34
1.5
9.5
Pipe: 35
1.5
1.5
Pipe:36
1.0
1.5
Pipe:3?
0.5
1.0
0.0 42.L0.0 19.0
0.0 42.t0.0 16.3
0.0 56. I0.0 42.L
0.0 56.80.0 5s.5
0.0 55.50.0 4t.2
0.0 71 .00.0 56.8
0.0 75. s0.0 71.0
0.0
0.0
0.0
5.6
19.0
1s.8
t 9.0
15.6
3.70
2.70
ET
10.20
19.40
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
43
42
44
20
44
43
45
44
BD
45
BS
BD
DOM
BS
BOR
DOM
45
46
46
19
1.191 TL 19.40
1.291 PL 78,40
150 FTG 7E4T
0.171 TL 146.30
FIXED PRESSURB I,OSS DEVICE
4.5 pai, 230.6 gpm
0.50
0.50
0.s0
0.0
0.0
Pipe: 38suP 0.0BOR 0.5
H. S.
0.0
0.0
H. S.
SRCE
0.0
0.1
-o.2
1.6
0.1
-o.22.5
1.6
-o.20.3
o'l '' '- I spRrNKr,ER sysr'u ""o* u"r"lL"r*Date: 08/28/L994
Page 6
JOB TITL,E! 44 Willolr Place Renote Area *5
NOTES!(1) Calculations rrere performed by the HASS 5.8.0 computer program
under licenee no. 8115iI 49 granted by
HRS Systema, Inc.
2193 Ranchtood Dr., N.E.Atlanta, GA 30345
(2) The syatem hae been balanced to provide an averageimbalance at each node of 0.004 gprn and a maximum
imbalance at any node of 0.142 gprn.
(3) Velocity presaurea arenot uaed in balancingis 35.0 fXleec at pipe
(4) PIPE FITTINGS TAALE
Pipe Table Name: CUSTOM.PIP
PAGE: B MATERTAL: Copper HV|C: 150Diameter Equivalent Fitting Lengthg(in)ETLCB
Ell Tee 45 Chkvlv Butvlv
printed for inforrnation only, and are
the eyetem. Maxinum water velocity
29.
in FeetGAD
GatVIv AlnVlv Dryvlv
0.811
1 .055
T.29L
L.527
2.009
2.465
3.00 4.50 1.50 7.60 9.10 1.503.00 7.60 1.50 7.60 9.10 1.504.50 9.10 1.50 10.60 9. 10 1. s06.00 12.L0 3.00 13.60 9. 10 1. s0't.60 1s.10 3.00 16.60 9.10 1.509.10 18.10 4.50 21.10 10.60 1.s0
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0 .00
21. 10 2L.L0
t ,,,]., ,;.
:O8TIrIA
R ST'P
0+
II
I
I
5+
I
0+*\t\\
I5+
lfillos Place
CURVE
.:8T8TEII EIDRAI'I,TC
Remote Area *5
Page 7
IL
14
P
R
E
s
s
u
R
E
(
P
sI
)
120+
I
105+
90+
?5+
60+
45+
\\\0\\
x
\\
\\
\\
<-62,0 pei 0 705 gpn
Fl.os Test Point
30+
15+
X=
0E
LEGEND
Required ttater Supply
77.85 psi 0 53s.6 gpn
Available ttater Supply
95.08 psi € 535.6 gpln
200 300 400 s00 600
FLOW
700
(GPM)
800 900 1000
8p8
888
888
\)o
6-.888
r -.
i
tr
Nc
6lb
), )-\r,\\ "c)i$
tr | \l8**l\ " th, u)
\6:.
.00)n
N l+t. u t
G\t
rj1
,R
'n(-o(
^., -<: -r-J- aoo
I
-6)JTt> \4:.> c
a
c l\,A@n 888
;
2
2
o
->.i
!
;ox
I
;
!oo
F
oat
3tt
r
5
h
R
\
..to>
HTDRAT{T
ES'r . HYDRAIIT AVAILABLE,rr*
DATE: 10/1./q3
TltlE: N/A
STATIC:
RESIDUAT:
160
TESTED 62
CORRECTED FLOW BY FIRE DEPARII{ENT.TEST MADE: 160
62
1 ,510
Q Lrieur fltt <p
PSI STATICPSI RESIDUAL
FLOWING
CORRECIED FLOIJ:
LESS
CORRECTED FIPW IS
160 PSI STATIC
- 15 PSr
d*+=======
145 PSI STATIC
FL0W 0F 1,510 GPM
NOW 145 PSI STATIC
.$aa + 705 GPM
62 PSI RESIDUAL FLOW 705 GPM.
BY. DENNIS GALVIN
ffi comelere
I
?
3
4
5
GP}I PsI
AT
42 West Meadow Driae
Vail, Colorado 81657
t 0 t -47 9-22t 0
August 4, 1994
Raymond GiblerAll-State Fire protectLon
6045 East 76th Avenue, # fZ
Commerce City, Colorado BOO22
*ry:e.#r #;ffiE
' ! ::r'"
By'
Ti.,,.
i
.l -7-tqb
1. The correct address is 44 Wlllow Road.adJacent street.
!its: .'a?f ?, -_t731_
Snu L.tf"( a-7-1<l
Wlllow Place is an
Res FJ-re sprLnkler plan subnittal for 44 willow place, Vail co.
Dear Mr. Gibler:
r have revlewed the prans, hydrauric calcuratione, andequipment cut sheets subnitted for'perfrit for 44 wittow prace. Theprans, calculatLons and the equiprne-nt tist are Nor AppRovED for duecause. The specifLc errors and issues of concern identifiea in ourreview are as follows:
2. The state Plan Registration Form is rnissing the date, the nameand address of the generar contractor, the name and ad.dress ofthe -owner, and -the zip code. The description of the work isa l-lttle too sirnple. The crpace provlded roi tne state FireProtection contractor r s Registration Number has youf "ifi.4;;;versus your contractorrs number.
3. Equlpnent cut sheets do not incrude r-nfornation on thesLdewarl headsr. frashing light and horn requirea for the frowindicator, or tamper sw-itchles. No cut sheets were provid.edfor the FDc.. Ararn be].rs,. as indicated on tne cut sheLts,-;;;not.approved for use within the Town of vail per ordin.t." i,Series of 1983.
4. The.plans and cuts sheets indicate.an unspecified pressurerelief valve is to be installed. This has riot been drscussedwith the Ftre legartment, no proven need. has been showr, ,oit u" the specific varve, s-etting or rninufacturer beenldentlfied. -
5. The hydraull_c calculations show a Node 17 on Area l, plpe S4.r was not able to find or read any point on LrrL -prins
indicating a Node L7. The calculatfon! inoiciie-ih"-;i;;length is 105.4 feet of r inch with a negative flow of e ipi.Revlew of hydraulic calcul_atlons wa" "uJfJntea.
Fire Sprinkler Plan Review
44 WiLlow Road
Page 2
6. The plans show a single I l/2 inch FDC for which there is nocut sheet. (A single I I/2 inch FDC will not be approved. )
7. Town of VaiI Municipal Code, Section 15.02, a.k.a. UniformBuilding Code (199r edition), Section 3sor(d) Exception 3.,precludes any reduction of the level of safety, coverage, orany reduction that nay affect the level of performance whenthe fire sprinkler system is belng installed under anvexception to Chapter 5. Few if any exceptions to Nfpa fg i,are allowed.
8. The frow test data has not been substantiated. No infornationwas provided regarding who performed the test, when it wastaken, where it was taken from, or any other means ofverification. rnitial review indicates the flow and pressuresare too high for peak dernand. Vail Fire Departrneit cannotprovide flow data.
9. rnformation obtained by the Vait Fire Department indicates thesupply to the building is not a 2il Type K copper llne.
10. The. plans show residentiaL sprinkler heads tn the garage.sprinkler heads must be installed within the limitations-oftheir listing(s).
11. The garage areas must be calculated at Ord. Group I (rnin.),and designed per NFPA 13.
L2. The use of a 2rr soLenoid valve to shut off the d.omestiq watersupply is not approved. No data suggests there wirr even beenough water available to trip the fl-ow switch (assuming theflow switch is the intended means of activating the solen5id;.Per the AHJ, fire frow carculations must aao tne dornesticdemand to the fire frow demand for permission to use acombinatlon water supply.
13. The inspectorrs test valve and assenrbly nust be located at aremote location, not at the riser.
l-4. A fj-re sprinkler head is required in the elevator pit.
15. Plans must show- ceiling erevation, obstructions (lightfixtures), bean depth, slope, and information requirLa -by
Section 2-1.L.2 (NFPA 13 R, 94 ed.).
16. No sprinklers are shown at the bottom of the stairsi there isno indication as to whether the stairs are combustible or not,or if there is enclosed storage space beneath.
Flre Sprinkler PIan Review44 Willow Road
Page 3
17. Notations on the plans show {3/4tt Dn x ?16rr}, lL L/2t Dn x 5-OJ, {3/4.,, Dn x 5-2 L/21 , a}l from the celllng of the garage.These pipes, if insi,alled according to the -ptan, woita iotprovide continuity to the piping and would leave'the end ofthe pipe several inches above the floor of the storage roonsand the mechanical roorn.
18. sprinkler heads in the nechanical roorn shourd be ninlnun 30degrees above anbient temperature. use of l6E degree heads isquestionable.
19. rnstallation of an automatic barr drlp (for the FDC) belowgrade lE not approved.
20. fhe location of the FDc is not approved due to obstructLons.ElevatLon of the FDC l-s not shown. Uae of L L/Zn hoseconnection Ls not approved.
2L. The use of aLl roome Ls not lndlcated.
22. Bath rooms and crosete are not exernpt per uBc 3gol(d) Ex. 3.
Plan review was terninated before conpretion. Additlonalissues. may arl-se. rt is incunbent upon the contractor andreviewing. engineer (pE or NrcET rrr) tb identify and correctdeficiencles- prlor _to subrnlttrng the' plans for plrnit. iran"shouLd also be eubnltted to the archltect and/or pioject engineerprior to subnlttlng for pernlt.
rf you deslre clarification or wish to discuss these issues,please contact us.
SJ-ncere1y,
Michael McGeeFire Marshat
FSSI Cert. 9I-006
cc: Steve Kyle c/o All-State
Tom Fry, Architect
Gary Murrain, Chief Buildinq OfflcialDick Duran, Fire Chief
.'..
4
ALI..YTATE FIRE PROTECNON INC
6U5 E TCTHAUE #T2
@MMERCE qTT, COLOMDO 80022
pltor..: (30il 28e3901
fc: (Jo3) 2t&re36,Rm1 lLji, J lgU
TRANSMITTALLETITR
,J\
. DATE:
THESE ARE BEWG STTBA{INED FO8.( ) YOIRRECOnDS( ) YOIRATIROVAL
()@.
COMMENTS:
) FORJOBCOORTTMATION
) IToRAIPROIrAL BYARCETTECT
Z) /:-,q4t/3
"/,-/
',(
W ARE EIVCI.(NINC LUE FOLINWII{G:
DESCRIPIION
''' Tfi fi ,'rt'#3'I ?.3.
oitf "'
1000 South Frontage Road West
vArL. coLoRADo 81657
LtrTTtrlDF TRASSSnflmTAL
'^" 6.f -?4 l'""'"n&go"t"t'o)-t
1., Sr*atela-=ZT/tnu.u"rzu
wE ARE sENDTNG You lnttacnea
n Shop drawings !
n under separate cover via //*f(A the following items:
! Change order
n
!
Plans ! Samples n Specifications
! Copy of letter
(303) 476-4433
FAX (303) 476.4608
COPIES DATE NO.DESCRIPTION
/TrPta-t aeoe t+zutta M/zs fuE
P+g nttn+z- E*,uh'ze^s
THESE ARE TRANSMITTED as checked below:
I For approval
f,Fo. vo* ur"
[] As requested
Xr",
review and comment
. N FOR BIDS DUE
D
n
!
tr
Approved as submitted
Approved as noted
Returned for corrections
! Resubmit
-copies
for approval
! Submit
-
copies for distribution
n Return
-
corrected prints
L9
-
! PRINTS RETURNED AFTER LOAN TO US
REMARKS
coev ro H4
.D^ REoYOLED PAPEF5,) Contents; +0",'. Pre-Consi]m€r. 1096 Posl_Consumer SIGNED:
tl enclosurea are not aa noted, klndly ootlly us at once-
/xto- €0UBLE
rtl- WITH INSERTS
3' 0,, DOOR DETAIL
PLAN SHOWING POSSIBLE
MACHINE ROOM LOCATIONS _.. (usE THls Toffic-H lN PIPING AnRANGIIIE{I)V
&,,trr r'- I
t
31d{3 +ENI.ARGED CORNI
fOR $BFRAIE MIJNG SL!
d t-,trrrt alGto tdtD at e aar ira r
arr rl ul
-l
I
I
SECTION THROUGH OPENING
ALL_STATE FIRE PROTECTION, INC.
6045 E. 76TH AVE., tt2
CoMMERCE CrTY, CO. 80022
44 IIII.',IJOW PLACEvArL, coLoRADO
FILE NT'MBER: WILIOW1
7 /27 /94
REMOTE AREA #1
-DESIGN DATA-
OCCIIPAIICY CIASSIFICATION: NFPA 13R DIIELL,ING
TYPE OF SPRINKLERS: CENTRAL OPTI}'A RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVEF"AGE: 20 ft. x 20 ft.
rUUbgN OF SPRINKIJERS CAICUI,ATEDs 2 hEAdS
MTNIUt'l.l GPU REQUIRED pER SPRINKLERz L7.0 gpn
TOTAL, SPRINKLER WATER rLOW REQUIRED: 34.2 gpm
TOTAL WATER REQUIRED (including hose): 34.2 gpnr
FIO!{ AllD PRESSI'RE (e BOR): 34.2 gpm e 61.0 pai
SPRINKLER ORIFICE SIZE: 7/16 inch
NAl.lE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN/I.AYOUT BY: STEVT] KYIJE
AUTHORITI HAVING iTURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, rNC,
ATLANTA, GA
,"*t"r* sYsrEM HrDRAnLrc ^*t,Date: O'l /27 /L994
JOB TITLET 44 Willow Place Remote Area *1
YTATER SUPPLY DATA
Page 1
wrLl.ovtl
SOURCE STATTC
NODE PRESS.
TAG (PSI)
suP L22.0
RESID. FI.,OYI
PRESS. E
(Psr ) (GPM)
111.0 3500.0
AGGREGATE FI,O!{ ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREA}I ALIOWANCE
OTHER HOSE STREAM ALIOWANCES
TOTAL DISCHARGE FROM ACTIVE
AVAIL.
PRESS. €
(Psr )
L22.0
1!OTAL
DEUAND
(GPM)
34.2
REQ'D
PRESS.
(Psr )
62.4
AT SOURCE
SPRINKIARS
34.2
0.0
0.0
34.2
GPM
GPM
GPM
GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
PRESSI'RE DISCI1ARGE(PSr) (GPM)
1
2
4
10
16
L7
18
19
20
2L
22
BOR
BS
BD
SUP
34.3
38.9
39.8
36.0
28.0
26.s
21 .5
16 .5
11.5
6.5
9.5
1.0
1.5
1.5
0.0
16.8
L7.5
24.6
27.1
40.7
39.2
43.7
45 .0
48.8
50.8
s1.3
61.0
60.3
s5.8
62.4
L7.2
17 .0
NODE TYPE
K= 4.20
K= 4.06
SOURCE 34.2
EQUIVALENT K-FACTOR CALCULATOR
Node 9p:. Prees. Pipe dia. pipe Ftgs. Total H-r{ nquiv.Name K-fac. (pei) (in) r.,en.ltt1 - Len.(fr) coef . Kifac.
4.20 16.4 0.811 0.50 5.00 150 4.06
,"*t"r* sYsrEM HTDRAur.rc **t,
Q(GPM) DIA(IN) LENGTH
PT DrSC. VEL(FPS) HW(C)
(PSr ) (GPM) F.L. /FT
(Fr)
17 .5
16.8
Date: 07 /-27 /L994
JOB TITLE z 44 Willow Place Remote Area #1
PIPE DATA
Page 2
PIPE TAG
END ELEV. NOZ.
NODES (FT) (K)
Pipe: I
2 38.9 4.t1 34.3 4.2
PRESS.
strM.
(PSr )
Pipe: 239.8 0.0 24.638.9 4.t 17. s
L7 .2
17 .0 L0 ,7
L?.2
34.20.0 t2.6
17.0
34.20.0 L2.6
0.0
-8.00.0 2.9
0.0
34.20.0 12.6
0.0
8.00.0 2.0
0.0
-5.20.0 1.9
0.0
26.20.0 6.4
0.0
L3.20.0 3 .2
0.0
t3.20.0 3 .2
0.0
2l.o0.0 5.1
0.0
2L.O0.0 5.1
0.0
34.20.0 6.0
0.0
0.E1l PL 8.90
150 FTG E
0.229 TL 11.90
1.0ss PL 26.90
150 FTG 2E
0.226 rL 32.90
1.055 PL
150 FtlG
0.226 TL
3.80
3.80
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
2.7
2.0
0.8
7.4
0.4
1.1
0.9
-1. 6
1.1
2.L
-0.60.1
8.0
-4.11.1
o.2
-2.40.0
0.8
-2.20.0
1.5
-4.30.3
0.8
-4.30.1
1.6
-0.9
0.1
t.4
-4.3o.2
1.8
1.3
o.2
1.1
-3 .5
o.2
10
4
Pipe: 3
36.0
39.8
Pipe: 4
26.5
28.0
Pipe: 5
26.5
36.0
Pipe: 6
2L.5
28. O
Pipe: 7
16.5
2L.s
Pipe: 8
16. s
26.s
Pipe: 9
11.5
21 .5
Pipe:10
9.5
11.s
Pipe: 11
5.5
16. s
Pipe: Lz
9.5
6.5
Pipe: 13
1.5
9.5
1.oss PL 105.40
150 FTG 6E2T
0.01s rL 138.60
1.oss PL 17.00
150 FIDG EzX
o.226 TL 35.20
1.291 PL 16.00
150 FTG ET
0.006 TL 29.60
1.055 PL 84. 60
150 FTG 5E2T
0.007 TL 114.80
1.291 PL 11.50
150 TTG 2ET
0.0s2 TL 29.60
1.291 PL 33.10
150 FTG E2T
0.015 TL 55.80
1.291 PL 83.90
150 FTG 2E2T
0.015 TL 111.10
1.291 PL 18.80
150 FTG E2T
0.034 TL 41.5.0
1.291 PL 34.60
150 FTG 2ET
0.034 TL 52.70
r.527 PL 16.80
150 FBG 2E
0.037 TL 28.80
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
0.0
0.0
0.0
27.L
24.6
39.2
40.7
39.2
27.L
43.7
40.7
4s.0
43.7
4s.0
39.2
48.8
43.7
51.3
48.8
50.8
4s. 0
s1.3
50.8
55.8
s1. 3
17
16
L7
10
18
15
19
18
19
L7
20
18
22
20
2L
t9
22
2L
BD
22
,"*l*""* sYsrEM HyDRAUr.,rc **l,,Date: 07 /27 /L994
JOB TITLEz 44 Willow Place Remote Area f1
PIPE DATA (cont. )
PIPE TAGEND ELEV. NOZ. PT DrSC. VEL(FPS) HW(C) (Fr) Sttu.
NODES (Fr) (K) (PSr) (GPM) F.L./FT (PSr )
Pipe: L4 FIXED PRESSURE LOSS DEVICEBs l.s 0.0 60.3 0.0 4.5 psi, 34.2 gpnBD 1.s 0.0 5s.8 0.0
Pipe:15 34.2 L.s27 PL 0.s0 PF 0.5
BOR 1.0 0.0 61.0 0.0 6.0 150 FTG T PE -0.2BS 1.5 0.0 60.3 0.0 0.037 TL 12.60 PV 0.2
Pipe: 16 34.2 1.959 PL 61.00 PF 0.9sup 0.0 sRcE 62.4 (N/A) 3.6 1s0 FTG 24.20 PE -0.4BOR 1.0 0.0 61.0 0.0 0.011 TL 8s.20 PV 0.1
NOTES:(1) Calculatione were performed by the HASS 5.8.0 computer program
under license no. 8115J 49 granted by
HRS Systen8, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The system hae been balanced to provide an average
inbalance at each node of 0.006 gpn and a maxj-uum
inbalance at any node of 0.079 gpn.
(3) velocity preseure€r are printed for information only, and arenot used iu balancing the system. Maxinum water velocityie 12.6 ft-/eec at pipe 3.
(4) PIPE FITTINGS TABLE
Pipe Table Name: CUSTOM.PIP
PAGE: B MATERIAL: Copper HWC: 150Diameter Equivalent Fitting Lengthe in Feet(in)ETLcBGADEll Tee 45 Chkvlv Butvlv Gatvlv AlnVlv Dryvlv
0.811 3.00 4.50 1.s0 7.60 9.10 1.s0 0.00 0.001.055 3.00 7.60 1.s0 7.60 9.10 1.s0 0.00 0.00L.29L 4.s0 9.10 1.50 10.60 9.10 1.s0 0.00 0.00L.527 6.00 12.10 3.00 13.60 9.10 1.s0 0.00 0.00
Page 3
Q(GPU) DIA(IN) I.,ENGTH PRESS.
,"*t""* s'srEr,r HrDRAur,rc **t,Dates O?1271L994
itOB TftLEt 44 tlillow Place Rernote Area *l
IIASER SI'PPLT CURVE
180+
165+
150+
\\\\\\\\\\\\\\\\\,
\\\\\\\\\\\\\\\\\
111.0 Pei € 3500 gPn-> *
FIow Teet Point
Page 4 ir*
35+
I
I0\\\\\\\\\\\\\\\\
20+
I
I
I
05+
90+
I75+
I
P1
R
B
ssl
tt
R
E
(
P
sI
)
x
6O+
{5+
I,EGEND
= Required Water Supply
62.411 psi t 34.2 gpm
- Available Water Supply122.00 psi 0 34.2 gpn
30+
l5+
8001200 1600 2000 3200 3500 40002400 2800
Frorf (GPu)
ALI-STATE FIRE PROTECTION, INC.
6045 E. 76TIt AVE., *12
CoMMERCE CrTY, CO. 80022
HYDR,AULIC CALCT'LATIONS
FOR
44 }IILtOW PLACE
VAIL, COLORADO
FILE NI,!4BER: WILLOTI2
7 /27 /94
REMOTE AREA *2
-DESIGN DATA-
OCCUPADICY CLASSIFICATION: IIFPA 13R DWELLING
IYPE OF SPRINKLERS: CENTR"AL, OPTIMA RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGES 20 ft. x 20 ft.
NTMBER OF SPRINKLERS CALCULATED: t heade
UINIMTM GPU REQUIRED PER SPRINKLERT 24.0 gpn
TOTAL SPRINKLER I{ATER. FLOW REQUIRED: 24.0 gprn
TOTAL WATER REQUIRED (including hose) z 24.0 gpn
FIJO{ AND PRESSITRE (e BOR) z 24.0 gpn e 79.3 psi
SPRINKLER ORIFICE SIZE: 7/L6 inch
NA!!E Or CONTRACIOR: ALIJ-STATE FIRE PROTECTION, INC.
DESIGT{/LR,YOUT BY: STEVB KYLE
AUTIIORTTY HAVING JURISDICTIOU: VAIL FIRE PREVENTIOII
CALCI'LATIONS BY HASS CO}IPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
,"*?*""* sYsrBu HYDRArrrrc ***,Date: 07/27/1994
JOB TITLE: 44 tJillow Place
WATER SUPPLY DATA
SOURCE STATIC RESID.
NODE PRESS. PRESS.TAG (PSr) (PSr)
suP L22.O 111.0
Renote Area *2
FIOW
e
(GPM)
3500.0
AVAIL.
PRESS. E
(Psr)
L22.0
Page 1
WILLOW2
TOTAL
DEMAND
(GPM)
24.0
REQ'D
PRESS.
(Psr )
80. 3
AGGFAGATE FLOW ANALYSIS:
TOTAL FLOTI AT SOURCE
TOTAL HOSE STRSAI{ AIJI'OWAIICE
OTHER ITOSE STREA}I AI,IS{A}ICES
TOTAI DISCHARGE FROM ACTIVE
AT SOURCE
SPRINKLERS
24.0
0.0
0.0
24.0
GPM
GPM
GPI'!
GPM
NODE AIIALYSIS DATA
NODE TAG ELEVATTON
(FT)
PRESSURE DISCIIARGE(Psr) (GPM)
3
4
10
16
t7
18
19
20
2L
22
BOR
BS
BD
SUP
39.1
39.8
36.0
28.0
26.5
2L.5
16.5
11.5
6.5
9.5
1.0
1.5
1.5
0.0
32.7
50.2
52.3
61.0
60. s
63.9
65.6
68.6
70.7
70.3
79.3
?8.9
74.4
80.3
24.0
NODE TYPE
K= 4.20
souRcE 24.0
Date: o7 /27 /Lss4'"*t""* sYsrEM HTDRAULT. **1"
JOB TITLET 44 Willow Place Remote Area *2
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) I.,ENGTHEND ELEV. NOZ. PT DrSC. VEL(FPS) nW(C) (FT)
NODES (FT) (K) (PSr) (cPM) F.L./FT
Page 2
Pipe: 14 39 .8 0.03 39. 1 4.2
24.O 0.811 PL
0.0 t4.9 1s0 FTG24.0 0.422 tL
24.0 1.055 PL0.0 8.8 150 FTG
0.0 0.117 TL 3.80
-5.6 1.055 PL 105.40 PF
0.0 2.t 150 FTG 6E2T PE
0.0 0.008 TL 138.60 PV
24.0 1.055 PL 17.00 PF
0.0 8.8 150 FTG Ezt PE
0.0 0. 117 TIJ 35.20 PV
5.6 L.29L PL 16.00 PFO.O I.4 150 FTG ET PE
0.0 0.003 Tr., 29 .60 Pv
-3.6 1.055 PL 84.60
0.0 1.3 150 FTG 5E2T0.0 0.004 TL 114.80
18.4 1.291 PL 11.500.0 4.5 150 FTG zET0.0 0.027 Tr, 29.60
25.70
4ET
42.20
3.80
PRESS.
st,l,l.
(PSr )
PF 17.8
PE 0.3PV 1.5
PF 0.4PE -1.6PV 0.5
Pipe:
10
4
Pipe:
L?
16
Pipe:
17
10
Pipe:
18
16
Pipe:
L9
18
Pipe:
19
L7
Pipe:
20
18
Pipe:
22
20
Pipe:
2L
19
Pipe:
22
2L
Pipe:
2
36.0
39 .8
3
26.5
28.0
4
26.s
36.0
5
2t.5
28.0
6
16. s2t.s
7
16.5
26.s
8
11.5
2L.5
9
9.5
t1 .5
10
6.5
15.5
11
9.5
6.5
t2
1.5
9.5
13
1.5
1.5
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
50.2
32.7
52.3
50.2
60.5
51.0
60. s
s2.3
63.9
61.0
6s.6
63.9
65.6
60.s
68.6
63.9
?0.3
68. 6
70.7
65.6
70.3
70.7
7 4.4
70.3
78.9
7 4.4
1.1
-0.6
0.0
4.L
-4.L
0.5
0.1
-2.80.0
PF 0.4PE -2.2PV 0.0
PF
PE
PV
0.8
-4.30.1
0.4
-4.30.0
9.3 L.29L PL 33.10 PF0.0 2.3 150 FlrG E2T PE0.0 0.008 TL 55.{t0 Pv
9.3 I.29L PL 83.900.0 2.3 1s0 rTG 2E2T0.0 0.008 Tr 111.10
L4.7 L.29L Pr. 18.800.0 3.6 150 FTG Ezr0.0 0.018 TL 41.50
PF 0.8PE -0.9PV 0.0
PF O.7PE -4.3PV 0.1
L1.? 1.291 PL 34.60 PF0.0 3.6 150 FTG 2Et PE0.0 0.018 TL 52.70 PV
0.9
1.3
0.1
BD
22
BS
BD
24.0 L.527 PL 16.80 PF 0.60.0 4.2 150 FTG 2E PE -3.50.0 0.019 TL 28.80 PV 0.1
FIXED PRESSUFA I,OSS DEVICE0.0 4.5 psi, 24.0 gpn
0.0
Pipe:
,"*Qo"* sYsrEM HyDRAnLrc **Q*Date: 07 /27 /L994
,'tOB TITLEz 44 Willow Place Remote Area 12
PIPE DATA (cont. )
PIPE TAG A(GPM) DIA(IN) I,ENGTHEND ELEV. NOZ. PT DrSC. VEL(FPS) HW(C) (FT)
NODES (FT) (K) (PSr) (GPM) F.L./FT
Page 3
PRESS.
ST'M.
(Psr )
Pipe: L4BOR 1.0 0.0 79 .3 0.0BS 1. s 0.0 78.9 0.0
Pipe: 15SUP O.O SRCEBOR 1.0 0.0
24.0 L.527 PL 0.504.2 150 FTG T
0.019 TL L2.60
24.0 1.959 PL 61.0080.3 (N/A) 2.6 150 FTG 24.2079.3 0.0 0.006 TL 85.20
PF
PE
PV
PF
PE
PV
0.2
-0.20.1
0.5
-0. 4
0.0
NOTES:(1) Calculations were performed by the ITASS 5.8.0 computer prognam
under licenee no. 8115J 49 granted by
HRS Systene, Inc.
2193 Ranchwood Dr., N.E.Atlanta, cA 30345
(2) Bhe systen baE been balanced to provide an averageinbalance at each node of 0.014 gpm and a maximum
i:nbalance at aay node of 0.188 gprn.
(3) Velocity preesurea are printed for information only, and arenot used in balancing the system. Maxirnurn water velocityie 14.9 ftlaec at pJ-pe 1.
(4) PrPE FITTINGS TABIJE
Pipe Tab1e Name: CUSTOM.PIP
MATERIAL: Copper llWC: 150Eguivalent Fitting Length8 in FeetETLCBGADEtl Tee 45 ChkVlv ButVlv GatVl.v AInVlv DryVlv
3.00 4.s0 1.s0 7.60 9.10 1.503.00 7.60 1.50 7.60 9.10 1.504.50 9.10 1. s0 10.60 9.10 1.50
6. 00 12 . 10 3.00 13. 60 9.10 1. s0
PAGE: B
Diameter
( in)
0 .811
1.055L.29t
L.s27
0.00 0.000.00 0.000.00 0.000.00 0.00
,r**"r* sYsrEu HTDRAI'.,r. **Q*
Date: 071271L994
gOS ffTLs-z 44 tflllow Place Remote Area *2
TIATER ST'PPLY CI'RVE
180+
Page {
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
111.0 Pei t 3500 gPn-> *
Flow Teet Point
135+
I
6rrrrrrru\\\\\\\
P120+RlElsl
9105+ulRlEl
90+(lPlsxr ?5+)l
165+
150+
60+
45+
30+LEGEND
X *.Required ttater Supply
80.26 pei 0 24,O gp'rr
0 - Available l,later Supply
122.00 psi 0 24.0 gPr
2400 2800
rl{rw (GPl{)
8001200 1600 2000 3200 3600 4000
o
ALL-STATE PIRE PRCITECTION, INC.
6045 E. 76TH AVE., *12
CoMMERCE CrTY, CO. 80022
HYDRAULIC CALCT'LATIONS
FOR
44 WILLOW PLACEVAIL, COLORADO
FILE NI'MBER: WILLOW3
7 /27 /94
REMOTE AREA *3
-DESIGN DATA-
OCCUPA}ICY CLASSIFICATION; NF.PA 13R DWELLING
TYPE OF SPRINKTJERS: CENTRAIJ OPTIMA RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGE: 20 ft. x 20 ft.
NI'MBER OT SPRINKLERS CALCUI,ATED: 3 heads
I'IINIMW GPM REQUIRED PER SPRINKLERz L7.0 gpn
TOTAL SPRINKLER WATER FLOW REQUIRED: 52.4 gpn
TOTAL WATER REQUIRED (including hose): 52.4 gpn
rl,ow AIID PRESSURE (e BOR): 52.4 gpru e 83.s psi
SPRINKLER ORIFICE SIZE: 7/L6 inch
NAI,IE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESTSN//I,AYOUT BY! STEVE KYIJE
AUTHORITY HAVING JI'RISDICTION: VAIL FIRE PREVENTION
CALCUI,ATIONS BY ITASS COMPUTER PROGRAI,I
HRS SYSTEMS, INC.
ATLANTA, GA
,"t*r* sYsrEu HYDRA.LT. **?r,Date: 07 /2? /L994
JOB TITLEz 44 t{illow Place Remote Area *3
WATER SUPPLY DATA
Page 1
I{ILIJOW3
SOURCE STATIC
NODE PRESS.TAG (PSI)
suP L22.0
RESID. FI,OW
PRESS. 8(Psr) (GPM)
111.0 3s00.0
AVAIL.
PRESS. E
(Psr )
L22.0
TlOTAL
DEMAND
(GPu)
52.4
REQ'D
PRESS.
(PSr )
86.0
AGGREGATE FLOTI ANALISIS:
TOTAT FLOW AT SOI'RCE
TOTAI, HOSE STREAI,I ALLOI{ANCE
OTHER HOSE STREAM ALIOWAITCES
TOTAL DISCI1ARGE FROM ACTIVE
ANALYSIS DATA
TAG NODE TYPE
K= 4.20
K= 4.20
K= 4.20
sottRcE
AT SOURCE
SPRlNKLERS
52.4
0.0
0.0
s2.4
GPM
GPM
GPM
GPt!
NODE
NODE
5
6
7I
9
10
16
L7
18
19
20
2L
22
BOR
BS
BD
suP
ELEVATION(rr)
36.6
. 3?.5
3?.5
36.6
37.s
36. O
28. O
26.5
21.5
16. s
11. s
6.5
9.5
1.0
1.5
1.5
0.0
PRESSI'RE
(PSr )
16.4
18.6
20.5
16.8
20.8
32.5
s8.1
54.1
61.3
61.8
67.5
69.2
7L.9
83.5
82.2
77 .7
86. 0
DISCI1ARGE
(GPM)
L7.O
18. 1
L7.2
52.4
PIPE TAGEND ELEV. NOZ.
NODES (FT) (K)
,"*t"r* sYsrEM HyDRAUr,rc **lr"
Q(GPM) DIA(IN) LENGTHPT DrSC. VEL(FPS) m{(C)(PSr) (GPM) F.L./Fr
(FT)
0.811 PL 6.70
150 FTG 3ET
0.223 rL 20.20
0.811 PL 1.50
150 FTG 2E
0.251 TL 7.50
Page 2Date: 07 /27 /L994
itOB IITLEz 44 Willow Place Remote Area *3
PIPE DATA
PRESS.
SI'M.
(PSr )
Pipe: 1 1?.0
37 .5 0.0 20.5 0.0 10.636.6 4.2 16.4 17.0
0.0
0.0
0.0
4.2
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
20. 8
20,5
20.8
16.8
32.5
20.8
54. 1
58. I
s4. 1
32.s
61.3
58. 1
61.8
61.3
61.8
54.1
67.5
61.3
?L.9
67.5
69.2
61.8
1. 30
1 .30
4.5
o.4
0.8
1.9
0.0
0.9
0.3
0.0
1.1
4.4
0.4
0.8
11.0
-0. 6
2.5
4.7
-0.60.1
17 .5
-4.L2.5
0.4
-2.80.1
L.7
-2.20.1
3.4
-4.30.6
1.8
-4.30.2
3.6
-0.9o.2
3.1
-4.30.4
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PT
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
Pipe: 237.5 0.0 20.537.5 4.2 18. 6
18.10.0 11.3
18. 1
35. 10.0 12.9
0.0
L7.20.0 10.7
L7.2
52.30.0 L9 .2
0.0
-L2.30.0 4.5
0.0
s2.30.0 L9 .2
0.0
L2.30.0 3.0
0.0
-7 .90.0 2.9
0.0
40.10.0 9.8
0.0
20.20.0 5.0
0.0
20.20.0 5.0
0.0
32.L0.0 7 .9
0.0
1.055 PL
150 FTG
0.237 tL
10
9
L7
16
L7
10
18
16
19
18
19
t?
?.o
18
22
20
2L
19
Pipe: 3
37.5
37.5
Pipe: 4
37.5
36.6
Pipe: 5
36.0
37.s
Pipe: 6
26.5
28.O
Pipe: 7
26.5
36. O
Pipe: 8
2L.5
28.O
Pipe: 9
16. s
2L.5
Pipe: 10
16. s
26.s
Pipe:11
11.5
21.5
Pipe:12
9.5
11.5
Pipe: 13
6.5
16. s
0.811 PL 5.70
150 FTG 3ET
0.229 TL L9.20
1.055 PL 8.60
150 FTG zET
0.497 TL 22.20
1.055 PL 105.40
150 FTG 6E2I
0.034 TL 138.60
1.055 PL 17.00
150 FTG E2T
0.497 TL 35.20
1.291 Pr 16.00
150 FTG ET
0.013 TL 29.60
1.055 PL 84. 60
150 FTG 5E2T
0.01s TL 114.80
1.291 Pr 11.50
150 FTG 2ET
0.113 TL 29.60
1.291 PL 33.10
i5O FTG E2T
0.032 Tr 55.80
1.291 PL 83.90
150 FTG 2E2T
0.032 TL 111.10
1.291 Pt 18.80
150 TTG E2T
0.075 TL 41.50
Date: 07 /27 /L994
JOB TITIE. 44 Willow Place Remote Area *3
PIPE DATA (cont. )
PIPE TAGEND 8LEV. NOZ.
NODES (FT) (K)
Pipe: L4
22 9.5 0.0
2L 6. s 0.0
Pipe:15BD 1.5 0.0 77.7 0.022 9 .5 0.0 7t.9 0.0
Pipe: 16BS 1.5 0.0 82 .2BD 1.5 0.0 77 .7
Page 3
52.3 t.s27 PL 16.80 PF 2.49.2 150 FTG 2E PE -3.5
0.082 TL 28.80 PV 0.6
Pipe: L7
BOR 1.0 0.0
BS 1.5 0.0
52.3 L.527 PL 0.500.0 9.2 150 FTG T0.0 0.082 TL 12.60
52.4 1.959 PL 61.005.6 1s0 FTG 24.20
0.024 tL 8s.20
83.5
82.2
PF 1.0
PE -0.2PV 0.6
PF 2.IPE -o.4PV O.2
Pipe: 18suP 0.0 sRcE 86.0 (N/A)BOR 1.0 0.0 83.s 0.0
NOTES:(1) Calculations were performed by the HASS 5.8.0 computer program
under licenee no. 8115J 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 maximum
imbalance at anlr node of -0.138 gpn.
(3) Velocity preseurea are printed for infornation only, and arenot used in balancing the eyetem. Maxirnum water velocityis 19.2 ftleec at pipe 5.
sptxr,sn sYsrEM HYDRArrtrc *o,lt,
Q(GPM) DIA(IN) LENGTH PRESS.
PT DrSC. VEL(FPS) HW(C) (Fr) SttU.
(PSr) (GPM) F.L./FT (PSr)
32.1 1.291 PL 34.60 PF 4.0
7L.9 0.0 7 .9 150 FTG 2ET PE 1. 3
69.2 0.0 0.075 Tr 52.70 PV 0.4
FIXED PRESSURE LOSS DEVICE0.0 4.5 psi, 52.3 gpm
0.0
Dare: o7/2x/Lss1'"*!k** s'srEl{ HYDRAI'LT. * '1" "
itOB lrITLE: 4l Willos Place Remte Area *3
(4) PIPE FITTINGS TA8L,E
Pipe Table Name: CUSBO!,I.PIP
PAGE: B
Diameter(in)
0.811
1.055
1.291
L.527
MATERfAL: Copper EtfC: 150
Equivalent Fitting LengrEhs in FeetETI,CBGAD8ll Tee 45 ChkVIv ButVlv Gawlv AlnVIv DqA/lv
t
'I*
:
3.00 4.50 1.50 7.60 9.103.00 7.60 1.50 7.60 9.104.s0 9.10 1.50 10.60 9.106.00 12.10 3.00 13.50 9.10
1.50
1.50
1.50
1 .50
0.00 0.000.00 0.000.oo 0.000.00 0.00
,rt*r* srsr'M HYDRAUT,T. n*lr*Date! 07/271L994
JOB TIIIL,E z 44 tfillow Place Renote Area *3
IIATER SUPPLY CURT'E
180+
165+
150+
\\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\111.0 Pai t 3500 g1m-> *
FIow Teat Point
Page 5
135+
I
I0\\\\\\\\\\\\\\\\
120+
I
I
I
105+
I
I
I90+x
P
R
I
s
s
u
R
E
(
P
s
I
)
75+
I60+
IJEGEND
,15+
I
30+
X = Required Water Supply
85.97 psi € 52.4 gpn
0 = Available l{ater Supply
122.00 pei 0 52.r[ gpn
15+
8001200 1600 2000 3200 3600 40002400 2800
FIjO!{ (GPM)
ALL-STAIE FIFJ PROTECTION, INC.
6045 E. 76TH AVE., *L2
couMERcE crTy, co. 80022
HYDRAUIJIC CALCULATIONS
FOR
44 WILIOVT PI,ACE
vArL, coLoRADO
FILE NI'![BER: WILI,OW4
7 /27 /94
REUOTE ARAA *4
-DESIGN DATA-
OCCT'PADICY CLASSIFICATION: PA 13R DYIELLING
TYPE OF SPRINKLERS! CENT&AI, OPTIMA RESIDENTIAT, CONCEAIJED PENDENTS
BASIS OF COVERAGE: 20 ft. x 20 ft.
NTJUBER OF SPRINKLERS CALCUI,ATED: 4 headg
MINIMW GPI,T REQUIRED PER SPRINKLER: 17.0 gPN
TOTAL SPRINKIJER WATER FL,OI{ REQUIRED: 79.4 gpn
TOTAIJ WAIER REQUIRED (including hoee) z 79.4 gpm
FI"OW AlrD PRESSURE (e BOR) z 79.4 gpn e 100.6 psi
SPRINKLER OR.IFICE SIZE: 7/L6 inch
NAI{E OF CONIRACAOR: ALL-STATE FIRE PROTECTION, INC.
DESTGN/T,AYOUT BY: STEVE KTLE
AUTHORITY IIAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAI,f
HRS SYSTEMS, INC.
ATLA}ITA, GA
2L
22
6.5
9.5BOR 1.0
1.5
1.5snP 0.0 souRcE 105.6 79.4
EOUIVAIJENT K-FACTOR CALCUTATOR
Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-Yf Equiv.Name K-fac. (pei) (in) Len.(ft) ten.(ft) coef. K-fac.
spntRr,en sysrE!.r ryDRAnr,rc **Q*
51 .5
65.9
60. 9
7t.3
71.3
80.4
8s.1
100.6
98.2
93.7
Page I
wrLLot{4Date: 07/27/L994
JOB TITLE z 44 ttillow Place Remote Area *4
WATER SIIPPIJY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. E PRESS. E DEMA}ID PFSSS.rAG (Psr) (Psr) (GpM) (psr) (GPM) (PSr)
sup L22.0 111.0 3500 . O 122.0 79 .4 105. 6
AGGREGATE FI,oI' ANALYSIS :
TOTAL AI,OW AT SOURCE 79.4 GPM
AOTAL ITOSE STREAM AI.,I'WANCE AT SOURCE O. O GPM
OTITER EOSE STREAM AI,I,OWANCES O. O GP!,I
IOTAI, DTSCIIARGE FROM ACTIVE SPRINKLERS ?9.4 GPM
NODE ANALYSIS DAIA
NODE TAG ELEVATION NODE TYPE PRISST'RE DISCEARGE(rr)(PSr) (GPu)
11 36.4 K= 4.20 L6.4 17.OLZ 36.4 K= 4.20 19.4 18.513 36.4 23.sL4 35.5 K= 4.06 25.6 20.515 35.5 K= 4.06 33.0 23.316 28.Ot7 26.518 2L.519 16.520 11.5
BS
BD
14,15 4.2O 16.4 0.811 0.50 T 5.00 150 4.06
,"t*** sYsr'r{ HYDRATTLT. *ot*
Q(GPM) DIA(IN) TENGTHNOZ. PT DrSC. VEL(FPS) Hr{(C)(K) (PSr) (GPM) F.L./FT
(FT)
1?.0 0.811 PL 19.80
10.6 150 FTG 4E
0.223 tL 31.80
18.s 0.811 Pr 8.000.0 11.s 150 FTG ET18.s 0.261 TL 1s.50
35.5 1.055 PL20.s 13.0 1s0 FTG0.0 0.242 TL
7.10
7. 10
13.20
Page 2Date: 07 /27 /1994
JOB TITLE z 44 t{illow Place Remote Area *4
PIPE DATA
PIPE TAGEND ELEV.
NODES (FT)
13
t2
Pipe:
74
13
36.4 0.0 23.s36.4 4.2 19.4
PRESS.
st'l.f.
(PSr)
Pipe: 113 36.4 0.0 23.5 0.011 36.4 4.2 L6.4 17.0
Pipe: 2
3
35.5
36 .4
4
35.5
35. 5
4.1
0.0
4.1
4.1
0.0
4.1
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
25.6
23.s
33.0
25.6
51. s
33.0
65.9
51.5
60.9
51 .5
71.3
60.9
71.3
6s.9
7L.3
60.9
85. 1
7t.3
80.4
7L.3
85. 1
80.4
L3.20
7.L
0.0
0.8
4.L
0.0
0.9
t.?
-0 .4
1.1
7.4
0.0
2.8
t5.2
-3.25.7
13.7
-0.6o.4
6.s
-2.81.3
8.3
-2.20.3
1.1
-4.3o.2
6.0
-4.30.6
1J?.0
-0.9
0.6
4.8
-4.30.7
6.0
1.3
o.7
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
15
L4
16
15
L7
16
18
16
19
18
19
t7
20
18
22
20
2t
19
22
2L
Pipe:
Pipe: 5
28.0
35.5
Pipe: 6
26.5
28. O
Pipe: 7
2L.5
28.0
Pipe: 8
16.5
ZL.5
Pipe: 9
16.5
26.s
Pipe: 10
11.5
2L.s
Pipe: il
9.5
11.5
Pipe: L2
6.5
16 .5
Pipe:13
9.5
6.5
56.123.3 20.6
20.5
79.40.0 29 .L
23.3
2t.90.0 8.0
0.0
57.50.0 14.1
0.0
18. .4
0.0 6.8
0.0
2L.90.0 5.4
0.0
39.10.0 9 .6
0.0
39. 10.0 9 .6
0.0
40.30.0 9 .9
0.0
40. 30.0 9 .9
0.0
1.05s Pr
150 FBG
0.564 TL
1.055 PL 11.20
150 FTG E
1.073 TL L4.20
1.055 PL 105.40
150 FTG 6E2T
0.099 TL 138.60
L,29L PL 16.00
150 FTG ET
0.221 rt 29 .60
1.055 PL 84.60
150 FTG 5E2T
o.072 TL 114.80
1.291 PL 11.50
150 FTG zET
0.037 TL 29.60
1.291 PL 33.10
150 FTG A2T
0.108 TL 55.80
1.291 PL 83.90
150 FTG 4E2T
0.108 TL 120.10
1.291 Pr 18.80
150 FTG E21I
0.114 TL 41.50
1.291 PL 34.60
150 FTG 2ET
0.114 TL 52.70
Date: O7 /27 /L994
JOB TITLEz 44 Tlillow Place Remote Area *4
PIPE DATA (cont. )
Page 3
Q(GPM) DIA(IN) LENGTH PRESS.
Drsc. VEL(FPS) Hr{(C) (Fr) sw.(GPM) F.L. /FT (PSr )
79.4 1.527 PL 16.80 PF 5.1
0.0 13.9 150 FTG 2E PE -3.50.0 0.177 TL 28.80 PV 1.3
PIPE TAG
END ELEV. NOZ.
NODES (FT) (K)
Pipe:14
BD 1.5 0.022 9.5 0.0
spntsn sYsrEM HYDRAur,rc axelts
PT
(Psr )
93.7
85. 1
Pipe: 15 FIXED PRESSURE LOSS DEVICEBS 1.5 0.0 98.2 0.0 4.5 psi, 79.4 gpnBD l.s 0.0 93.7 0.0
Pipe: 16 79.4 L.527 PL 0.50 PF 2.2BOR 1.0 0.0 100.6 0.0 13.9 150 FTG T PE -o.2BS 1.5 0.0 98.2 0.0 0.t77 TL L2.60 pV 1.3
Pipe: 17 79.4 1.959 PL 61.00 PF 4.5suP 0.0 sRcE 105.6 (N/A) 8.s 150 FTG 24.20 PE -0.4BOR 1.0 0.0 100.6 0.0 0.053 Tr, 85.20 PV 0.5
NOTES:(1) Calculationa were performed by the HASS 5.8.0 computer progran
under licenEe no. 8115,J 49 granted by
IiRS System6, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The Byetem hae been balanced to provide an average
imbalance at each node of 0.004 gpm and a maximurn
imbalance at any node of 0.066 gpn.
(3) Velocity pressurca are printed for infor:nation only, and arenot uEed in balancing the Byatem. Maximum water velocityie 29.1 ftleec at pipe 5.
(4) PIPE FITTINGS TABLE
Pipe Table Name: CUSTOM.PIP
PAGEs B IdATERIAL: Copper lIlrlC: 150Diameter Equivalent Fitting Lengthe in Feet(in)ETLcBGA
Ell Tee 45 ChkVIv ButVlv GatVlv AlnVlv
D
Dryvlv
0.00
0.00
0. 00
0.00
0.811
1.05s
t.29L
L.527
3 .00 4. 503.00 7.604.50 9.106.00 12. 10
1.s0 ?.60 9.10 1.50 0.00
i. .50 7 .60 9.10 1.50 0.00
1. s0 10. 60 9.10 1.50 0.003.00 13. 60 9 . 10 1 . s0 0.00
,"*Q** srsrtsu HrDRAnr,tc oo*Q*Date: 0712711994
iIOB TITL,B z 44 tlillow Place Renote Area 14
VIATER ST'PPLY CT'RVE
180+
165+
150+
60+
I Page { t
135+
I
I
0
P120+RlElsl
s105xul$l
90+$lslI 75+)l
\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\
111.0 Psi t 3500 g1n-> *
Flow Teet Point
LEGEND
a
X * Required Water Supply ..
105.56 pei € 79.4 gpn ''
0 = Available llater Supply ''
121.99 pal € ?9.4 g1m ..
8001200 1600 2000 2400 2800 3200 3600 4000
rrow (GPu)
45+
I
30+
15+
R .$;, JtE I,l
P, L,q .t t 19c' i.,-,,,, I
U'gJ
4 lF-s 6-6 5-
'' t
)hrwonut'Pewl,nr (ino'ncllt'ttcAL,llc,
MttY 27. 1904
lfMs & F- Attn: JaY lberron
70E goutlt lrrontag€ Koad' Sulls 307
Vril, Colorado 81657
MRY 3 1 '94
rt
"r{lt0liood(ilrnttitt
l' fi HS.M5'|
trtrotlo l0$ 9t, tlctt
12 :06 No .005 P .02
\y
.41* Lr1p, (tr El 6Ot
JobNo,1942(rs
Subjcc{: $umrnary ol'Beruing Conditloru for Building $upport, Propo*d'l}iplcr,
MEHduw l(uud rrd vall Rourl, Vuil, thlorado'
Dear Mr. Pcta$oD:
Ar rcqucshd bj' Dtvo ScJrrsinw of R,A' Nclson, wo mr pmvidiug-a eunmuy of tho
obmnntlons urd tc*r|n8, condusted Bt tho subJcsl Bitc to ietrDlirh thc bearirrg ruppon for
ryroadfmtinP,
Obocrvulion of ouUooilg cxp*Od in euir and tcst Pitt WOIO madc on Apt{l 24 i||d 2l ud
Mty 6 1994. $uhrcqucnricsting of horkfill construcdon hss boco madc accodln$ tt our
ruxrmmcndstiole tbrlbotlng *o14rolt, 'llrc teet rrportr witl follow under sePudc covcf'
HgSOd On Our ubcelvariolr-q Od tcst rcrults, rprc*d fbothrgs dzod fttr c tlnxitrtum bemlng
pcoiutr rrl.z,ooo prf nnd bcaring rrr itrc prrparcd rubgr_{1 uhuuld bp rultablc for bulldlttg.
;rnt*. Uui ro rtr vuriahls Ur*ittg conilllons, somc diffcrontlrl settlcmcrts nhould bu
cnpccttd,
Il'thorc ore otly tlttostionu or if oddltlond infomrotio'rr le rrssfud, ptcasc lot rtc k$ow'
,!lnc,ottly,
TIUPWORTI{-DAWI,AK (}FNTRCIINILIA'I., INC.
w
Stsvon L. Pr*lrk.
ffl,P/ro
cc: R ,A, Nalgon - Attni Dovs $o}[c|ttcr
Picrcc, $egerbcq & Atsrnirtc 'Attn: l'om Frcy
Nidrol tlofllrn<l Arsocialos- Ath: Jos Nichol
,.i€
/PTERCE, SEGERBERG & s|lH
A'RCHIIECTS . P.C. . A.ll[.
100O South Frontage Road West
vAtL, coLoRADo 8i657
(303) 476{433
FAX (303) 4t6-46O8
^ ttbrtr- /'+uL5E
uerr#oF TRANSNflITTAL
TO
o
tr Change order
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THESE ARE TRANSMITTED as checked
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19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS
L:AN .,t-:zn
$ aox e,"C..",tn- Co.n€rn ' 1 0?6 PGtConsrlns cor|iont
Plovdx 210 /fr*:sJ trc cmr.i {K nrrtr
SIGNED:
lt ancro3urts taa rot ra notcd, ttndy ndit us al oacc-
ro f/. U Con. &u opvT
Bazprata /'
P|ERCE, SEGERBERG & ilEHARCHITECTS.P.G..ilJ.
'1000 South Frontage Road West
vAtL, coLoRADO 81657
(303) 476.4433
FAX (303) 476-4608
LtrTTil @F TRANSNflITTAL
" - 4.2/ -?4 l'""/?adg-ao
hr/ #rUF*-*'44 /&u.oatt ft
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coPrEs DATE NO.D€SCntPTr(ta24.1t-14 6/zuq/42ail fuiezs - Etzu*zez-sz1,?tq<#-g lauo / Oz ltzzzaez'e Az*ta24.2t4+{-+0 bptnoiz./kozarxrz l0*t*,/22 rer< la77o 11 /7ag
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COPY TO
/('16 Prlcoos.rrlo. Co.isl . l0t6 FodCo|r.'|E Conbnf
Pnoqrr2.o l@ ri., &6r ,!. oltTl ,t aacroaura ara ,ro( aa ,Do|rat, nlnat dt ua J
$d-
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fto\4P? Aa-,q\V V)AQS #?wut?& fe W4151 6tt \"Ff-
Ft*rbft t{ ?*t++eo 47*cE
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cle*Pe
PR*IttrS lN MFzl-*tc-\P.oo.A ce4
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C.e. AEeJe aCr<|Ae- J'lz'6,v1lT-H:i- ttq. 1711 ,oP-Fao*r-
Z4q l.v. frEC^Gf .at\rc, E/a\Hp{
ort- ir:re-z +'noe
ALL PIPING 15 C.AST IZ.OI.J
TO bLDtg SeWE'Z
lth';tt/2,, t/+'L
StaE oF Pl
z467 0U EA.
E- CZO3Ae,zACL + AlCOtJc.ZET cuozTo
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SAND & OIL INTERCEPTOR DETAIL
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Lot 9, Block 6
Vail Village First Filing
Vail, Colorado
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TO
PtERcE, sEGERBERG alAgx
ARCH;TECTS.p.C..UI.- f000 South Frontage Road W-est
vArL, coLoRADo 81557
(303) 4764433
FAX (303) 476.4@8
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tr Shop drawings
tr Copy of letter
}( erints
tr Change oder
E Plans tr Samples O Spcclftcations
tr
coPrEi DATE NO.DESCRIPTION
2 4-*q4 Pti Pzi,rreI,Ua= 4=,= LLr, r,/nr+za+rz-al
THESE ARE TRANSMITTED AS ChOCK€d b€IOV,:
FFor apprcvat
O For your use
tr As requested
tr Appmved as submiiled
tr Approved as noted
E Returned for corr€ctions
tr Resubmit-copies for apgroval
tr Submit
-copies
ior dlctrlbution
E Rotum
-corrccted
prints
E For review and comment tr
E FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS htlu -
COPY TO
/('96 ffid|ir|r€. Co.|0r,i . 101 Paecoornd Co.|bnt
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SOU]ID RATED:
Floo/Ceilin0s - Wood Framing (wood loists with rough and linishsrt tlo0r) (cont'dl
llo.Flro Rating Rel. Duign llo. Descilption STC Test llo.Ic
2 thr.t515
FC 2F-1 hr.
7 mm) Fire-UL
FM
screw attached lo Resilient Furrin0 Clnnnels spaced
24' o.c. (610 mm) on 2 x 10 (51 mm x 254 mm)
w00d ioish 16' o.c. (406 mm). Wallboard secured
t0 channels with 1' selFdrillino screws 12' o.c.
(3{b mm). 0otion in UL 1515 elbws Drywall
Suspensibn System to be hung lrom joiSb. No
Insuta!0n In otenum.
FM FC181-1 hr. Wilh312'(88.9mm)glasstiber.
Clnnnels NGC 4107
NGC 5161
NGC 5165
est. 50
3 t hr. F.r.--_--rd1 FM FC 19}-1 hr. 12'(12.7 mm) Fire-Shietd G GypsumiT-Tl Wallboard attached to Resilient Furring ChannelsE@ i#Fffilfif,,h,fiflkllhHlHi::ff.:.
2!f 'ffi f 'ff tii.iltlt?IJi131*Hi
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SINGLE LAYER (FLOOR TRUSS)" " F *'g3i
f,i$ffi{$flffiil,if#*ffi{l1*
backed with 2 x 4 (51 mm x 102 mm) wood blocks
fastened t0 lower ihord wilh Z-clips.'1982' (15.1 mm)
plywood floor sheathing.
DOUBLE LAYER MOOD FRAMING)
F[, Fl a-1 hr @ Fa" FrAful
AFceuP;Y(15.9 mm) Fir{lirldJrlllnC or 5/8' (15.9 mm)
F.S. Soflit Board attached with screws 12'o.c. (305).
Wallboard, base iayef nailed a iOht angles t0
2 x 10 (51 mm x 254 mm) wood joists
spaced 16' o.c. (406 mm), resilient funing
channels spaced 24'0.c. (610 mm)and nailed
5 lhr,FC 1G-1 hr.
Melhod B
(FC448)
t_528
FC 5515
ru 3c to
UL
GA
GA
0ne layer 5/8' (15.9 mm) Fire-Shield G Wallboard
screw attached to 7/8' (22.2 mm) screwjunino channel
wire tied Derpendiculario lower ihord of wood:webbed
trusses of 2x4(51 mm x 102 mm) lbr. wilh steel
truss plates spaid 24' o.c. (610 mm). Floor 3/4'
(19.1 mm) nominal plywood.
0ption resilient furring channels..,iir.ii,
DOUBLE LAYER 00R
FC 5512 Wallboard each screwed perpendicular, wilh all
joints ol lace layers staggered 24'(610 mm)
from base layers, to 24'0.c. (610 mm) wood
trusses fabricaled using connectors produced by
members 0f the Truss Plate Institute. 5/8'(15.9 mm)
T & G (long sides) plywood flooring nail applied
m*t'|1e10
Horizonhl Duct Prolection
5.9 mm) Fire-
lhrough base board inlo and at fightangles to joists.
Face hyer ol5/8-(15.9 mm) Fire:ShieliiG bo;rd
screwed to furring channel. Nominal 1' (25.4 mm)
T & G sub and fin-ish floor. optional floor systems
consist ol Floor Topping Mixture over plywood.
1 2hr.WHI 694-0300.1 2 12'(63.5 mm),4'(102 mm)or 6'(152 mm), or Gold Bond
l-Studs 24" o.c. (610 mm). 1' (25.4 mm) Fire-Shield Shattliner.
3 layers '1l2'(12.i mm) Fire-Shield G Gypsum Wallboard, Base
and middle layers parallel lo studs. Face layer perpendicular.
fll zo GOLO BOl'IO OUICK SETECTOR/GEI{ERAL REFEREITCE
2@643513L4 .frr. BURERU ,-rr= (] r-rw RUG 1? '93 742@4
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AUG 1? '93 14:45
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choice. It is a high R-value insulating substrate
InO Irllboa.d'.
rcrLd adia allcf|
tor trpa|ralon ol
th. Oat.
a{oL fia rrq.*ad
Yaeot rataait.. ba.
traan tha t{allbo.rd
a.d th. daok
rr!l:rl':
system to which a broad range of roofing materials can be
affrxed. Nailboard can be used on steep, pitched roofs and above
cathedral ceilings.
Nailboard is made of a polyisocyanurate foam core bonded
during the foaming procees to factory routed Z/16' (11.1 mm) or
5/8" (15.9 mm) oriented strand board on one side and a fiber reinforced
facer on the other. It can be cut and easily instalied without special tools.
Nailboard prevents the thermal short circuits that can result when
more traditional wood blocking and plywood are used. In addition, it
saves labor because the insulation and nailable base are installed in one
step. Nailboard is manufactured under controlled factory conditions
with routed edges in order to provide the required expansion joint
between panels. NRG has developed a unique seam sensor which
cuts every sheet of Nailboard precisely at the end of each board,
resulting in a seamless panel.
PHYSICAL PROPERTIES
Prop€rly
Foam Core Density
Dimensional Stability
Compressive Strcngth
Moisture Vapnr Trans.
Flamc Spread
(foam core)
Nailable Base
Tesl Method
ASTM D-I622
ASTM D.2I26
ASTM D.162I
ASTM E.96
ASTM E.84
Value
2.0 pcf Nominal
2% max.7 days
l8 psi
< t perm
25 max.
Xtllbca?d Guta aad
h.ndlaa aarlly . wlth
ordl|tart aoolr.
BARRIERS
Technicel sFcifications as shoyn in thir booklet rre int nded io b€ u!€d ss seneral
8tidelinei only. Ple-as. callfordebjled 3p€cificrtion!. O 1992 NRc Barriers: lnc.
nCfoamlof Insulation Products
ACFoam Composite consists of the Atlas
closed-cell oolviso core which is bonded tor/:"
perlite on the top side and a fiber reinforced felt
facer on the bottom. The perlite top eliminates
the need for cover boards or vented base sheets
normally recommended over foam insulations.
ACFoam Composite is recommended for use
with BUR, modified bitumen, mechanically
attached and loose-laid ballasted single-ply sys-
tems (see pages 7, 8, 9 and 1 0).
compliances:. f('dcral Spe.ificalion HH I 1972/CtN and HH | 1972,/].
. Metro-Dade Countv, tlorida P()du.t Control No 9 I 0610.7
. Calrfornia Slate lnsulalion O!alitv Slandards ind Titlr 25 F.)an)
tlammability Criteria lLicensr #TC 1211 .
. BOCA. ICBO. and SBCCI Sc(tions on Fonm In\ulalron
FM Standard 4450/4470 Approval:
Actoam Composile is approvetl icx Class I insulak{lsk1'1, wrxxl,
(on, ri.t(' and glp\Jm rooi d,l L \.) r.lrLr. tron ror ooth l rnl .rnil l t'r)
Wjndstornr Classificalions (n)av br mopped or nr(\hrnlr,rlly l.r\lrned
lo con(rctc roof deck). Ret'r to FM AoDro\al Cur.k'lor (k ldr15
UL slandard 1256 Classification:
lnstrlatcd nretal deck conslru( lion asserlrb ies - ConslrLr( lt(nr # I -10
and # l2 J.
UL Standard 790 Classification:
Cla:' A wrtl- -ro\l roo rr, nrh,,l|r'\y\lt nr.. \'\'L,l Urirl(|nt\n"l -
rials Dire( bry.
UL Standard 263 tire Resistance Classification:
Sonr('(.lassiiications for iirr rlsistancc are P]25. P2 ]0. PJ 12. Pl.1i.
P254. P259. P508. P510. P51 1. P70t . P;10. P7l l . P7 l t, P7 t 5.
P7|7.P/-|e,,P719,P72O, PUr)1. I'814. P8l5. PIJI7, PUI8.rnd I'8I9.
Vented-RrM nail base insulation features the Atlas
closed-cell polyiso core, bonded between 7ru"
APA rated OSB on the top side arrd a fiber reirr
forced felt facer or.r the botton. Vented-R offers
the same benefits as A(-Foam Nail Base, plus it is
constructed with ventil.rtion spaces be.tween the
irrsulatron and OSB to dissip,rte mtlislure vapor
arrd heat build-up. For installatiorr 1;rocedures,
contact your local Atlas representative.
Compliancesi
. f,al(,'J \n',. ,fi, dlr,,1 liH.l 1,,'./.1 ;l \
. Mctro-Dade Co!nty, tloridr ftodu( I Conlrol N(). 9 t-o6 ,o.7.
. (-a ik)min Stale Insulalion alu.r ily Slandards and I ill( 25 [('inr
f lanrnl.bility Crik{ia (Lrr |fsr' #TC 1 l ll t
. B()ClA. ICBO, ,nd SU(-( L slt li()r)\ on tornr losol.rltdr.
. LlL alasiified under (.l.rs! A. t]. or ( rorn ( o\'({inits
ACFoam Supreme features the Atlas closed-cell
polyiso core with trr-laminate foil facers.
Supreme provides the highest R-Value per inch
of any of the ACFoanr products, and is specifi-
cally designed for use with mechanically
attached and loose-laid ballasted single-ply
membrarre systems (see pages 7 and 10). This
product, \,ith its low vapor permeability foil
facers, is particularly suited for cold storage
applications. ACFoam Supreme cannot be
used directly with hot asphalt, torch applied or
any fully adhered system'
Compliinces:. t((l{,ral Spr'( rii.alion Hfl-l-l972i,CEN.rnd HH l- 1972ll , Class l
iwitlr lri lrrrrrnale ioll facers)
. Mornr l).r(h (ounty, Florida Producl Contro No.9l{)()}0.7.
. (,rlrlrrfi.r Slate InsLrlation Qualily Slandards.nd Trll('25 Foanr
Fl;nrrnabrlrlr CritL'ria lLi(('nsc fTC I 2l I ).
. B()t A, ICBO rnd SBCCI Seclions on Foam lnsulati.,n
. (-Ci\'l(. \o I1122 R. l{eets CAN/CCSB Slandards
tM Standard {45ol4470 APProval:
ACFo.rrrr S!prenre rs appr<rved ior Class I insulated sktl ()oi deck
( on\lrur tron. Rcler k) FM Approval Cuide for cletails
t
ACFoam Nail Base tnsulation leatures the Atlas
closed-cell polyiso core, bonded between 7rc"
APA rated OSB on the top side and a fiber rein-
forced felt facer on the bottonr. This product pro-
vides an excellerrt base for shingles, tile, or
nrelal roof systems.rncl nray be applied over
rvoori or steel decking. lt is particularly suited
for catheclral ceiling, and lopi home applica-
tions. For application irrformation, contact your
Ioc;r I Atlas represent.-ttive.
Compliancesl. f,ti,.r,r Srx-< iiication HH-l-1972/CEN
&v
. li,t(, D.r([ Counl\, tl(]rr{lJ I'rocllr(l tlonlro \o 9 I of, r(J 7.
. ( .rlrkxnrJ Slr(, Insuletrcnr ()uilrl! Slanddrds r')(l Trtlt ?5 Foanr
tlanrrrr.rbrl tr Cril('ria lti(( n5r { tC l l l l i
. 8()(:A. l( tio. and SBC( l Sri lrons on Fornt llrltrlalrr)rr
. U[ Classiired under Class A, 8, or C roof cove.inSt.t
fM Slandard 4450/4470 APProval:
It I,r Ir \,rrl Br- lr'\urJlt''rs.'11,r,,r''itor' .r\\ lir.trl rl''l ronl
(li( | (r)nrlrLrLlion. Rti(r lo fM ApprovalCur(l{r l(n (1('lnrls-
tso"':?":|-K-nu *ro,
iTi"e^t 4ttoecd x7O5
i
Frr.ii|-
I
i
I
i
.n
,.$
ALI-STATE FIRE PROTECTION, INC
6//5 E 76IU AVE #12
00MMBRCE CITY, COLOMDO 80022
14 WILLOWPIACE
vAn4 coLoMDo
PRODACTSABTVITTAL
SPRINKLEREEADS
C€ntral Optima Rcsid€otial Concealed Pendent 7116' 165o
Central GB Pendent
PIPE TMTINGS, EANGING MATERIAL
TypeM CopperPipe
SoldcrFitings
Ring llangers
VALVES
Balllhip Valve
Pressr€ Relief Valve
Double Chcck Baclflow Prwentor
T€st AndDrain Val\/c
}IISCELII\NEOUS
All thread Rod
AlannBell
FlowSwitch
1.
gDlqenflal l
tima Goncealed
Adj ustable Autornatic Spri n kler
Manufactu red by: Centnl
451 Nonh Csnnbn Avenur
Ooirpmy
PHOTOA
207o DENSFY
110 LINE SCREEN
Standad Ftnbhse:
Spdnklen bra3s
Cover Plate: bras. chrome plated
andwlrlta palnted
wfth dJsiom palnted
flnslher rvalablc.
Leqith: !lo2tA"
(6.1
',rr//oAS
dn)
CowrPfete 3Vt p-a6161a1916,
GelllrE OpenkEz 2W p.c6ent
We[ht: 7.9 oz. (at.sr',nttsnplote
assembly wlth @ver plate
Patented yvlth addtrional pgients
pending.
Product
Descrlption
: The optlma Rosldsnilal oonoealed ls
the worlde flnst 20.x 20, conasaled
rssk enilst spririltter. lt le uL Lbtod
for resldenfial OCcuparcles as. outlinod in NFPA lO, NFPA lgD ald
NFPA 13R u,lth very towflorve md
preszures whlls pmvldlng tho
_aestheilc appsalot e ftafi oon€aled( {iru ptEte.
I
It b desbnod to compofrsat€ for
v€ryho ceiting heBhts by utlilzlq e
drop (hwn delloctor and an
adJusEble throed on esartch€on.
Thb toature is slgnfroant beca|Eo il
. alloun the celung to fluctuato overlt'
h t ehttt. The thln cowr ptete
projectaonly %r' below th-e oelllng fior'rlte rnaxlmum In unobstructed alfr
eesthoilc appearance.
To prevent damage toths sprhkler
alu to euow the sprinklerto be
locatod In th€ cellirE, a spedEt
?notgdtve cap h povided. Thbpledto
cap nas a cono shaped polnt thd oan
- b,e prsssed against the wafi boad to' tocde lhe posltion ot ths Gprinkler andellolt, th€ hole !o tre ari coirecily,
The Residential Optma Corrceabd. Sprird<ler emphys Cenaral,s exduslve
[nk adhmting medranism. The
. f '-dd{et F brass and the cover pfatc
1 . uallable in brass, chrome daicO or
whlto painted.
Opalallon: The Oentral ResHenilal
Optlna Concealed Sprlnkl€r absorbs
heet hrough the ceulng oover plale
whldr ls soldored to the adjudads
rstelner ring udth a fusrue alloy. At
thg ral€d tetrpenturc, tfie alloy
fuses,-resultirg ln the plete drcpdng
aryay ftom the sglntder. At thh point,
the deileclordrope dorvn bebwitre
col||r€ sudaoe, bdrglng aboutthe
lrlds $eoarlp b the f]reb heat. The
heat fuses the lrrl(s thermal demeil
resultlng h a rapld @ulston of both
ttE edh|aung mecfientsm, as wel aE
lhe seellng oap. Water can now lb,rv
h a pattem erElns€red lo meet the
cweragg tsquilemonts.
n Techntcal
Model: D
Style: Conoeajfd (dlrdewe)
Wi'enclr: Opilrna Concealed (pan ff 074)
Offioe Stse: tAr, (tt.t nn) IELOI
K Fgdon 4.2 Go.$t
Threed Size: }{' (tz7nm)N.p.T,
Approvals: U.L.
Tempe?atu'e Bding:
l65eF/74"C Sprlnkler with
135oF/57eC Correr ptate
MarlnumWoftlng pressute: 17S psl
Fadoly Hydro Test iOO% stSO0 psl
OriflGe
Adiustable
GonGealed
Residentia
Sprinkler
ilo.47.6
r'I'. .\\ '' --gptima ntnuar corflSrf,Jpenoc * *oo-Q,^*,
t
I
Flgurc 2
Resldgfilal Conceated pendent
2
sass z9g s r z u3-1xN r dds '1uulH33 99: z r c3t4 96-e6-336
Design
gn B.qut?emams-Rgqlgentht Opilmr Conocaled
Goveaage Arca
(tt. xttl
9ln9!qHeftl ituttlple H€ldMnlmum
Flw
19etn)
Mtntmum
Pr€s$rle
wrl
Mtntmum
Flow
bpn)
Mm|mum
Pnrsalrc
@i)
20 x 20 troo rq. tut 24 92.7 17 16.4
18 x 18 Faf sq. r0 24 32-7 17 16.4
lE x 16psorq.rrJ 18 18.4 13 9.6
l4 x l41rsrq.tty 18 18.4 19 9.6
12 x 121rrlrq. n.p 18 'r8.4 13 9.6
Oata
crutbar n*aum,tp@rf4
(as wfrfi ail festclentiat qrtnkters)'
celllrg oover ptates are avallaue In a varlety of metailic or pahtod flnishes. Fo,qrgtom patnted flnlsheg &e arstomer musriuml*r iqur*tryfnS piir*;'pr.f.r:aUylacqertased, ro ensure pmper olor tlrdlcdto,l. Odd;ft Ailfr il-'|lqdnd tor eadi A00 plat6s.
' Qtn completion of the instaltatbn.
lhe syslem must be te$ed p€r
bo lxtalted In confoflnsd?e rvlth
Installation reoognlzedstandards. In thg ewnt ot
aftread ledq r€nEve the unn apply
ngr pbe Fn corpound or tape,
'and
reln6ftan.
Instaltrilon Sequelrce
$ep f , The unlt m$t bs Instaled ln
the penden[ posnhn.
$op a Thefeos of the cprirtd€r
fittlng stould be Instalted a rcminal
?v.: (ty.) behtnd the tinhhed cenlng
llns. Adircfrnen8, to oompenseto for
varhllone h littlng taoe to cel[ng
height maybe rude bynreaotrgthe
oovgrphle Ftainer In ard out of the
unft'6 srDportc|Jp.
Stsp.3. Use orry a no*hadedrg
gFe Jolnt oorrpound. or Teflon tape.
Apply ordy b the rmle thrcads
8tq,l. Handtlghten the sprinkter
hto lhe lltting. Avold maklrq oontad
u,[h the (btlsclor trrh€n using lhe
Centnt Spdrld€r Optima Concealeo
Wlondr to lhhtgn the unlt Into theflfile. The wremfi h deslgned to
mate w|h tho bodfs wrcndr boss€s,
'Tr0on lr r *dqnrrk ol th. DuFc|rf co.r.
g
lneHe lho thr€aded a4port qrp. A
l€ak tbht folnt requlme a only Z to 14
ft. hs. of lorque. foque lerab
gr€aterlhanat fl. b8. mryd8toilthe
orilico -ceal, resulung ln bafrye.
$lop 5. Alter lnt0al hstdafon and
belorc ttre oorcr phte b tnstalted.
cov€rthe sprl*lerwlth tho cpeohl
phsilc protecilvg cap. Thecap b
speolally dssbned to not only potect
the epdr*ler, hn albwthe ocillng
installere to looate the eprir*ler by
presslng the cellirrg boad up agelnsr
crrfi'gnt NFPA.lg, NFPA 1gO etd
NFPA 13R Standads. Dwhtbnc
l|om thee€ lgquiremanls and stan-
dards, orany alterdlon to lhe sprin-
ldcr as$mbly ltself wil rolC any
wanariy made by Cential Sprinkter
Company. In adCitton. Insteilallon
rrf,tst slso meet local govemment
provblofts, codes and dandards, qs
applbabl€.
The. ry.stgr pFirE must be prop,,
eO shed to gnsuro urg mlnlnilm'
rgqulsort fhw rdg at tho sDrlnlder.
chedc forthe proper modbl, etyle,
orfns gize and terpordure raitrq
pr',or to lns..aildlon. Insrafl spdnkiiro
aner the pF!19 is in ptace to avo6
meofianlcal dam€e: repta€ any
dams06duntt6. Wet ppe systerirsqsf be proteoted fromfneilng.
Optlmr Oonccltgd Wronoh
so 'd segs z9g sTz u3'1XN r irdg '1VdlN33 92: Z T g3l'l E6-46-33q
'il;.;lH,:[trli,ffi lHl,ffi ,"*ffi -T"rur,-"*,,,,*^,w
tne cQllfrE qpard lor the locetion of Ptstfri}a sys1r.ms'oontrine guueltnls
tho €Prinklor. Caro should b€ laken and.mlnlmum malntenanor leiukcmente.
f gnfy ptess the c€ilng lhhtfy agnlnst runhonon, the M mdwny Uavtutg
.Iretap ae ox@sslve pessule wtfl _llry/r{?n'n,8! havc.ddftbnsl tegula-
*ffiJ:: trj1l[:'*ll|:.,ff 'uo t"'1,-#ffi1#',i*'Tf'HTut:anoo'
fufrc:ilgn conectly. ftis .dvisaUte O have spinkler eysrcrns
srep6. rornsrailrheceilrnsoover flTffiil:il*ili,*:ffii*p;
plate' manually thcad the oorrer cuch inepcctiom E" ory i* i" lLesr-telaln€r lnto-lhe support anp. Corr bllity, emUcnr etmospheie, warcr suppiy,
tlril'le threadlng unill the cover rnd Enc.otivlty-
lelSlne/E flenge rssts aoeinst tho .uo rct dempt lo feaslrnue o?
surtace or rho celins. ;l"ffi:8ili#ffililL",lfil,"r'
casrbn: Speciar ** Tjt* F_ll!9n Fr;iffitrf:iily"";r'm,l:lewhen-instaling wlth a CPVC q.yste-m. rjrp"r"tur" raung !s,eptacamentB.Spdntclersmustbelnstanedetierthe diaaurctreoricud;;i;;'
maMaclure/s recommended Benrng orni€rb p'ot"cilon t i6-",d-;""rtr.
time for the primer and cement to - nothing chould be trurn or atalit ro'dnc
ensure that neither acqJmulate urlthln cpdnkler unlt tha r,loulil duru6the
lhg sptlrd{er. pancm. Such ohstruabns must bc
Specfalcaremustbelr''^------ remq'ad' Inlhcevctltthatensttuclbnpgrpp,at,c;;il;#ffi': Sfi$f;#,ffi1X"tr9,i*9il"sprld<rers ru,,Et be i*tailod onty dter iiilili*,. prcrecdoo hvd.the In'rde or rhg spdrrder orop ino '
D" dhd;flio diiiiJlp,inr.r"r"
3ssTieled [tUngs hew beenwlre wlthornlint r.riovrm ifre nrc-omeJro"tafnCto rernove arryflux. Realdlal ayrremtomrcrukf B;;ni;;;,Itl .!n cause cOroslon And h pennlrsbn frcrn eX aurtrodtiea havino
exltJno casss can fnpalr proper lurn{hlol, end notily an pcreonnei'irtrosptrneroperaflon. ffi"Tfftii,*:"ffim:n
l|nfgare & .i;ffi.fifi,ffi;1ff;*
tl tr'6hbna n Ge ffi;Htri:m*ltSf*r*
Remove thc oridlng unlt ariO' tn"latt ttrc
_Sprlnklers must be hardled carefully. nplacrment urhg onlythe reom.
leV muA not bo treosporteA or cor&- mcndcd sprir*|fi wrcnth. Bc 6ndn to
Yt-eg:1$.4!tempcr.tur6 mry oxc.ed mdch model, stylc, orflico, and tempcra.l'OFBg.C. Forbonresults,itorethcln turcrding.q: d!y, ooot tocqtion h the oitglnal
ehhphO Xdcagc.
. Do nor Inchl sprft{dcn thqt hav. bccnooppcd or vbbly dameged. Srhhdcrcqya 1n* bc na.lnted, coct€d. pkrted ordsed ln rny oth.r wry trom minufao
__-._ -.----:-.. -. _,-r, rr.q, r,.r:;ei!;{E' ^.Jptopctfy. Anysprinklcn*ercdlnsuch
-=l=
rnennermustbereplaced. _:
Tne qy;nel s respcnglue tor lh€ onDef -::ffi"?*gt,1H,!fi[fl* trENTRAL
:' { eentral Sprtnkter Company
"H#HtL:flr-ercompanv
ttt"'THli.Lr:.,99**X"'PArs446
F$( (215) 362.538s
aVtire protcct'ton rystem rhd has becn
chu off attcr an acdvdion slDuu bcFprlrod and returhed to .c'.loe immedl.alcy. Inspeot thc entire cyrtem br
dam6g9 and rcdroe or repak ac necc+
rary. Sprlnlden rhd dH not operlb brrt
w6ra eubiected to oonorh€ clenrents ofombuction ot crcer3iy6 teflrpetatures
should bc inspecied, end replaoed ff needbt. The Autlnr$ Haviag,tu rWion wnl
dorall minimum replacement requhomenb
and rcgulatbns.
Guerantoc: Central SprinHer Com-
peny wlll rcpak and/or replroo any
prDdrrcb found to bc dclooiivc h matcrial
or rvort<manshlp rlithln a perbrl ol oneycar|fom thc dat6 of shbm.rt pbr$
rpf .r lo the currcnt Prlco List tor fuithor
detais of the wansnty.
HII#illlr,,,
Ord.rltq lntorrndbn: Whro pledng
m odor, hdild. the fu[ predua hemc]
Plc-see epcdly thc qrnntlty, tfiod.l. Gtyle.
omqr rEo, tempattluro rdtu. lpdnklcf
finBtlcovorplde flnhh, and rprhHer
wrenoll.
. For epedarl palntcd cq,tr plde thbhc*$c c{rrtomcr must a4ply a quHrdryl1g
paml prcfenbty In a lecquer-bcrc finbhb hsur. propcl color dgllcdon. Wlhour
Erldt LguEe, Cfirrrl Sprinklu Oonprny
caatot be rrcponsbtc loraecprb6olor maohlng. Al oJtbm pinttrg of rhcqou.r drte mud bo omdcftd rilh.
lrctory.
Avrlhblllly and Scrvtcr: Contal
epdnkltc, valvcr, acoersorlcr and olherpoduotr arc avalhblc thouOhout thc
U.S. rnd Canrda. ald infiemetlonafb.
throuBh a n.tvuort ol contral sprtrkhr
dislribdion o.rtter& Yor may wr,lte
dir€aif_to Conret Sprintrbi Oompmy. or
cql 215-A6Q{7!0 br the dbtdhior -
ncffest yit0.
convrrlbn Tebb:
1 Incfi : tg.496 661
I loot - 0.€O48 M
1 pound - 0.r.539l€
I loot pound r 1.36 Nml pcl-6.895kpe
- 0,689 ber
- 0.0703 b/anrr
1 U.S. gallon r 3.285 dm!
-S.7BS lilcrc
@nvcrsbns an qnximatc.
(l
(
t
inkler Gg.-$pri
Upright or Pendent
Glass Bulb Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19i+46
R [l3ll,'ol,r,, n Technica I
C
The Central Model GB Upright and
Pendent Automatic Sprinklers
embrace the ultimate in advanced
design fealures. They incorporate the
latest in heat-responsive, glass bulb
technology, which results in a much
smaller more aitractive sprinkler than
'those manufaciured with a more
traditional design approach. The
operating mectanisrn consists of a
liqui&ftlled 5 mm diameter frangible
capsule that is only 1.5 cm in length.
The Model GB Automatic SprinHers
are intended for installation in
accotdanc€ with current NFPA 13
Standards. They are available in 112'
orlftce size ar}d a variety of
t€mperature ralings. finishes and
dmrative coatings.
Operadon: The glass bulb capsule
operating mechanism contains a heat-
sonsitive liquid that expands upon
application of heat. At the rated
temperatu re, the frangible capsute
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a predesigned spray pattem
to contril or extinguish the fire.
For sp€cilic listing .Gqui.e.ne,{s. s€€ lrre EporaG,riate
l*o(mttirn oontained in ftis brocrsre.
Model: GB
Style: Upright or Pendent
Orifice Size: 112'
K Facton 5.6
Thread Size: 1/2' N.P.T.
Tenperatrte Ratiq & Glass B.rlb Coloc
l35eFl57"C Orange
155oFr68oC Red
175"FlVgT Yellow .
2o(FF/S|"C Green
?86eF/141f Blue
360PF/182'C Pwple (6C not
EM.Appaved)
Approvals: lJL, U.LC, F.M.
Meets: MIL€TD€1oC, ML€TDl 67-1,
and MIL€TD€lOC shock,
vibratkrn, and salt.f,og tests for
rnadtime applietions.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test 100% at 500 p.s.i.
Standard Finishes: brass or chrome
plated
Standard Coatings (Not F.M. Aryroved)'.
white painted and black painted
Lengnh: 1 114' (D!w thiead)
Wrdth: 1" (ttame anns)
Weight 1.95 oz.
C
Quarter Section
Model GB Pendent Sprinkler
Modef cB 1t2' Uptlq/trt (Clamle Platd)
. ModelGElt2'Pendrrf.(WttuM)
,:NB:il"t-
The Model GB Upright and Pendent Automatic Sprinklers are intended for area
coverages and flow and pressure requirements as s@ified h qrent NFPA 13
Standards.
flnstallation
All Central Model GB Upright and
Pendent Aulomatic Sprinklers must
be instafied according to curent
NFPA 13 Standards. Deviatirns fom
these requirements and standards or
arry alteration to the sprinkler itseff
will voitl any wananty made by
Central Sprinkler Company. In
addition, installation must also meet
local govemment provisions, codes,
and standards as applicable.
The system piping must be propedy
'sized to insure the minimum rcquited ..
fiow rate at the sprinlder. Check for
the proper model, sfy'le, orifice size,
and temperatufe rating prior to
installation. Install sprinklers after the
plping is in phce to avoid rnechanical
darnage: redace any dalmaged unhts.
Wet pipe rystems must be protected
ftorn freezing.
Upon compleiion of the insallation,
the system must be tested per
reorgnized standa.ds.
In the event of a thread leak
remove the unit appfy new dpe ioint
compouttd or tape, and rein$all.
Installation Sequence
Step 1. The unit must be installed in
the up.ight posilion for updght style
sprinklea, and in the pendent
position tcr F€nCent sivle spdnxlars.
Step 2. Use only a rontardening
plpe joint oompound or Teflon' tape.
Afply to the male threads only.
C
Step 3. Hand tighten the sprinkler
into the litting. For updght sprinklers,
use a Central Spdnkler Combination
Wrench, and lor pendent sprinklers
use a Central Spdnlder Universal
Wrench, to tighten the unit into the
fitting. A leak-tight joint requires only
7 to 14 ft.-lbs. of torque; a tangential
force of 14 to 28 lbs. delivered
trrough a 6'hendb will deliver
adequate toque. Toque levels over
21 ft-lbs. may distort the odfice seal,
resufting in leakage.
l*on, Special carc mirst be taken
when installing pendent sprinldee
with a CPVC qrstem- SPdnlders
must be install€d after the CPVC
manufacturer's recommended setting
time for the primer and cemer to
ensure thal neither accumulate within
the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers musi be installed only after
the inside ol the sprinlder nipple and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause oonosion and in
exlreme cases can impair proPer
sprinkler operation.
[11fi,?fifn,no
Sprinklers must be handled
carefully. They must nol be
transported or stored wtrere ambient
temperature may exceed 1O@FESC.
For best resutts, store thern in a dry,
cool location in the original shipping
package.
Do not install sprinldets that have
been dropped or visittly damaged.' Sprinklers must ne\rer b€ painted,
coated, ptated, or altered in any other
way from manufac,tured condition or
they may not funclion propedy. Any
spdnklers altercd in strch manner
musl be replaoed.
The owner is responsible for the
proper operating condition ol all fire
protection devies and accessories.
The NFPA Standard25 endded,
'lnspediott, Tating aN Maintenane
ot Water&xd Fire Protedion
Systems", contains guidelines and
minimum rnaintenance requirembnts.
Fu rhermore, th e loral Auf p tW
Having Jurisdiclion may have
additional regulations and
requliernerrts for mainle,rance,
tesling. and inspection thal must be
obeye<t.
It is re@mrnended that sprinlder
systems be inspecied regularly by a
qualified inspection service. Length
ol time between such inspections can
vary due to accessibility, ambienl
atmosphere, water supply, and site
activity-'Tefroo b a la&.rraft ol |trr &rPoct Corp.
3
Combinatlon Wrench
Unlversal Wrcncfr
,{\
tlo ndafrmPttoieassernble or'
o0tBtq$e re.r3e a sprinklerlhat has
op€rqt€{. RePlace anY sPrinkler
edriblting conosion or damage;
ah*ays use new sPrinklea of the
same type and temperature rating as
rsplaoements.
Because the discharge Pattem is
critbal to protection of lile and
p.operty, nothing should be hung ot
attacfied to the sprinkler unit that
woukt disrupt the pattern. Such
obstnrctions must be removed. ln the
went that construction has altered
the original conftguration, additional
spdnldets must be installed to
maintain the Proteclion level.
Do not anempl to replace sprinklers
wltfput first removing the fire
protec{ion system from service. Be
oertain to secure pemission from all
^Mfes
ruving Jurisdkl*n, aN
notify a[ personnel who may be
affected dudrg system shutdown. A
ffrc uadr during maintenance
pedods is a recommended
pr€carrllon.
To remove the system from se'.ice
rnod€, ft(st refer to the syslem
operafip gukte-and valve instruction.
Drain rvater and relieve pressure in
tts Cp€s. Remove lhe existing unit
and lnstall he replacement. tsing
only the spdnlder wrencf. Be certain
to maHr model, style, odfice. and
Hryerat re ratftE.
Afi|€ prctec'tion system that has
been shut off after an aclivation
Olggt C€nlrd Sp|huer Cocpany
P.hed h U.S.A"
lt ld b€ r€tumed toservice
immediately. lt6pect the enilire
sptern lordamage and rePlace or
repair as nece$sary. Sprinklers that
did not operate but were subiected to
conosive elements of oombustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authotity Having JurEdiction wrll
delail minimum replacement
requirements and regulalions.
Guarantee: Central Sprinkler
Company will repair andor replace
any poducts found to be defective in
material or workmanship within a
period of one year from the date ol
shipment. Please refer to the currenl
Price Ust for further details of the
wananty.
IENTRAL
Central Sprinkler CompanY
451 N. Cannon Averure, tansdale, PA 19446
Phone (215) 362{700
FAX (2rs)362-s88s
tdering''' -
lnfotmation
Ordering Information: When
placing an order, indicate the full
product name. Please sPecifY the
quantity, model, style, orifice size,
lemperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, a@essodes, and
other products are available
throughout the U.S. and Canada' and
intemationally, through a network of
Central Sprinkler disttibution centers.
You may write directly to Central
Sprinkler Company, or call (215) 352-
o70o lor the distributor nearest you.
Patents: Patents are Pending.
Convercion Table:
1 inch = 25.400 mm
1 foot= 0.3048 M
1 pound = 0.21536 kg
'l foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 b.t(
= O.o7oil kdcnr'
1 U.S. gallon = 3.785 dmt
= 3.785 liters
Corveoions are approxamate.
FIRE
SPRI L
editgrnihhce
Th'b assured performance
offered by copper fire sPrinlder
systems as important to every-
one involved - the architect,
engineer, building owner, con-
tractor, insurer, and fire service
personnel.
Copper tubing exhibits excel-
lent resistance to damage from
intemal and extemal corrosion.
ft does not develop intemal
sudace roughness or exped-
ence a gradual nanowing of
the passage caused by intemal
conosion. The potential for
plugging of sprinlder head od-
fices and small diameter
branctr lines is significantly
reduced with copper tube since
the normal thin, protective cor-
rosion film in the tube bore
does not flake off. This also
rcduces the ne€d for pedodic
maintenane fl ushing opera-
tions. Copper is also hlghly
resistant to extemal sources of
corosion, including exposure
to moisture, most chemical
fumes, process vapors and
similar atmospheres.
The superior flow capacity of
copper permits reduced cross-
and feed main-sizing in many
hydraulically calculated sys-
tems. In pipe schedule sylstems
this advantage is reflected in
the increased number of sprin-
klers permitted by applicable
standarG lor copper lines of
twoincfi and larger. Fur$ter-
more, NFPA recognizes the
use of 3/r incfi copper tube in
spdnkler applbations while the
minium size requirement for
steel pipe is one inch.
Plpe llaterlal Flow Capa<fty
Normal Pipe Size - CTS
Copper is an inherentlYsafe
matedal. lt $rill not bum or sup
port combustion, nor does it
decompose to toxic gases..
Also, it will not carry fire
through floors, walls and ceil-
ings. A oopper systern main-
tains its integrity.and ability to
cany.water where Ptanned
wtren o<posed in a fire situa-
tion. Copper tube will not dete-
rioratewith age or become
embrittled and fail, but remains
effeclive for the life of the in-
stallation. Should anY Part of
the system be damaged, it can
be repaired quicklY and easilY,
often by soldering or brazing in
a new piece. Tees for new
sprinkler drops can. also be
..mechanically formed in Place
using hand tools.
-rrtr,o.o
50 '8. -'ro
tn7
tr
OU (L
(5
a)
70
60
;
oo.
o
CL
to
3o
IL
=-o.a
-Copper QPolybtrtylene -Scfi.4o Steel
Figure 9- Cornpari:son of Flow Capacities in 3 common types of !ipe.
6
;Technical Data
Contents
1. Physical Characleristics of
CopperTube
2.' Friction Loss Tabies
3. Friction Losses: Flttings
and Valves
4. Tube Bending Guide
5. Hanger Spacing
6. Hanger Sizing
7- Soldedng and Brazing
8. Material Spednca$ons
1. Physical Characteristics
ofCopperTube
For use in fire protec{ion
systems, three types of seam-
less drawn coppertube Oype
K, L andM) are olrendy ac-
cepted by NFPA 13, 13D and
13R (Section 3-1.1.4, &3 ard
1-5, respectively). For all hree '
types, the outside drameter as
equalto he nomlnal diameter
plus % inch. However, wall
thicknesses (and thus irside
diameterc) vary. Type M coe
per tubing has he thinnest wall
and is also the leas{ osfly.
Type-L b the seoond thinnest
TypeK tube has thethickest
rvall, he smallest insftl,e darn-'
eter, the greatest ct, ard b
not widely used. Types L and K
are used where bending is r+'
quired. Allcopper tube is avail-
able in drawn (hard) temper in
straight lengths (ordinarily 20
leet long). Types K and L are
also available in anneaied
(soft) temper, supplied in either
2sfoot straight lengths or in
1@''foot ccrils forsizes up to 1
inch and {tfootcoils forsizes
up to 2 incfies.
Wrought attd cast copper
and copper alloy solder ioint
pressure fittiqs are aocepted
by NFPA 13, 13D and 13R.
These are available in a wide
ctroice of configurations for use
with each type d copper tube.
Table 1. Physlcal characledsilcs of tube, types L and ll
t
t
Table 2 Frlctlon toss (psl per linar footf for types L and ll copper tube t'ith 'C factof.= 15(F
Velocity:I o-r o feet per second Itt-ntapr*@,f,
l.
.8.@
&G
.6tB
,0a ,6
.oa .&a
.oa .61
.04 .ma
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MN
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NN
an
tul'[
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an
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aa. t12.
,rt 'r2,€ff
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t!5 ,ta
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DT
nn
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,||.tto
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to
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,r3 ,t5
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nnr
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n&.
.&,,&,
ga&,
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n.a N
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.*24
.9r.81
t6.2t
.&.4
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.g-*
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217 JA
.g.n
&.9,t
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&a
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.g.a
.g..'t.
t,6.il
.6.4
.rn.no
.G' 'Efi, t?l
.8,a..9
.@t.6
.tG6
.tc g
-tr!.t6
.t|t -t€
.t2t.trt
.ttt -!ra
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.lial -r2t
.6 At
.Gtt &
.8 .6
,./to.Gn
.&, at
,* t1,7
.oaa .oat
,ae lag
.Gr ,al
.8.8t
.G'. .o5a
.G'l.G
,cr..@
&&
E1G
o2a
,nt no
ta.n
ra nt
*ta
8f tlan
ci.&
.gs
.ro.G
.o.0
.d.&
,r0&
.0{o ,|o
,tt tro
m2 tll
,€ ,re
ttt .ota
,'lt in1
t6 tu
,ta rta
$l,tr
Bt t'!2
.63&
!t &r
.ot ot
tt tt
!r.&l
.Or,Or
.0r tl
n.0l
.ttt .g
.t,l.tc
.lt tn
-fi -rf7
-s .tJl
zto J9
t1t -ra
........ 4
.&.an
.*.n
.{a
.g&
.aa,g
92.g
'a.a
.rA J.r
-iat -r5l
I2,t
:fi .2rr'
3rS.E
.3a rtt
trt.G
.*sro
ttt trt
-'6tt.9f
-ta -lt'
.9.*a
-tt -t5t
-!l9-$t
.ttt .t0
.tt -g
.ta -le
.ta .tta
-tt, .424.
-f*t -r4
-*19 -(,
-t3 -ttt
JA:9
-'l'' -t-
-a35 -t4
-r9 -t.t
.tdt -tt?
-ta -14$
.r7t 1a
-'c.-
B
Tabl€ S. Allowances forfiiction loss in fittingsandvalves eteressed as equivalentleqrthof tnbe(tee$
4. Tube Bending Guide 5. Hanger Spacing
Table 4. Bendlng guide for coppertube.Table 5. Hanger Spaclng
'h:FPA 13. Sec. $,t.1.7 attaua bending K ard t oppertubo.
^^
NFPA t3D ard tgR have no ,€stidi&rs m tendng ccipertrbe.- Bendrng done wifi mec$anir=l tools
6. Hanger Sizing
Table 6. Hanger slzing
' Above 2-inch, Use the same SpS t ange. sAe as tt e t rOe size.
$;rit-i;'q
;. 1
I
J
NFP4 13. (Secfon &t.t.t).
and N|PA l3D (Secfon 9-&6)
and NFPA l3R (Sedion t-5.6)
recognize the use of 99S tin-
antimony soHer for fire jofinlng
of wetjipe copperfire sprinkler
systerns.
For all copper systems,
NFPA 13 (Section $124) rec-
ognizes the use of fillermetals
for brazing wtrictr udtrstand
hi,gher temperatuies. NFPA tg'
(Section 3-1.1.1, a[ows thd
useof BCUP€andBAJP4
braziqg filler metals. For more
informatiorl, refer to AUIS. A5.9, .
('Specifcation for Erazing Fifier
Metal)-'
Excellent resutts are dained
in using a non-aggrcssive sol-
derirq or brazfuB flux ryftidl
sh9lrld be appliedqaftgty In
a lhin, even coating to both
tube and ftfling. The flues
used in bradng ar€dfterentln
conposition to soldatrgifirnes
and cannot be used her-
cfianseably.
The Anierban SocJety for
Testing ard llaterhb 6on-
sidedng a stardad braplder
fltxpedornane. hblmpor-
tant that solder fluies miet fte
requirements of this dandard,
so failures due to conosion
fnom aggressive fluxwifi not
ocqrr.
ANSTL Arae*:n l€fondwrds .
lcs6rle. hc. t4ogdrny. ttY_,wt6fa
nSue fhe ejtrlricet &d.Ulo.
ueAradca e!h...r. SaS e {,
sr-r(Y-try19617.
esn/L emaizt Sodr{h.Tt ftg.ndllaabk t9t6 Ra$-
PtibdebHa. pA t9tG.'Atirs: Alfqi=n W€t4tf Sod.ry.5SO
a(w. tc.ranc Rc4ff,ard F_glt26-
& llatedal Specifications
'Table&
$pecmcdons fortrbg, fiUhgs, solderand hdqg dloys and fltr
FI
b
i
i
..F. -.',,q, .
...
tfTT
crinneu
o
Wrot Copper/Cast Brass
Sofder Joint Fittings
Catalog WCCB-82
::
'wrot copper/cast brass o PRESSURE
1|€""qlhs"
coupling with stop
coppe( to @pper
fig.910O/970O
couptings
coupling wilh stop
copper to coppelr
fig. 9l{Xt/9700 (con't)
nomin l
sazc
.PP(O&
nct r^l|l.
unil
Prck
dim.
N
crflon
qu.ntaty
coupling withoid stop
@pperto @ppe(
fig.9l0l
N-1r-iT
nornlnel lwrot I can I dl(||.
sazc N
erloo I unilqurntty I p|ct appror.
nct !,tt."
*r- o.d.
ur'
r r- I ,/re- o-r
'.ic'o-d-, .c' o.d. x 1,1
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rt-
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rr' x t/re' o.c
t'r lt-
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o
wrot copper /
couplings
fig. 91Ol (con'r)
drain coupling
@pperto @pper
1i9.9703_r-f
U
fifting reducer
titting to @pper
fig.9ldl-2/9706
eccentric coupling@pprbopwr
ftS.9m5
nomlnel
sizc
wrol I cast dim.
A
carlonqulnliry unil lapp.or-pack I n€t wf.
7
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14.37
nomlnal
siza
rrol ca3l dlm.
A
cartoa
quenlity
unltp.ct rppoo&
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fig. 9708
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adapters X
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90" fitting ell
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fig. 9736
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tig.9738
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f49.9106/9740
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wrot copper/ cast brass o PRESSURE
90" fifting ell
tifting to @pper
ti1. 9to7-C2197s2
elbows
fig. 9107-2LT (con't,
female 90' ell
copper to fanale
fig.9108/9753
f,. 'LEf4- -l-v-R,
I
^JI
Ic
i:I
t:
I
d
l_
nomlnaltl!r dLrr
A
dtrl
B
rt-
'f- r t4'
rf
'r' : \-
!t-
rr' r t4'
*i'
li_
50
50
50rTg
50
50
5{l5
to
6
to
10
to
5
.or
&,
.(xl
.(x
.(xt
.08
.06
.t I
-17
-r8
.toa
3rz
.a5
l-raf
'r- r li-
'a
t-
lr- x l_
I Y.-
x
x
x
x
x
x
elbows \
tl"l "R\3 .H
9O" fitting ell
titting to @ppe(
fig. 9107-2LT
tlt
r\a
I rr/n
lrt rr
lle
2rln
?tl.
t?rc
4lr
4.
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?EIz
no.ranal
size
wrot cast dim.
A
cralofl
qurnlaly
unil
p.ck aPPror.
nea wt.
lrr- r l%'
trr-
x
x
2t
2,t t:
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5
5
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7
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x
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r.23
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x
x
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6
6Vrr
I
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3.39
5.56
4'x 55 r:Srlr I 7.88
{|omanal
size
wrot caSl dim-
K
dln.
L
cadoar
qurnlaty
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pack
apPnor.
net wl.
t-
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x
x
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x
x
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x
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r.39
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I
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19.00
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r l:;f l1';l :3 l_ | *
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x
x
x
x
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ri
h
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r\a
$t
i*r
?rt'!
tutt
l5lt
ttrr-t
lulc
lr*e
wrot copper/ cast brass o PRESSURE
tees
copper b coppet :) copper
fig.9llU9Z/0 fig. 9111/9ir'0 (con't)
nominal
sirc
*"1.fl'lol:carton I unit
nel srl.v 't-
':-t%'rh'
:.- x y.'r lt'
r.- r r'.' I t/rr- O.d.
'.'xV.'r!t'
r.e' r r!' I ?rc' O-d.ti- r lrrc' o.d. I Vr-ri'r s '5'6.d g {ta'9.'.'IVa'tU.'
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l"'.lt''
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tt rl
tt rl
tt t2
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rt;Il
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r5:,:2
r5J!l
ht
rttrz
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50
50
50
50
50
50
50
50
50
50
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rr'rtt'rtl-
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27
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30
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77
F,
:
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t
tl
wrot copper/ cast brass e PRESSURE
tees tees
lee
copper to @pper to coppe(
fig. 9l1U9Z/0 (con't)
nominal
sire
fig- 9l t l/9770 (con't)
dam.
U
dam.
T
dim.v Gaalonqs.nlily unat aPpfor.
nel wt.
-67
3.84
t.18
.59
52
-44
.41
.67
.55
s2
.4
.42
.67
.59
50
.rG
.4t
s7
57
5l
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.69
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lth-r1rh'x1Y.
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lh' x 7u.' r 1Y.
l r-i- r lli'x l-
lllr'x'lth'xY.'
l!a-xlth-xl4'
t1frlrt-xY.'
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r l- I 520
18
I
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t.o
wrot copper / cast bra
-:'i ". i::i.::{i.: ilil
PRESSURE
tees tees Vt\
copper to fifting to coppe(fig.9ll1-2
fig.9ltt/9770 (con.r)
nominal I wrot Isize I I
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T
dim.
U
dam.
v
carlon I unil
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nel wl.
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@ Grinnell=BRONZE VALVES FOR
ST'PPLYSAI.ES @MPANY FIRE PROTECTION SYSTEMS
U.L LISTEO VALVES
Fig.66
OSTYGA1EVALVE
!t' lhrough 2'
U.L tJSI'd ' FM APPFOVED
BAONZEMTEVALVE
Ul- - FM fisr€d tor 175 Fsi
Gcncral Sarvicc Fsdng
12:t h. s1 rP, .rco |b. woG non shoct
Fig- 39 NSr
Frg. 39 llN'
HOS€ GATEVALVE N.RS.
2h'
U.L Us@d . FM APPROVED
r75 tb. w.w.P.
rl'lS = FSPS THD. To MTL
STD. HOSE THO.
'MN = l'lATl- STO THO. E062
X 7}I NSTIHD X NAT'I-
STD. HOS€ THD.
Fig.936
ANGLE HGE VALVE
2Y2'
U.L UsIEd O FM APPROVEO
zuM-NOTSC
175/3@ tb. w.w.P.
NTL STO. PIP€ THD.
X NTL STD. HOSE THO.
GRINNELLTRIM VALVES'
FIgl 1550 U.L.
BEASS EALL VALVE
U.L Lbt d
Convcntiond Port
X' throogh 2-
TFE S.rt3
no b. w.w.P.
F19.2960
BALL ORIP VALVE
BAAS{;u'a'['
R9.2920
BRONZ€ GLOAE VALVE
u- ftuoogh f
Buna-N Oisc
r75 tb w.wf.
R9 3000 HC
BRONZE GATE VALVE!f' throrrgfi 116'
N.P-T. r NTt tlosc
Th.eed r,y'Cap E Chain
20c rb w.w.P
FlS.2930
ERONZE ANGLE VALVE
14' O|.ough 2.
Sc'rt.'ln Bonnat
Bum-N Disc
r75 lb W.W.P.
U.L Uned r|4' thrcugh f
F19.2940
ARONZE SIDE OUTLET
Globr Vah/€
L' Size
Screw-ln gonnei
Euna-N oisc
/n0 lb w.w.P.
raosT TRII| vaLvEs Atso AvAtLAaLE WtTr{ SO(O€R JOtf{T GONN€CTIO0|S.
F19.2950
BRONZE CH€CK VALVE
Horizoorll Swing
%- through 2-
Euna-N Olsc
200 tb w.w.P.
CocuneeCfty. @ M.
(sr31288-:Xnt
Fa:( 288€!82
NO. 53 Pressure Retief Valve
For presurre relief only. Furnished without a leuer.
Yz' temale drain. Presnre range 75.175 lbs. Stan-
dard settings 75. 125 and 150 fbs.. -::-
Abo specially arnilable:it 50 lbs. setting.
No. 530
)alibrated Pressure Relief Valve
]alibrated adjustment fqatufe for setting rnlra to
elief pressure. Adlusabtd.range 50-175 lbs-
I . fll lft cohstruction and stainiass steetspnng.' tdealty suited as a byaas.ihernal expansion rai.r yalve-
t[o] Size 'Feight ' Wiett $reisht
53
530
V2 o( 314':
tlz ot3lq"
l?la" tlz lV
ls/e" s/e {b.
24e'i
3"
: SPECIFICATION -.1..-
Model 805Y (3/n' through-2")
Double Check Backflow Preventer
For Non-Toxic Service
Features
. tffhead 16
. sofirobadco "r- rypecr€lcKvahtes'
o Dotrtnett€C tlow trrffos cSOn!rc0 ry Univotsly ct
so,rl-ti;t i at't|;n h Foqdanon brooss Oonnedim
Contot alrd tlffrafrc Resanctu
o Satrle sewico plocctrres- /u hE(ml f'ts ate senie
ablcitfne.
o lloas all soecrTcalirns ol AWWA ASSA ard USC
fosnOar,o,i tor qs Conneclbo Codrol and Hyd.grf,c
Rcswctr
d<g .o Brone t|ode$. ?ps. sft|Idl flvos and teslcor
. Operation
^ao- lrairrflovaonalfoortrecrrcdtwlv€shold I Ptil n*lmrn--Elhfu dr€cdonolfror. hellqvconfllnOedrccf vdueor7trt oooc proporllomt !o the 0o,r dsrrard h a baddor
ccrrflbn oati cfreclc *il dce uttil t,te acsrmdittn of
nomld [orv.
Tydcal Spedfications
fho Dqrbb Ched( Vdra assanbty ll' Ut urgh f $ol
oocCsto(abrooze bodyrithb.tiEedd.lhebodysfial
be a Y psl€rn de{ion horporairg hrs sptttg loedod.
c6rilorouited cfiedc assembfres. The acserbry $aI
fr*de-weaOeditetandodd. ulpodbqlvahto€t{rtdf
valv€sa.xllcrtf beltdvet€stcod€.Alhfiamalpe,tsddl
Decf corodott|eddanlfledEfr .. ; :_ '' - l
Aloq[loo|Gd(Vah,Crfief beerrstuded eo'rlnerg,,
pc|scmboserri€d$ilprf rcinovhgUres#yfrmt
ahcfEScddscsCtd beteversblafhcaesectlyCtd
Ocohstrdohslnledh anypoenin DanbCh€d(V€lrra . .
ddborsledb l75P$mlerwulErppr€ssnoandttder
le.rporafilE fiqn 3AF |o tOfF.
Ileasser$lyshaflme€tttre(eqnrem€dsolASSE$adarl
1015. nl'I,VA Stantard C5OS78, ad USC F*mdation br
Cross Oorrecrion Ccdrd ard Hyo'afrc &xeatch. Sx$r
TySrical Applicatbns
--..^.'OqrbbOteclrassen$hareusodbpeirer{boddlowot:' Jpofifads t]nt are ot&airrable hd.toi bdc. t]c||bb
\-/dlod(stmybeinsranedudercornnrgsOressrreselnry
andtnrvbesl&iedorrobackprossure. DoubleCheckscan
;;-dfr h;otiildert igaoon qrs"r*. fireP'o'edlonnfftod
&ediii';iJfttr.", ir&eaio.r-ol anagttatdadghouctttl
in+brt pfumt*rg syd€{r ard otner s)ElflEleqrlrtrtg '
ordeaidn Local cotlos lr|ay Ya'f ogfln I errp|iles I(r
;e€dfc a4prrclud qlpficatins-
lnstallation
iibdel 805'f oouble(treckBacldlorPrq€.ile€sfiotldbe
ilsts[a-withadoqratod€a€trceandeayaccqsb$lyhr'
tediloard,tttt{dtaEandttT.r6tbyFolec&dlKxlllto@' ;
ho:-fi assornbt/storbe'ursblbd tiito@fyglw@fv;fiiii& uo.iiaa iiocat codos hf spediaiqa[don
iinnirtCis.sonerrdesoryprdibl'wttcdlcca&licnl*nrOrdaooan rbo andortrrder hgfiitddqwt sredr
o| ia 6ackitil ircn :rrrcr can catrse €t(#ue P.tcssr(€.
erccrslveprescireclluatinnssha-dd beofiittittdlcdioawitl
poesiuodmage to the q/stern 8nd assql61!/'
Charactedstics
lad nrtqld.!! P(G.g, c
Hld.odileLdP.c.stc
IocpcrautRr4o
fl/ad
and Matedals
, rtsPsl
- 3goPslgZf ro:ef '
Ittlst
. Crdo€f -
. l|*rV$G8odt
€bdq||c.t
Spfno.
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s3ilescco€|,3003o.b6
: ort gi{er iys*rns ttnt epedcre j arccssol a condad f '(rF.
rssootlt.t|rd bo o(dted w$ tlw (805Y l' l{wl
r Crn bo &risfiert rfl ! odit C sfirse seat d*s br arcas
sd.cf b c|rblcrtre <egra<tatin cl abbet patls- . . --:.. - .:--
. ',t:.: ' 3'86Y3t9:'" '
4 2840 1?4.66 tr27.o t?..63) 45.-O 260..ao .73.t a.a
A! dm€a$(rl. er. aopordlhda
USC FCCC&HR.'Apptored
/ rvl/\rA CSOO Conforcanco
ASSE Lbled 1015
CSA B€4.5 Certilied
'|APMO@ Usted
' Valves rnusl be supplied
with resiliert seated shrrl-oll
valves ard te.t cocks ffi
USE FCCC& HR approrrd
!o b€ h effed.
IFESEA,
I
7U"
r7l,Q
a,
t
o
Metric (mm.)
B.
tErwr.E UrrGoq
lvtodel &l5Y FLOIV CURVES
FlorqrtcsoSldrcdbtt SCftrffinbficrCqndoffidtndl|tfilft e6€.dt
953
ot3ra2ra2
eSil
e63 '
r,a8raE
635 A2635 3.r85.1 73oar a.l
!5
U'o-6roaD
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15
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18 {FPS,
4
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{FPS
N(rlc$ t- vefcc.;ct arccshraed tor ltoir'*r sctrcdlc.t(rgcgrt * '
2. TytiS iCe. s!|cfli 0orrrdocihr of Olo t5 flls lf{rad bc |,3cd b hc.d locs ct6c|e.|crco.np..|s,q
1-
AdvidottolCftlEhd.rgriesP-O- EoxB)n}. Fresno.C.aS|qt;u97,ff.@(B)252{ttgtTdegt-T6l6Ctj8FSOFar(2(l9t1S€G0
SS 8{t5YZ rco erqkn6eor(l{d.fr!.d-o(,s^
D
i-'.,'..
a_-: .
FQ.No.
slzE LIST PRICE
3l4f
l'
l-ll4'
l-7tl
t
L
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3-
4.
5-
6,
7.(
COWLIES WNTT NFPA.T 3 ATTD
. fiih\*r*o--'ffiigtttots,sgrr utcKwe
OPERTNON.piirutexwnxNstAII4p--
rewn.nr.sfstttttoungi-ftt onntuSwsauAEABIE-onmewNorEDON
INDIUTT'RPINIE
TepFwtwFoR'PREsst RE
GN'GE .
itppwe euemslEroa
RELIEFUALVE.
WttStW,ntAPPRO1IED'
UrcUSTED.MCBSA-tnoe'sM.
8.
9-toIt..
VdreSce
*riogsca I
ftsclT<otHrd Clrss
I
M@$@ardby:
AGF lv{anufacauing, Inc.
DIMENSrcNS-I}ICAES
strE A a c o E F.G H
%Slie rN 4a 4X 4 rN q*f|le
t 5,<.ly zx Ita 4(rx ry*qt
rt6 sr,&,rrL 2N q'gi.lV(qt vk
7ti Sr/rc ry.3'X.sX.srt 4l t*.rol/r'
2 3',)1t ry.3,Nrl st{n,crt 4(aX.rorf.
/n -F\Jr' Y
USTED . AFPRO',€O
.::i
SO UTH LAN D sPRINKLER SU PP LY
MET{BER OF SUPPLY NET
v
tRt
69c,,
rftcoi?oaaTCo
ooaofi ! cr . oral 72r.55c9
FIG.2ffi
"TRIMIJI{E" ADIUSTffiLE RING HANGER
Size Ronge - ll2 thru 8 inch fipe.
Matedal - St€el, Mil. Galvanized to G-90 speci-
frcatbn.
Futtction - For fire sprinkler and other general
tipforg purpces. Knurled silrivel nut design
permits hanger adjustnent after i:nstalhtion
Spdng tensbn on suivel nut holds it securely in
haqger before instalhtion. $pivel nut is easity
renrowd
Approuots - Urderwriters' Laboratodes [sted and
Factory Mutual greineerlrlg approrred Confonns
to Fedetal Speciftatbrt WW-H-171E, type f0, and
Itdanufactrrers Standardizatbn Socieg SP{9,
ti,p€ f0.
Dlalinnnn Tempuafire - 65$F
Finirft - Ml. Gahanized, HDG, ard Staforless
SteeL
Otder By - Frgure number and pipe size.
(.
(
I-
2-
3-
2-7
4.
7-318 5-
400 Y2
400 14
x1 6fl)n
xl 600 u
14qa x I vn 65
l3'v8 8-s/4 3-V4 12ga x 1-V4 L2fi ub
^4,a5r-
ITIUI
rr|coiPoRAfcD
COnOflA, CA.l 1) n7-559c 53('
I
FIG.99
ALLTHREALD ROD CUT TO LENGTH
Size Eange . 3/8 thru 78 turch rod in 1 inch
increments.
Motqial - Carbon Steel
Maxinum Tenpcrvlture - ?ffF
Finbrr - Plain, ElectroGahranized, and Stainless
Steel.
Order By - Figure number, rod dianreter, rod
length and finish.
MAJlc NEC. LOAI' LAS.NOD FOR SENV|CE TEI{PS.srzE 650T fltcFw
l0l0
1610
24m
3360
3/8
v2
sl8
3/4
7/8
510
1130
1810
27L0
3n0
('
FIG.7N
AIT THREAD ROD FUIT LENGTHS
1-V2 inch rod in tO.(fSize Bangre - f4 thru
lensths.
Matetful - Carbon Steel
Moxitmtm Tcnlrlrrol/rir e - 750"FfUi* - Phh, EbctroGalranized, and Stahless
SteeI
Mq By - Figure number, rod dianreter, ard
finistr.
MAK RAC.IOAI' L8S. APPRO,(.
FOR SERI'ICETE NS WETGIIT66CF 'l,,'F
PEN IO FT.26 2r5
1130 1010
3/4 27LO 24n V3
-
mi-u2 11630 10370 510
ROD
srzE
u2I
53
4
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2
v
Tv
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$ljGl
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l
(
System Senso/s KMS/KBS Series bells
are low current audible signaling
devices for use in fire and burglary
rystems or other signaling applications.
The KMS Series bells use a low<unent
high-efficiency DC motorto drive the
striker. These models are polarized for
use with supervision circuitry. The KBS
Series bells use a trro-coil vibrator.
UNDERDOME DESIGN
Avail.rble in three sizes: 5", 8', 10'.
INDOOR'OUTDq'R
INSTALTANON
Mounts to a standard 4' square
/.. electrical box.
Ir-I\ --I
'^,IIIAOE II{ THE U.S.A
--sYsrEtwsENsoR=A DIVISION OF PITTWAY
38j25 Ohlo Avauc . SL Chtrl6, mrdr 60174 . 708€77d16:l . FAI: 7O8.377.€495
ln Grtedr: 416-675-1695 . FAI: /3166:t5.7OZt
fiS:'Z=i;F.,ig[!::=.:#
lndufis First 3-Year Wananty
Genera Specificatioq
Flush Mounting
0rdering Information
Waterflow SwitchesWFD20 waterflow Detector, S<hedule 10/10, 2'WFD25 WaterflowDetector,Schedulelu40,2-1n'WFD30 Waterflow Detector, Schedule 10/10, 3'WfD35 waterflowDetector,s<hedule 1w4o.3-1n'WFD40 Waterflow Detector, Schedule l(yzl{!. 4'WFD50 Waterflow Oetector. Schedule lUr{|, 5'WFD60 Waterflow Detector. s<hedule 10/l{), 6'WFD80 waterflow Detector, Schedule lCVttO, 8'WfDT Waterflow Detector fits 1 ', 1-1/4', l-1rz' steel
and brass threaded tees
Master Packed: 6 units
Superuisory SwitchesO5Y2 Outside s€reu/ and Yoke Supervisory Switch -Two SPDT SwitchesPIBV2 Post IndicatorButterfly valve Supervisory Sw;i€h -Two SPDT Switches
Pressure Sr*'itches
WPsl0-1 Alarm Waterflow Pressure Srv:tch, One SPDT, '!0 Psl
WP51GZ Alarm Waterfiow Pressure Swit<h, Two SPOT, lC PSI
WP9|G1 Supervisory Pressure Low Switch, One SPDT, 4G1O0 Psl
Engineering sftc"tlons I
Audible alarm denices shall be bells with underdome strikers
and operating mechanisms. Gong on said bells shall be no
smallerthan nominal6'A'/1 0' (specifywhkh)with anoperating
voltage of 24 VDC or 120 VAC (specify which). Bells shall be
suitable for surface or semiflush mounting. Outdoor surface
mounted installations shall be weatherproof. Otherwise bells
shall mount to a standard 4' square electrical box having a
maximum projection of 2-1t2' . Bells shall be located as shown
on the drawings or as determined by the authority having
jurisdiction. Bells shall be listed by Underwriters Laboratories
and Factory Mutual approved.
Approved: UL, FM. ULC
Vollage Operating
Curlent
KM5-6-24
21-30 VDC 0.11 AmpsKMS-8-24
KMS-10-24
KBS-6-120
120 VAC 0.045 AmpsKBS-8-120
KBS-I0-120
Typlcal tlecibel Rating Installed
KMS-6-24 97 dBA
KMS-8-24 102 dBA
KMS-10-24 104 dBA
KB5-6-120 95 dBA
KBS-8-120 98 dBA
KBS-10-120 102 d8A
WP540-2 Supervisory Pressure High/Low Swit(h. Two SPDT,
4,0-100 Psl
Alarm EellsKM5-6-24 Bell, 6', 24 VDC. Pola.ized, 97 dBAKMS-8-24 Bell. 8', 24 VDC Polarized, 102 dBA -
KMS-IG24 Bell, l0',24VDC, Polarized, r04 dBA
KBS-G120 Bell, 6', 120 VAC, Polarized,95 dBAKBs-&120 Bell.8', 120 VAC, Polarized, 98 dBA
K85-10-120 Bell, 10', 120 VAC, Polarized, 102dBA
Accessories
545-7000 Tamper Switch Kh tor WFD Detectorr PIB\z and OSY243010-00 Accessory Kit for PIB\r2 (Wrendtes. s€rew Pack)43011{O Ac(essory Kit for OSY2 (Wrendtet s<rew Pack r-hook)4'3008-00 Timer Assembly for Waterflou, Detectors, 2-8' 5izes
(black)
NOTE: Decibel rating measured al 10'
spacing in an anechoic cfiamber
Terminal Block Replacement
Paddle Kit for I/VFDT onlv - 3 Paddles
TarnFer Sirc!\6 for WFD-Meta! Cover
Tamper l'rcof \ .,rerrch for Metal Cover C,VFD Dete(to6,
477-01-02
44027-00
507{6-01
WFDW
WFDT, O5Y2. P!E\/?)HEXW Hex Wrench for Supervisory Switches
All sprinkler itcrc dre lftan waterflow switdres arc single pad<ed.
(
O Copyright l99l by 5)5tem S€ne( A Division ot Pitway
^@"-,t+VSR+EFl]/.,61., vANETveEUATERFLOW\,/ l\rrtFGt^e ) ratf?a-l ttE fA E ft>. swtrcH wrH REIARD
Potter Electric Signol Compony 2O8l C.aig Rd.. , St. Lo.rC- MO Glr'6 , (SOOI 32t3ft6 '
(3t'l 878-':t2t
SERVICE.PRESSURE UP TO 450 PSI. FOR 2" TO 8" PIPESIZES
250 PSt FOR 10" PIPESIZE
MINIMUM FLOW RATE FOR ALARM.IO GPM
CHARACTERISTICS
U.L. LISTEO ANO F.M. APPROV€O
oIMENSIONS & WEIGHTS: See Fig.2
ENCLOSURE: Cast Aluminum
Finished: Red Enamel
CoNTACT RATINGS: Tuo sets of S.POT. (Fonn C)
rs-OOAmP- @1?5I250V'AC
0.50AmP. @125\|-OC
O.2s,JinP.@25f,V-DC
2.50AmP. @ 0€0V- DC
ENVIRONMENTAL LIMITATONS : 4OoFll2OoF
4.5ccr490c
General Purpoee br Indoor Use
GAUTION: This devioe is oot intended lor
appfcatioos odtdoo6 or h elglosive erui(nments.
SUESA'AILABLE
u.L - Foisd|ed.tu Q W 2' 0|ru 10'
&rScfiedubSl Ppe 8'
El{- -ForSdpdde 40 PF€:2'dw 6''
turSdP&de 3Xl PiPe: 8' and l0'.
sER[ncEu;e
futomaticSpdnklet
One orTrvo FamnY Dwdfittg
CenrdSatln
t-ocal
ADdfiaty
Recde$atiott
Prop.ie0aty
OPflONA|-: Oover Tamper s\rttcft
frersilcNo.54AU0
NFPlFl3
NFPI'.ISO
NFPAFT1
NFPe"?24
NFPAFT2B
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TESTING
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o
ALL-STATE FIRE PROTECTION, INC.
5045 E. 76TH AVE., *12
CoMMERCE CITY, CO. 80022
HYDRAULIC CALCULATIONS
FOR
44 WTLLOW PTACE
vArL, coLoRADO
FILE NI'UAER: WILIOW2
8/28/94
REMOTE AREA #2
-DESIGN DATA-
OCCUPANCY CLASSIFICATION: NFPA. 13R DWELLING
TYPE OF SPRINKIJERS: CENTRAL OPTII.{A RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGE: 20 fE. x 20 ft.
NT'MBER OF SPRINKLERS CALCULATED: ]. head
MINIMIru GPU REQUIRED PER SPRINKLER: 24.0 gpnT
BOTAL SPRINKIJER WATER FLOW REQUIRED: 24.0 gpm
TOTAT WATER REQUIRED (including ho6e): 80.4 gprn
FLOW AND PRESSURE (t BOR): 80.4 gprr 0 80.1 psi
SPRINKLER ORTFICE SIZE: 7/16 inch
NAI.IE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN,/LAYOUT BY: STEVE KYLE
AUTHORITY HAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRA},I
HRS SYSTEMS, rNC.
ATLANTA. GA
I ,".roo'R srsrtsu HrDRAItr,rc 0".r"Date: OAl28lL994
JOB TI$.E: {l tfillos Place Renote Area f2
I'AIER SI'PPLY DATA
NODE AIIALYSTS DATA
NODE TAG BLEVATION
(Fr)
39.1
RESID. FIOT{
PRESS. €(PSr) (CPu)
62.0 705.0
NODE TY?E
K= 4.20
PRESSURS DTSCNAREE(PSr) (GPM)
32.7 24.0
SOURCE
NODE
TEG
suP
STATIC
PRESs.
(PSr )
I'15.0
AVAIL.
PRESS. E
(PSr)
143.6
TOTAI,
DEI{AIID
(GPM)
79.0
Page 1
TfILIOT2
R,SQ'D
PRESS.
(PSr )
80.4
AGCRACATB trIOW ANAIYSTS:
TOTAL TTOT{ AT SOURCE
TOIAL EOSE STREAI.! AI'IOWANCE AT SOURCE
OTTTBR EOSE STREAI.I ALIPWANCES
TOAAI, DISCIIARGE FROU AETIVE SPRINKI,ERS
79.0
0.0
55.0
24.0
GPU
GPI,T
GPI.T
GPU
' i tO gpnnncen'.8rgrnt,EiDRA.tr,ralorrrr..,,," pagc 2.,.:,,t!,;',Datc: 0812811991
JOB IIIELE: {{ ||illow Placc R€ootc Area *2
{,
NODE TTG ELBVIIION(m)
39.8
36.0
28.0
26.5
21. s
15.5
- 11.5
9.5
9.5
6.5
0.5
1.0
1.5
1.5
0.0
NODE TT?B PRESSI'RI DISCSARGE(Psr) (cPDr)
4
10
16
L7
18
19
20
44
45
46
BOR
DOt{
BS
BD
SUP
HOSE SIREAU
50.2
52.3
61.5
60.5
54.6
66.4
?0.3
?L.4
71.5
72.4
80. 1
79.8
79.6
?5.1
80.4
55.0
79.0
Date: 08/28/1994
iIOB TITLE: 44 Willow Place Remote Area *2
PIPE DATA
PIPE TAGEND ELEV.
NODES (FT)
Pipe: 1
F. L,. ,/Ff
0.811 PL 25.70
150 FTG 4ET
0.422 Tr. 42.20
1.055 PL 3.80
150 FTG
0.117 TL 3.80
1.055 PI., 105.40
150 FTG 6E2T
0.012 TL 138.60
1.0s5 PL 1?.00
150 FTG EzT
0.117 TL 35.20
1.05s PL 16.00
150 FTG ET
0.012 TL 26.60
1.0s5 PL 84.60
150 FTG 5E3T
0.003 TL L22.40
1.055 PL 11.50
150 FTG 2ET
0.063 TL 25.10
1.055 PL 37.40
150 FTG 2E2I
0.023 TL 58.60
L.29L PT, 71.50
150 FTG 3E
0.003 tt, 85.00
1.291 PL 7A.40
150 FTG 7E4I
0.002 TL 146.30
I.52'1 PL 3.90
150 FTG T
0.004 TL 16.00
L.527 PL 34.50
150 FEG 2EF
0.007 TL 58.60
1.055 PL 18.80
150 FTG E2T
0.043 TL 3?.00
Page 3
PRESS.
suu.
(Psr)
PF 1?.8
PE 0.3PV 1.5
PF O.4P8 -1 .6
PV 0.5
PF 1.5PE -0.6PV 0.0
PF 4.1PE -4.1PV 0.5
PF 0.3
PE -2.8PV 0.0
PF 0.3PE -2.2PV 0.0
PF 1.6PE -4.3Pv 0.3
PF 1.4PE -4.3PV 0.1
PF 0.3PE -0.9PV 0.0
'Ii
NOZ.
(K)
Q(GPI.{) DIA( IN) LENGTEPr Drsc. VEL(FPS) Hw(C) (rT)
(Psr ) (GPM)
4
3
39.8 0.039.1 4.2
Pipe:236.0 0.039.8 0.0
Pipe: 326.5 0.028.0 0.0
Pipe:426.5 0.036.0 0.0
Pipe: 5
21 .5 0.028.0 0.0
Pipe:616.5 0.02L.5 0.0
Pj-pe:7
16.5 0.026.5 0.0
Pipe:8
11.5 0.02L.5 0.0
Pipe:9
9 .5 0.011.5 0.0
Pipe: 109.5 0.0
11 .5 0.0
Pipe: 11
9.5 0.0
9. s 0.0
Pipe:129.5 0.06.5 0. 0
Pipe: 13
6. s 0.0
16. s 0.0
24.00.0 14.9
24.O
24.O
0. 0 8.8
0.0
-6.90.0 2.5
0.0
24.O
0 .0 8.8
0.0
6.90.0 2.s
0.0
-3.10.0 L.2
0.0
t7.L0.0 6.3
0.0
10. 00.0 3.7
0.0
50.2
32.7
52.3
50.2
60.5
61.5
60.5
52.3
64.6
61. s
66 .4
64,6
66.4
60.5
70.3
64.6
10
4
L7
16
T?
10
18
16
19
18
19
I7
20
18
44
20
44
20
45
44
45
46
46
19
5.7?L.4 0. 0 1.470.3 0.0
7t.4
?o.3
71.5
7L.4
71.5
't2 .4
72 .4
66 .4
0.3
-0.90.0
0.L
0.0
0.0
0.4
1.3
0.0
1.6
-4. 3
o.2
4.30.0 1. 0
0.0
10.00.0 1.8
0.0
14.00.0 2.5
0.0 ,
14.00.0 5.1
0.0
PF
PE
PV
PF
PE
PV
PF
PB
PV
PF
PE
PV
Date: oB/zB/Q 'PRTNKLBR
sYsrEM HYDRAULT. Gtt"
JOB TITLE: 44 Willow Place Remote Area *2
PIPE DATA (cont. )
PIPE TAG
END ELEV.
NODES (FT)
Pipe:17BOR 0.5 0.0 80.1DOr{ 1.0 H.S. 79.8
Pipe: 18 79.0 4.220 PL 51.00suP 0.0 sRcE 80.4 (N/A) 1.8 140 FTc 42.60BOR 0.5 0.0 80.1 0.0 0.001 TL 103.60
NOTES:(1) Calculations were perforned by the HASS 5.8.0 computer program
under license no. 8115J 49 granted by
HRS Sy6tens, Inc.
219 3 Ranchnood Dr., N.E.Atlanta, cA 30345
(2) The syatem has been balanced to provide an average
imbalance at each node of 0.004 gprn and a maximum
imbal-ance at any node of 0.054 gpn.
(3) Velocity presauree are printed for information only, and arenot used in balancing the Bystetn. Maximun water velocityis 14.9 fElsec at pipe 1.
Page 4
Q(GPM) DIA(IN) LENGTH PRESS.NOz. Pr Drsc. v8L(FPs) Hw(C) (FT) Stnt.(K) (Psr ) (GPM) F.L. lFT (Psr)
24.0 2.009 Pr., 16.80 PF 0.20.0 ?5.I 0.0 2.4 150 FTC 2E PE -3.50.0 7L.5 0.0 0.00s rL 32.00 Pv 0.0
FIXED PRESSI'RE I.,OSS DEVICE0.0 79.6 0.0 4.5 psi, 24.0 gpm
0.0 75.L 0.0
#
tr
i
BD
45
BS
BD
Pipe:14
1.5
9.5
Pipe:15
1.5
1.5
Pipe:161.0 H.S.1.5 0.0
24.0 2.465 PL55.0 1.6 150 FTG0.0 0.002 EL
79.0 2.46s PL0.0 5.3 150 FTG55.0 0.017 TL
PF
PE
PV
DOM
BS
79.8
79.6
0.50
0.50
0. s0
0.50
0.0
-0.20.0
PF O.OPE -o.2PV 0.2
PF 0.1PE -0.2PV 0.0
:i;:stii:::.:.:::..:: : :: i:
;: i, i:r.:. 'ririt,: r:'.i;l O'PRTNKLER sYsrEr.{ HTDRAutrc\[Dates 08/28/1994 \\
JOB TITLE: 44 WiIIow Place Renote Area *2 ',\
PAGE: B
Diameter
( in)
0.811
1.055
L.29L
L.527
2.009
2.465
T
Tee
4.50
7.60
9. 10
12. 10
15. 10
18.10
t9.00'q,.00
\opl.\O21. ir 2
5 .. ,; ::-
'1
fl
H
f;l
(4) PrPE FITTINGS TAALE
Pipe Table Nane: CUSmU.PIP
MATERIAL: Copper HYIC: 150Eguivalent Fitting LeFitting Lengtls i: \FeetCBCAN
45 chkvlv Butv1v Gat k AlnVlv DryVIvI
EEll
3.00
3.00
4.50
6.00
7 .60
9.10
L
1.50 7.60 9.10 1.5.' ' 0.001.50 7.601.50 10. 603.00 13.603.00 16.60 9.10 1.50
4.50 21.10 10.60 1.50
9.10 1.s0:9.10 1.50,
9 . 10 1.5('
0.
0.
0.
0.
0.
1.
00
e0
ee
0q
o0
10
:tr
.0
.o
.1
..riiiriiiiiiiilii.iliiiiiii O."*rn*ER sysr'M HyDRAUr.rc tlrr*:::i..::::.: t:::::. Date: ogl2glLgg4- i JoB rIT!,E! 44 Willow place Remote Area #2' TIATER SI'PPLY CURVE
180+
I
I165+
150+*\
lorrt\135+ \\t\t\\lrP120+ \\
R
E
s
)
S105+
U
R
E
90+
il,.I 75+
60+
t <-62.0 pei € 705 gpnr
Flow TeBt Point
45+
I30+LEGEND
X = Reguired l{ater Supply
80.41 pei 0 ?9.0 gpm
15+
0 = Available water Supply
143.55 pei € 79.0 gpm
200 300 400 s00 600 700 800 900 1000
FLOW (GPM)
ALL-STATE FIRE PROSECIION, INC.
6045 E. 76rH AVE., *12
coto{ERcE crrY, co. 80022
HYDRAUL,IC CA.LCI'I,ATIONS
FOR
44 t{ILIOt{ PLACE
vArL, colo&Nlo
FILE NI,I.IBBRS I|ILI{,IN3
8128/e1
RE}TOTE EREA 13
-DESIGN DATA-
OCCI'PTNCT CIASS IFICATION :NFPA 13R DWBLLING
TIPE OF SPRIf,KI.,ERTI: CENTRAI, OPTII.IA RSSIDENIIAL CONCEAIIBD PENDEilTS
BA8I8 OF COVER.f,GE:
til,UBER OF SPRINKI.ER,S CAIJCT'LATBD:
I{INIUI'I' GPU REQUIRED PBR SPRIITKLER:
FtI)tN ttfD PRESSIIRE (€ BOR):
SPRINN,ER ORIFICE SIZE:
20 ft. x 20 ft.
3 heads
17.0 gpn
107.4 $m 0 87.5 pal
7/16 inch
TOITAL 8PRINKTJER I{ATER FI.oW REQUIRED: 52.4 gPM
TqtAIr IfATBR REQUIRED (including hoae): 10?.4 gpto
XAl.tE OF CONrRACIOR: AL,IJ-STATE FInf PROTECTION, INC.
DESIGH/I.AYOUT BY! STE\,B KYIJE
AUTIIORITI HAVIITC JURISDICTION: VAII., FIRA PREVENIION
CALCITTATIONS BY HASS COI.IPUTER PROGRAI.i
HRS SYSTEUS, rNC.
ATLANTA, GA
Page 1
WIUITN3
atOB trITLE3 {{ Wlllory Place tt€mote Area f3llAItR SI!PP!,I DATA
souRcE
T{ODE
TIG
8T'P
STATIC
PRE8g.
(PSr)
14s.0
FL,Otf
(GPr{)
705. 0
RBgID.
PRASS. e(Psr)
62.0
AVAIL.
PRESS. E
(Psr )
L42.4
TOTAI, REQ.D
DEMAIID PRESS.(GPM) (PSr)
10? .4 87.9
AGGRECATE FIOW ENAI,ISIS!
TOTAJ.. FLoIT AT SOURCE
[OTEI', EOSE STNEN,T AITPNANCE Af SOURCE
OITIER UOSE 8TR8NI AI.LqIANCBS
TOTttrr DISCHIRGE FROU ACTM SPRINKLERS
NODE NIAI,TSIS DATA
107.4 GPrl
0.0 GPtt
55.0 GPtl
52.4 GPM
rODE TAG
5
6
7
8
9
10
16
L7
18
19
20
44
{5
16
BOR
IX)u
BS
BD
guP
EI.BT'ATIO}I(rr)
36.6
37.s
37.5
36.6
37.5
35 .0
28.0
26.5
21.5
16.5
11.5
9.5
9.5
6.5
0.5
1.0
1.5
1.5
0.0
M)DB TIPE
K= 4.20K- il .20
K= 4.20
HOSE STREAI.I
souRcE
PRESST'RE
(PSr )
16.4
18.6
20.5
16.8
20.8
32.5
60.2
54.1
64.3
65.1
74.4
76.4
76.?
76.2
8?.5
87.2
8?.0
82.s
87 .9
DISCBARGE
(GPM)
17.0
18.1
L7.2
s5.0
L07 .4
O r"*r"*""R sYsrEM EYDRAttLTc l"r*Page 2
Dates 0812811991
JOB TITLE: 44 tfillow Place Remote Area *3
PIPE DATA
PIPE TAG
END ELEV.
NODES (FT)
NOZ.
(K)
Q(GPM) DIA(IN) LENGTIIPT DISC. vEL(FPs) Hw(c) (Fr)
(PSr) (GPM)F.L./FT
PRESS.
STJM.
(Psr)
Pipe: 1? 37 .5 0.0s 36.6 4.2
Pipe: 27 37 .5 0.06 37.5 4.2
Pipe: 3
17.0 0.811 PL20.5 0.0 10.6 150 FtG
16.4 17.0 0.223 Tr'
18.1 0.811 Pt
20.5 0.0 11.3 150 FTG
18.6 18.1 0.251 TL
6.70
3ET
20.20
1. s0
2E
7.50
1.30
4.5
0.4
0.8
1.9
0.0
0.9
PF
PE
PV
PF
PE
PV
9
7
9
8
37.5
37.5
Pipe: 4
37.5
36.6
Pipe: 5
36.0
37.5
Pipe: 6
26.s
28.0
Pipe: 7
26.5
36.0
Pipe: 8
2L.5
28.0
Pipe:9
16. s
2L.5
Pipe:10
16.5
26.5
Pipe:11
11.52t.5
Pipe:12
9.5
11.s
Pipe:13
9.s
11.5
0.0
0.0
0.0
4.2
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
35.120.8 0.0 r2.9
20. s 0.0
1.05s PL
150 FTG
0.237 tL 1.30
0.811 PL 5.?0
150 FTG 3ET
0.229 tL L9 .20
1.055 PL 8.60
150 I'TG 2El
0.49? TL 22.20
1.055 PL 105.40
150 FTG 6E2T
0.049 TL r.38.60
1.05s PL 17.00
150 FTG E2T
0.497 TL 35.20
1.055 PL 16.00
150 FTG ET
0.049 TL 26.60
1.055 PL 84.60
150 FTG 5E3T
0.012 TL L22.40
1.291 PL 71.s0
150 FTG 3E
0.013 TL 85.00
PF 0.3PE O.OPV 1.1
52.332.5 0.0 t9 .220.8 0.0
L7.20.0 10.7
L7 .2
-15 .00.0 5. s
0.0
20.8
16.8
54. 1
60.2
4.4
0.4
0.8
11.0
-0.62.5
6.8
-0.6
0.2
L7 .5
-4. I
2.5
1.3
-2.8
0.2
L.4
-2,20.0
6.7
-4.31.3
5.8
-4.3
0.4
t.1
-0.90.1
1.1
-0.90.0
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
10
9
L?
16
t7
10
18
16
19
18
19
L7
20
18
44
20
44
20
s2.3
54. 1 0.0 L9 .232.s 0.0
64.3
60.2
65.1
64.3
6s.l
54.1
74.4
64.3
76.4
74.4
15 .00.0 5 .5
0.0
-6 .80.0 2.s
0.0
37.4 1.055 PL 11.50
0.0 L3.7 150 FTG 2ET
0.0 0.266 TL 2s.10
2t.8 1.055 PL 37.400.0 8.0 150 FTG 2E2T
0.0 0.098 TL 58.60
t2.50.0 3. 1
0.0
76.4 0.074.4 0.0
9 .3 1 .291 PL 7A.402.3 150 FTG ?E4T
0.008 TL 146.30
PIPE TAGEND ELEV. NOZ.
NODES (Fr) (K)
Pipe:1445 9.5 0.044 9.5 0.0
Pipe:1545 9 .5 0.046 6 .s 0.0
Pipe:1646 6.5 0.019 16.5 0.0
Pipe:17BD I .5 0.045 9. s 0.0
Pipe: 18BS 1.5 0.0BD 1.5 0.0
82.5
76.7
Page 3
52.3 L.527 PL 16.80 PF 2.40.0 9.2 150 FTG 2E PE -3.50.0 0.082 TL 28.80 PV 0.6
FIXED PRESSURE I,OSS DEVICE87.0 0.0 4.5 psi, 52.3 gpn
82 .5 0.0
Pipe:
DOM
BS
Pipe:
BOR
DOM
Pipe:
suP
BOR
NOTES:
19 52.3 2.465 PL1.0 H.S. 8?.2 55.0 3.5 150 Frc1.5 0.0 87.0 0.0 0.008 TL
0.50
0 .50
20 107.3 2,465 PL 0.500.5 0.0 8?.5 0.0 7.2 150 FTG1.0 H.S. A?.2 ss.o 0.030 Tt 0.s0
2L 107.4 4.220 PL 61.000.0 sRcE 8?.9 (N/A) 2.5 140 FTG 42.500.s 0.0 87.s 0.0 0.002 TL 103.60
PF
PE
PV
PF
PE
PV
PF
PE
PV
0.0
-o.20.1
0.0
-o.20.4
0.3
-0.20.0
(1) Calculations were performed by the HASS 5.8.0 computer programunder'license no. 8115J 49 granted by
HRS System6, Inc.
219 3 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The Bystem has been balanced to provide an average
imba.Lance at each node of 0.009 gprn and a maxinumimbalance at any node of 0.159 gBn.
(3) Velocity preasures are printed for i.nformation only, and arenot used in balancing the systen. Maximum wat.er velocityis 19.2 ftlsec at pipe ?.
O,"*r**ER sYsrEM HyDRAnLrc t"r*Date: 08/28/L994
JOB TITLE: 44 WilLow Place Remote Area *3
PIPE DATA (cont. )
Q(CPM) DrA(rN) LENGTH PFASS.Pr Drsc. VEL(FPS) Hw(C) (FT) SrrM.(Psr) (GPM) F.L./FT (PSr)
21.8 t.527 PL 3.90 PF 0.376.7 0.0 3.8 150 FTc T PE 0.076.4 0.0 0.016 TL 16.00 PV 0.1
30.5 L.527 PL 34.50 PF 1.876.7 0.0 s.3 150 FTG zET PE 1.376.2 0.0 0.030 TL s8.60 Pv 0.2
30.5 1.055 PL 18.80 PF 6.876.2 0.0 11.2 150 FTG E2T PE -4.365.1 0.0 0.183 TL 37.00 Pv 0.8
t r""rro"R srsrE' ErDRAsr,rc t"r* Pagc 4 : -Date! 08/281L994
iIOB tITtE: 44 lflllow Place Renote Arca *3
({) PIPE FITTINGS TABT,E
Pipe table tfame: CUSTO{.PIP
CBCAD{5 chkvlv BUwIV GatVlv Alnvlv Dq^tlv
PACE: B
Dianet€r
( in)
0.811
1.055
7.29L
t.52?
2.455
0.00 0.000.00 0.000.00 0.000.00 0.00
21. 10 21. 10
UAIERIAL: Copper gWCs 150
Bquivalent Fitting Lengths in FcetBTLEll Tee
3.00 {.50 1.503.00 7.60 1.504.50 9.10 1.505.00 12.10 3.00
9 .10 18.10 4.50
7.60 9.10 1.507.60 9.10 1.5010.60 9.10 1.5013.60 9.10 1.5021.10 10.60 1.50
PagG 5
itOB IITIrE: 44 l{illos Place Renote Area *3
WAITER SUPPIJ CUR\TE
180
165
150
135
90+lx
I75+
\0\\
\\
\\
P1
R
E
s
s1g
R
E
(
P
sI
)
20+
I05+
60+
I45+
\\
\\
\\
\\
\\
\\
\\
<-62.0 psi 0 705 gpn
FIow Teet Point
30+
15+
X = Required Water Supply
8?.93 pei t 10?.4 gpn l
0 = Available Water Supply t
142.4s pei € 107.4 gpn
I0++-+---+----+-----+------+--------+--------+---------+-----------+
200 300 400 s00 600 ?00 800
FL,OW (CPM)
900 1000
ALI.I-STATE PIRE PROTECTTON, INC.
6045 E. 76gH AVE., +12
COT.IUERCE CITY, CO. 80022
HIDRAT'LIC CALCT'IATIONS
FOR
44 WII..IOI{ PLACE
VAIL' COISRADO
FILE NT,MBER! WII,IOT|iT
8/28t94
REI{CTTE ANEA *4
-DESIGN DATA-
OCCUPAIICI CIASSITICAaION !NrPA 13R DI{ELLING
ffPE Of SPRINKr,ERS: CEIITRAL OPTIIIA RASIDENTIAI CONCEALED PENDENIS
AASIS OT COVARAGE:
NUI{BER OF SPRTNTCI,ERS CAICUIATED:
20 fx. x 20 ft.
4 headE
tlltsntw GPll REQUIRED PER SPRINKL,ER: 17.0 gipn
IOTIL SPRINKLER WAIER FLOW REQUIRED: 79.4 gpn
TOmI, WAIER REoUIRED (including bose): 134.4 gpn
SI'|oW AxD PnESSURE (€ BOR): 134.4 gpn € 104.5 pei
SPRINKI,ER ORIFICE SIZE: ?/L6 inch
NAT.IE OF CONTRACIOR: AIL-STATE TIRE PROTECTION, INC.
DESIGN/I,AYOUT BY! STSVE KYI,E
AUTIIORITI HAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAII
HRS SYSTEMS, INC.
ATI,ANTA, GA
Node
Name
sPr.
K-fac.
EQUIVAI,ENT K-FACTOR CALCUI.ATOR
Preaa. Pipe dia. Pipe FtgB. Total(pei) (in) Len. (ft) Len. (ft)
g-w Equlv.
coef,. K-fac.
14, 15 4.20 16.4 0.811 0.50 s.00 {.06150
Dates 08/28/L991
JOB IITI,E: {l Willow Place Remote Area l,l
WATER sT'PPI,T DATA
TOTAL
DEMA}TD
(GPrr)
134.4
DISCTTARCE
(GPlr)
17 .0
18.5
20.5
23.3
55.0
134.4
.''.'..'
Prgo .r1.ii€ ;l:-..r'1," 11I'IIIINNfI' r' .
NEO'D
PRESS.
(Psr )
105.1
SOI'RCE
NODE
TAG
suP
STATTC
PRESS.
(PSr )
145.0
RESID. FI,OIY
PRESS. T(PSrl (cPu)
NODE TTPE
K= 4.20
K= 4.20
13{.,1 GPll
0.0 GPtd
55.0 GPtl
79.4 GPrl
NODE TAG
l1
L2
13
14
15
16
L7
18
19
20
44
45
46
BOR
DOM
BS
BD
sttP
ELEVATION
(FT)
36.4
36.4
36.4
35.5
3s.5
28.0
26.5
2L.5
16.5
11.s
9.5
9.5
6.s
0.5
1.0
1.5
1.5
0.0
K= 4.06
K= {.06
PRBSST'RB
(PSr )
15.4
19.4
23.5
25.6
33.0
51.5
69.6
68.5
77.L
49.7
93.8
94.6
92.9
104. s
L04.2
104.0
99.5
105. 1
nosE_sTREill
SOURCB
O ,"**R srs,,il ErnRAnr,rc llot *$
4l
rl
I
62.O 705.0 141.1
AGGREGATE FIJoW AIIAI,YSIS:
TOAAI, FIPT{ AT SOURCE
Tc|lIAL UOSE STREAII AI,IOTIAIICE AT SOURCE
OIMER HOSE STREAI.{ AIJfiIAilCES
$OIIAL DTSCEARGB FROI{ ACIIVE SPRINKLBRS
NODE ANAI,,ISIS DATA
AVAIIJ.
PRESS. T
(PSr)
O
'PRTNKTJER
sYsrEM "-*u"rso""r*Date: 08128/L994
itOB TITIJE: 44 Willow Place Remote Area 14PIPE DATA
PIPE TAG Q(GPM) DIA(IN) I.,ENGTHEND ELEV. NOZ. pT DISC. VEL(FPS) HyJ(C) (Fr)NODES (Fr) (K) (psr) (cpM) F.rJ./Fr
Pipe: 1 1?.0 0.811 pL 19.9013 36.4 0.0 23.5 0.0 10.6 1so F1'rc 4E11 36.4 4.2 16.4 17.0 0.223 TL 31.80
Pipe: 3
3s.5
36.4
Pipe: 415 35.5t4 35.5
Pipe:5
4.1
0.0
25.6
23.5
4.1 33.04.1 25.6
0.0 51.54.1 33.0
0.0 69 .60.0 51.5
0.0 68.50.0 sl .5
o.0 77 .L0.0 68.5
0.0 77 .L0.0 69.6
s6. 123.3 20.6
20.5
79.4
0.0 29 .l
23.3
24.90.0 9.2
0.0
54.40.0 20.0
o.0
15.50.0 5.7
0.0
24.90.0 9.2
0.0
38.90.0 L4.3
0.0
22.30.0 5.5
0.0
16.60.0 4.L
0.0
38.90.0 6.8
0.0
1.055 PL
150 FTG
0.564 TIJ
Page 2
PRESS.
sul.{.
(PSr )
PF ?.LPE O.OPV 0.8
PF 4.1PE O.OPV 0.9
L.7
-0.41.L
7.4
0.0
2.4
L5.2
-3.2
5.7
L7.s
-0. 6
0.6
L4.2
-2.82.7
6.4
-2.20.2
3.2
-4. 3
0.6
16. 8
-4.3L.4
3.3
-0.9o.2
3.3
-0.90.t
0.8
0.0
0.3
13
L2
L4
13
Pipe:236.4 0.0 23 ,536.4 4.2 19.4
18.5 0.811 PL0.0 11.s 150 FTG18.5 0.261 TL
35.5 1.055 PL20.5 13.0 150 FTc0.0 0.242 rL
8.00
ET
15.50
?.10 PF
PE
PV
PF
PE
PV
PF
PE
PV
PP
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
44
20
7.10
13.20
13 .20
16
15
T7
16
18
L6
19
18
19
L?
20
18
44
20
45
44
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
89.7
68.5
93.8
49.7
93.8
89.7
94 .6
93 .8
28.0
35.5
Pipe: 5
26.5
28.0
Pipe:7
21.5
28.O
Pipe: 8
16. s
2L.5
Pipe: 9
16.5
26.5
Pipe:10
11. s
21 .5
Pipe:11
9.5
11.5
Pipe: 12
9.s
11. s
Pipe:13
9.5
9.5
1.05s PL 11.20
150 FTG E
1.073 TL 14.20
1.055 PL 105.40
150 FTG 6E2T
0. 126 Tr., 138.60
1.0s5 PL 16.00
150 FTG ET
0.534 TL 26.60
1..055 PL 84.60
150 FTIG 5B3T
0.0s2 TL r22.40
1.0s5 PL 11.50
150 FNG 2ET
0.126 TL 25.1O
1.055 PL 37 .40
150 ATG 2E2T
0.287 TL s8.60
1.291 PL 71.50
150 FTG 3E
0.038 Tr, 85.00
1.291 PL 78.40
150 I'TG ?E4T
o.022 TL 146.30
L.527 PL 3.90
150 TTG T
0.047 TL 16.00
'
'PRTNKLER
sYsrEu ""o*u"r"*,""rr.Page 3Date3 08/28/L994
;tOB :tITLEs ,l{ Willou Place Remote Area *4PIPS DATA (cont.)
PIPE TAG o(cpM) DrA(rN) LENGTH PRESS.END ELEV. NOz. pT DrSC. VEr,(FpS) Hw(C) (Fr) SnM.NODES (FT) (K) (psr) (GpM) F.L.,/FT (psr)
Pipe: 14 40.5 L.527 pL 34.50 pF 3.015 9.5 0.0 94.6 0.0 7.t 150 FTG 2ET pE 1.346 6.5 0.0 92,9 0.0 0.0s1 TL 58.60 pv 0.3
Pipe: 15 40.s 1.055 pL 1B.BO pF 11.446 6.5 0.0 92.9 0.0 14.9 1s0 FTG EzT pE -4.319 16.s 0.0 77,L 0.0 0.309 rt 3?.00 pv 1.s
Pipe:16 79.4 2.009 pL 10.80 pF 1.5BD 1.5 0.0 99.5 0.0 8.0 150 FTG 2E pE -3.545 9.5 0.0 94,6 0.0 0.047 TL 32.00 pV 0.4
Pipe: 17 FIXED PRESSURE LOSS DEVICEBS 1.5 0.0 104 . 0 0. 0 4. 5 pei, ?9.4 gproBD 1.5 0.0 99. s 0.0
Pipe: 18 79.4 2.465 pL 0.50 pF 0.0mM 1.0 E.s. Lo4.2 55.0 s.3 150 Flc pE -O.2BS 1.5 0.0 104.0 0.0 0.017 rL o.so pv o.2
Pipe: 19 134.4 2.465 pL 0.50 pF 0.0BOR 0.5 0.0 104.5 0.0 9.0 150 FTG pE -O.2DOM 1.0 H.s. L04,2 5s.0 0.046 rL 0.50 pv o.s
Pipe: 20 t34.4 4.220 pL 61.00 pF 0.4suP 0.0 sRcE 105.1 (N/A) 3.1 140 FTG 42.60 pE -O.2BOR 0.5 0.0 104.5 0.0 0.004 TL 103.60 pV 0.1
NOTES:(1) Calculationg were performed by the ITASS 5.8.0 computer progr.rmunder licenae no. 8115J 49 granted by
HRS Systens, Inc.
2193 Ranchwood Dr., N.E.At,Ianta, cA 30345
(2) Th_e lyetem hae been balanced to provide an averageirnbalance at each node of 0.008 gpm and a rnaximufrirnbaLance at any node of 0.134 gprn.
(3) Velocity preaaurea are printed for inforrnation only, and arenot used in balancing the syetem. Maxj.mum rrater vetocityLe 29.1 ftlsec at pipe 5.
o
AITAI.
&
#SPRINKTER SYSTEU ITIDRAULICDate: OBl28ll991
JOB TITITE: 4rl Willos Place Reuote Area lil
(4) PIPB FITTTNGS TABIJE
Pipe [able Nanes CITSBOM.PIP
YSrS
PAGE: B UATERIAJ.! Copper HwC: 150Dianet€r Eguivalent Fltting Leugtbs in toet(1n)ETLC-BcADEll Tee 45 Chkvlv ButVlv catvlv Alrrvlv Drwtv
0.811
1.055
1.291
t.527
2.009
2.465
3.00 4.s0 1.503.00 7.60 1.504.50 9.10 1.506.00 12.10 3.007.60 15.10 3.009.10 18.10 4.s0
7.60 9.10?.60 9.10r0.60 9.1013.60 9.1016.60 9.1027.LO 10.60
1.s0 0.00 0.001.50 0.00 0.001.50 0.00 0.001.50 0.oo o.oo :'
1.s0 0.00 0.001.50 21.10 21.10
:iir iiriiiiiiiiiiii$$liiiiiii'! ::::::i::ii::::: Datcs 081281L994'. 'i , Jos ,rrTLEi ic wittou place Remots area 14
IIATER ST'PPIJT CORVE
180+
165+
150+*\" |orl\135+ \\
\\
\\
\\\\
\\
\\0+
I
5+
I
D+
05
90
P1
R
E
s
s1
u
R
E
(
P
s
)
\\
\\I75+
\\
* <-62.0 pei I ?05 gpn
Plow Test Point
45+
30+ LEGEND
X = Required Vtater Supply ,'
105.09 pai € 134.4 gpn :
0 = Available tfater Suppty141.13 pei € 134.4 gpn .
15+
200 300 400 s00 600 ?00 8oo 900 looo
Fr.,ow (GPu)
AI,L-STATE FIRE PROAECTION, INC.
6045 E. 76TH AVB., *12
COI{I.IERCE CIAI, CO. 80022
HYDRAULIC C}J,CT'IATIONS
FOR
44 T{IIJOT{ PI.ACE
VAIL, COIOR.ADO
FILE NI!!,IBBR: WILI,OWS
8128194
PSMOTE AREA 15
-DESIGN DATA-
OCCUPA}ICY CI.ASS IFICATTON :
DENSITI:
TREA OF APPLICATIONI
COVBRAGE PER SPRINK'.IER:
NI'I{BER OF SPNINKLERS CALCULATED:
ORDINARY GROI'P 1
.15 g6)roleq. ft.
925 sq. ft.
VARIES
13 eprinklera
TOTT'L SPRINKLER ltAtER FI€W REQUTRED: 230.5 gpn
TOTAIJ WAIER REQUIRED (including hoee): 535.6 $rn
F'I,oW AllD PRBSSURE (e BoR) z 28s.6 gpn g 76.1 p6i
SPRINKLER ORIFICE SIZE: L/2 inch
NAI.{E OF CONTRACTOR: ALI-STATE FIRE PROTECMON, INC.
DESIGN,/LAYOUT BY: STEVE KYLE
AUTIIORI?T HEVING JURISDICTION: VAII, FIRA PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAT.I
HRS SYSfEUS, INC.
ATLANTA, GA
Node
Name
EQUTVATENT K-FACTOR CAtCttr,AAOR
Spr. Preas. Pipe dia. Pipe Ftg8. Total H-w Eguiv.
K-fac. (psi) (in) Len.(ft) Len.(ft) coef. K-f,ac.
2Lr24,27
28
5.60
5.60
7.0
7.O
0.811
0.811
0.75
0. ?5
5.25
5.25
150
1s0
5.27
5.27
T
T
o
ANAL
.t
ilSPRINKLER SYSTEM HYDRAULICDate: 08/28JI994
JOB TITLB: 44 Willow Place Remote Area *5
WATER SI'PPLY DATA
tsrs
IlOTAL
DET{AND
(GPM)
53s. 6
Page 1
t{rLLow5
SOURCE STATIC
NODE PRESS.TAG (PSr)
suP 145.0
NODE ANAIYSIS DATA
NODE TAG ELEVATION
(FT)
RESID. FLOW
PRESS. E(Psr) (cPM)
NODE TYPE
K= 5.2?
K= 5.60
PRESSURE DISCHARGE(Psr) (GPM)
AVAIL.
PRESS. €
(PSr)
95. 1
REQ'D
PRESS.
(Psr)
77 .962.0 705.0
AGGREGATE FIJOW ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREAI,I AI,IOWANCE AT SOURCE
OTHER HOSE STREAIi{ ALLOWANCES
TOTAT DISCHARGE FROM ACTIVE SPRINKLERS
535. 6
250.0
55.0
230.6
GPI4
GPM
GPU
GPM
16
L't
18
19
20
2L
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
4L
42
43
44
45
46
BOR
DOM
BS
28.0
26.s
2L:5
16. s
11.5
10.8
1 0.8
11.s
10.8
8.8
9.5
8.8
8.8
9.5
8.8
9.5
3.8
8.8
9.5
8.8
9.5
9.5
8.8
9.5
7.3
9.5
8.8
9.5
9.5
9.5
6.5
0.5
1.0
1.5
26.5
3s.3
27 .7
4L.2
16.3
15.4
8.9
13.0
13.0
10.1
L2.\
9.5
10.3
11 .9
8.1
L2.1
7.5
8.0
9.7
9.5
Lt.2
L2.9
10.0
13.1
11. 6
15.8
15. 6
19.0
42.L
56.8
55.5
76.1
75.8
75.5
20.7
L6.?
K= 5.27
K= 5.60
K= 5.60
K= 5.60
19.0
r? .8
K= 5.27
K= 5.27
K= 5.60
L6.2
16.9
16.0
15.3ls.9
K= 5.60
K= 5.60
K= 5.60
K= 5.60
t7 .3
t7 .7
19.0
22.L
HOSE SEREAM 55. 0
Pags 2 .
BD
SUP souRcE
f5
PRESSUFS
(PSI )
71.0
77 .9
DISCITARGB
(c?M)
285.6
O ,"*ro*"ER sYsr'r{ HiDRAuLrc il.""r,
D,ate: Oel28ll994
itOB TfTIEs {4 t{illos Place Remote Area
NODE TAG ELEVATION NODE TYPB(rr)
1.5
0.0
O
'PRTNKLER
sYsrErr ""o*o"r"t"rr"Date: 08128/1994
JOB TITLE: 44 Willow Place Remote Area *5
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) LENGTHEND ELEV. NOZ. pT DrSC. vEL(FpS) Hw(C) (FT)
NODES (rT). (K) (psr) (cpr.{) F.L./FT
Page 3
PRESS.
sttM.
{Psr)
T7
16
18
16
19
18
19
17
20
18
2T
20
23
21
23
22
24
23
26
24
26
25
29
26
2A
27
0.0
5.3
0.0
5.6
5.3
0.0
0.0
5.3
0.0
5.6
0.0
0.0
5.5
5.3
16.3
27.7
13.0
15.4
13.0
8.9
13.0
13.0
t2.L
13.0
12.1
10. 1
11.9
t2,L
10. 3
9.5
7.00
10.00
2ET
20.50
1.60
Pipe: 126.5 0.0 35. 328.0 0.0 26.s
Pipe: 22L.5 0.0 27.728.O 0.0 26.5
16.6 1.055 PL 105.400.0 6.1 150 FtG 6E2T0.0 0.059 TL 138.60
-16.6 1.055 PL 16.000.0 6.1 150 FrG ET0.0 0.059 TL 26.60
2L.L 1.055 PL 84.5041.2 0 .0 ? .7 150 FTG 5E3E27.7 0.0 0.092 TL 122.40
16.6 1.055 PL 11.504L.2 0.0 6.1 150 FTG 2E!35.3 0.0 0.059 TL 2s.10
7 .00
8.2
-0.6
o.2
1.6
-2.8
o.2
11.3
-2.2
0.4
1.5
-4.30.2
15.8
-4.3
1.3
t.2
-0.33.1
2.L
0.3
1.8
4.4
0.3
0.7
0.3
-0.3
1.0
1.5
-0.6
0.4
2.3
0.3
0.8
0.2
0.0
0.1
0.8
0.0
0.2
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
Pipe: 316.5 0.021.5 0.0
Pipe: 416.5 0. 026.5 0.0
Pipe: 511.5 0.02t.s 0.0
Pipe! 610.8 5.3
11. s 0.0
Pipe: ?
11.5
10.8
Pipe: 8
11.5
10.8
Pipe:9
10.8
11.5
Pipe:10
9.5
10.8
Pipe: 11
9.5
8.8
Pipe: 12
9.5
9.5
Pipe:13
8.8
8.8
-37.6 1.055 PL 37.400.0 13.8 1s0 FTG 2E2T0.0 0.270 TL 58.60
-87.? L.29L PL 2.5015.4 20.7 2L.5 1s0 FTG16.3 0.0 0.482 rT, 2.50
-67,O0.0 16.4
20.7
L6.70.0 10.4
L6.7
-s0.319.0 L2.3
0.0
-31.30.0 7 .7
19.0
17.80.0 11 .1
L7.8
-13.50.0 3.3
0.0
16.216.9 6.0
L6.2
1.291 PL
150 FEG
0.293 TIJ
0.811 PL
150 FTG
0.216 rL
1.291 PL
150 FTG
0.173 TL
1.291 PL
150 FtG
0.072 TL
0.811 PL
150 FTG
0.243 rL
L.29I PL
150 FTG
0.015 rL
1.055 PL
150 FTG
0.057 tL
1.60
11.80
2E
20.80
1.90
ET
9.40
7.10
E
11. 60
10.80
t1
13.80
PIPE TAGEND ELEV.
NODES (FT)
Pipe: 14
NOZ.
(K)
9.5 0 .08.8 5.3
F. L. /FT
1.055 PL
150 FTG
0.213 TL
1.291 PL
150 FTG
0.030 TL
0.811 PL
150 FTG
0.199 Tr.,
L.29L PI,
150 FTG
0.091 TL
0.811 PL
150 FTG
0.184 TL
0.811 PL
150 FTG
0.196 TL
1.055 PL
150 FTG
0. 191 rL
0.811 PL
150 FTG
0.229 TL
1.291 PL
150 FTG
0.161 TL
1.291 Pt
150 FTG
0.446 TL
0.811 PL
150 FTG
0.240 TL
1.291 PL
150 FTG
0.635 TL
0.811 PL
150 FTG
0.275 tL
29
28
31
29
31
30
37
31
34
32
34
33
36
34
36
35
37
36
39
37
39
38
4L
39
4L
40
Pipe3 15
9.5
9.5
Pipel 16
9.5
8.8
Pipe! 17
9.5
9.5
Pipe: 18
9.5
3.8
Pipe:19
9.5
8.8
Pipe:20
9.5
9.5
Pipe:21
9.5
8.8
Pipe: 22
9.5
9.5
Pipe:23
9.5
9.5
Pipe: 24
9.5
8.8
Pipe:25
9.5
9.5
Pipe:26
9.5
7.3
0.0
0.0
0.0
5.6
0.0
0.0
0.0
5.6
0.0
5.6
0.0
0.0
0.0
5.6
0.0
0.0
0.0
0.0
0.0
5.6
0.0
0.0
0.0
5.6
PT
(Psr )
1t .9
10. 3
12.1
11.9
L2.L
8.1
L2.9
12. 1
9.7
7.5
9.7
8.0
tL.2
9.7
LL.2
9.5
t2.9
LL.2
13.1
12.9
13.1
10.0
15.8
13.1
15.8
11.6
1.50
T
9. 10
5.70
5.70
11.00
2EA
21. s0
8.80
8.80
13.30
4E
25.30
2.s0
ET
10.00
7 .90
7 .90
L.20
ET
8.70
1.50
T
10.60
0.50
0.50
6.80
ET
14.30
4.20
o.2
0.0
0.2
4.3
0.3
0.7
0.8
0.0
0.5
4.7
2.5
0.5
2.0
0.3
0.?
1.5
0.0
0.9
2.O
0.3
0.8
L.7
0.0
0.9
o.2
0.0
2.9
3.4
0.3
0.8
2.7
0.0
4.2
5.2
1.0
0.9
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
4.20
5.30
3ET
18.80
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
O ,"*ro*ER sYsrEM HYDP,auLrc t""rr"Date: 08/281L994
JOB rITLE: 44 llillow Place Remote Area *5
PIPE DATA (cont.)
Q(GPM) DIA(IN) I,ENGTH
Drsc. VEL(FPS) HW(C) (FT)
(GPM)
33. 10.0 12.2
16.9
19.60.0 4.8
0.0
16.00.0 9.9
16.0
35.60.0 8.7
0.0
15.30.0 9 .5
15.3
1s. 90.0 9 .9
15.9
3t.20.0 11.4
0.0
17.30.0 10.7
L7.3
48.40.0 11.9
0.0
84.00.0 20.6
0.0
Lt. t0.0 11.0
l? .7
101. ?
0 .0 24.9
0.0
19.00.0 11. 8
L9.0
Page 4
PRESS.sw.
(Psr )
PF 1.9PE 0.3PV 1.0
I ,"*ro*""R sYsrEM HYDR.auLrc t""r*Date: 08/28/L994
JOB TITLE: 44 tlillow Place Remote Area *5
PIPE DATA (cont.)
230.6 2,465 PL75.8 55.0 15.5 150 FTG75.5 0.0 0.124 Tt
285.6 2.465 PL76.t 0.0 r9.2 150 FTG?5.8 55.0 0. 184 TL 0.50
285.6 4.220 PL 61.0077.9 (N/A) 6.6 140 FTG 42.60?6.1 0.O 0.01s TL 103.60
Q(GPM) DIA(IN) LENGTH
Drsc. vEL(FPs) Hw(c) (FT)
(GPM)
120.80.0 29 .6
0.0
22.L0.0 13.722.t
L42.90.0 35 .0
0.0
50.00.0 L2.3
0.0
L92.9 r.527 Pr., 3.900.0 33.8 150 FTG T0.0 0.916 TL 16.00
37.6 t.527 PL 34.500.0 6.6 150 FTG ?Et0.0 0.045 TL 58.60
37.6 1.055 PL 18.800.0 13.8 150 FTG E2T0.0 0.270 TL 37.00
230.6 2.009 PL 16.800.0 23.3 150 FTG 2E0.0 0.33s rL 32.00
3.70
PIPE TAGEND ELEV.
NODES (rT)
Pipe:2743 9.s41 9,s
NOZ. PT(K) (Psr)
Page 5
PRESS.
SUf.{.
(Psr)
PF 3.2PE O.OPV 5.9
3.7
0.3
1.3
23.L
0.0
8.3
2s.0
-0.91.0
74.7
0.0
7.7
2.6
1.3
0.3
10.0
-4.31.3
10.7
-3.53.7
F. L. ,/FT
1.291 PL
150 FTG
0.873 TL
0.811 PL
150 FTG
0. 363 Tr,
1.29L Pr.,
150 FTG
Pipe! 28
9.5
8.8
Pipe:29
9.5
9.5
Pipe: 30
9.5
11. s
Pipe:31
9.5
9.5
Pipe:32
9.5
6.5
Pipe:33
6.5
16.5
Pipe:34
1.5
9.5
Pipe: 35
1.5
1.5
Pipe:36
1.0
1.5
Pipe:3?
0.5
1.0
0.0 42.L0.0 19.0
0.0 42.t0.0 16.3
0.0 56. I0.0 42.L
0.0 56.80.0 5s.5
0.0 55.50.0 4t.2
0.0 71 .00.0 56.8
0.0 75. s0.0 71.0
0.0
0.0
0.0
5.6
19.0
1s.8
t 9.0
15.6
3.70
2.70
ET
10.20
19.40
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
P8
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
43
42
44
20
44
43
45
44
BD
45
BS
BD
DOM
BS
BOR
DOM
45
46
46
19
1.191 TL 19.40
1.291 PL 78,40
150 FTG 7E4T
0.171 TL 146.30
FIXED PRESSURB I,OSS DEVICE
4.5 pai, 230.6 gpm
0.50
0.50
0.s0
0.0
0.0
Pipe: 38suP 0.0BOR 0.5
H. S.
0.0
0.0
H. S.
SRCE
0.0
0.1
-o.2
1.6
0.1
-o.22.5
1.6
-o.20.3
o'l '' '- I spRrNKr,ER sysr'u ""o* u"r"lL"r*Date: 08/28/L994
Page 6
JOB TITL,E! 44 Willolr Place Renote Area *5
NOTES!(1) Calculations rrere performed by the HASS 5.8.0 computer program
under licenee no. 8115iI 49 granted by
HRS Systema, Inc.
2193 Ranchtood Dr., N.E.Atlanta, GA 30345
(2) The syatem hae been balanced to provide an averageimbalance at each node of 0.004 gprn and a maximum
imbalance at any node of 0.142 gprn.
(3) Velocity presaurea arenot uaed in balancingis 35.0 fXleec at pipe
(4) PIPE FITTINGS TAALE
Pipe Table Name: CUSTOM.PIP
PAGE: B MATERTAL: Copper HV|C: 150Diameter Equivalent Fitting Lengthg(in)ETLCB
Ell Tee 45 Chkvlv Butvlv
printed for inforrnation only, and are
the eyetem. Maxinum water velocity
29.
in FeetGAD
GatVIv AlnVlv Dryvlv
0.811
1 .055
T.29L
L.527
2.009
2.465
3.00 4.50 1.50 7.60 9.10 1.503.00 7.60 1.50 7.60 9.10 1.504.50 9.10 1.50 10.60 9. 10 1. s06.00 12.L0 3.00 13.60 9. 10 1. s0't.60 1s.10 3.00 16.60 9.10 1.509.10 18.10 4.50 21.10 10.60 1.s0
0.00 0.000.00 0.000.00 0.000.00 0.000.00 0 .00
21. 10 2L.L0
t ,,,]., ,;.
:O8TIrIA
R ST'P
0+
II
I
I
5+
I
0+*\t\\
I5+
lfillos Place
CURVE
.:8T8TEII EIDRAI'I,TC
Remote Area *5
Page 7
IL
14
P
R
E
s
s
u
R
E
(
P
sI
)
120+
I
105+
90+
?5+
60+
45+
\\\0\\
x
\\
\\
\\
<-62,0 pei 0 705 gpn
Fl.os Test Point
30+
15+
X=
0E
LEGEND
Required ttater Supply
77.85 psi 0 53s.6 gpn
Available ttater Supply
95.08 psi € 535.6 gpln
200 300 400 s00 600
FLOW
700
(GPM)
800 900 1000
8p8
888
888
\)o
6-.888
r -.
i
tr
Nc
6lb
), )-\r,\\ "c)i$
tr | \l8**l\ " th, u)
\6:.
.00)n
N l+t. u t
G\t
rj1
,R
'n(-o(
^., -<: -r-J- aoo
I
-6)JTt> \4:.> c
a
c l\,A@n 888
;
2
2
o
->.i
!
;ox
I
;
!oo
F
oat
3tt
r
5
h
R
\
..to>
HTDRAT{T
ES'r . HYDRAIIT AVAILABLE,rr*
DATE: 10/1./q3
TltlE: N/A
STATIC:
RESIDUAT:
160
TESTED 62
CORRECTED FLOW BY FIRE DEPARII{ENT.TEST MADE: 160
62
1 ,510
Q Lrieur fltt <p
PSI STATICPSI RESIDUAL
FLOWING
CORRECIED FLOIJ:
LESS
CORRECTED FIPW IS
160 PSI STATIC
- 15 PSr
d*+=======
145 PSI STATIC
FL0W 0F 1,510 GPM
NOW 145 PSI STATIC
.$aa + 705 GPM
62 PSI RESIDUAL FLOW 705 GPM.
BY. DENNIS GALVIN
ffi comelere
I
?
3
4
5
GP}I PsI
AT
42 West Meadow Driae
Vail, Colorado 81657
t 0 t -47 9-22t 0
August 4, 1994
Raymond GiblerAll-State Fire protectLon
6045 East 76th Avenue, # fZ
Commerce City, Colorado BOO22
*ry:e.#r #;ffiE
' ! ::r'"
By'
Ti.,,.
i
.l -7-tqb
1. The correct address is 44 Wlllow Road.adJacent street.
!its: .'a?f ?, -_t731_
Snu L.tf"( a-7-1<l
Wlllow Place is an
Res FJ-re sprLnkler plan subnittal for 44 willow place, Vail co.
Dear Mr. Gibler:
r have revlewed the prans, hydrauric calcuratione, andequipment cut sheets subnitted for'perfrit for 44 wittow prace. Theprans, calculatLons and the equiprne-nt tist are Nor AppRovED for duecause. The specifLc errors and issues of concern identifiea in ourreview are as follows:
2. The state Plan Registration Form is rnissing the date, the nameand address of the generar contractor, the name and ad.dress ofthe -owner, and -the zip code. The description of the work isa l-lttle too sirnple. The crpace provlded roi tne state FireProtection contractor r s Registration Number has youf "ifi.4;;;versus your contractorrs number.
3. Equlpnent cut sheets do not incrude r-nfornation on thesLdewarl headsr. frashing light and horn requirea for the frowindicator, or tamper sw-itchles. No cut sheets were provid.edfor the FDc.. Ararn be].rs,. as indicated on tne cut sheLts,-;;;not.approved for use within the Town of vail per ordin.t." i,Series of 1983.
4. The.plans and cuts sheets indicate.an unspecified pressurerelief valve is to be installed. This has riot been drscussedwith the Ftre legartment, no proven need. has been showr, ,oit u" the specific varve, s-etting or rninufacturer beenldentlfied. -
5. The hydraull_c calculations show a Node 17 on Area l, plpe S4.r was not able to find or read any point on LrrL -prins
indicating a Node L7. The calculatfon! inoiciie-ih"-;i;;length is 105.4 feet of r inch with a negative flow of e ipi.Revlew of hydraulic calcul_atlons wa" "uJfJntea.
Fire Sprinkler Plan Review
44 WiLlow Road
Page 2
6. The plans show a single I l/2 inch FDC for which there is nocut sheet. (A single I I/2 inch FDC will not be approved. )
7. Town of VaiI Municipal Code, Section 15.02, a.k.a. UniformBuilding Code (199r edition), Section 3sor(d) Exception 3.,precludes any reduction of the level of safety, coverage, orany reduction that nay affect the level of performance whenthe fire sprinkler system is belng installed under anvexception to Chapter 5. Few if any exceptions to Nfpa fg i,are allowed.
8. The frow test data has not been substantiated. No infornationwas provided regarding who performed the test, when it wastaken, where it was taken from, or any other means ofverification. rnitial review indicates the flow and pressuresare too high for peak dernand. Vail Fire Departrneit cannotprovide flow data.
9. rnformation obtained by the Vait Fire Department indicates thesupply to the building is not a 2il Type K copper llne.
10. The. plans show residentiaL sprinkler heads tn the garage.sprinkler heads must be installed within the limitations-oftheir listing(s).
11. The garage areas must be calculated at Ord. Group I (rnin.),and designed per NFPA 13.
L2. The use of a 2rr soLenoid valve to shut off the d.omestiq watersupply is not approved. No data suggests there wirr even beenough water available to trip the fl-ow switch (assuming theflow switch is the intended means of activating the solen5id;.Per the AHJ, fire frow carculations must aao tne dornesticdemand to the fire frow demand for permission to use acombinatlon water supply.
13. The inspectorrs test valve and assenrbly nust be located at aremote location, not at the riser.
l-4. A fj-re sprinkler head is required in the elevator pit.
15. Plans must show- ceiling erevation, obstructions (lightfixtures), bean depth, slope, and information requirLa -by
Section 2-1.L.2 (NFPA 13 R, 94 ed.).
16. No sprinklers are shown at the bottom of the stairsi there isno indication as to whether the stairs are combustible or not,or if there is enclosed storage space beneath.
Flre Sprinkler PIan Review44 Willow Road
Page 3
17. Notations on the plans show {3/4tt Dn x ?16rr}, lL L/2t Dn x 5-OJ, {3/4.,, Dn x 5-2 L/21 , a}l from the celllng of the garage.These pipes, if insi,alled according to the -ptan, woita iotprovide continuity to the piping and would leave'the end ofthe pipe several inches above the floor of the storage roonsand the mechanical roorn.
18. sprinkler heads in the nechanical roorn shourd be ninlnun 30degrees above anbient temperature. use of l6E degree heads isquestionable.
19. rnstallation of an automatic barr drlp (for the FDC) belowgrade lE not approved.
20. fhe location of the FDc is not approved due to obstructLons.ElevatLon of the FDC l-s not shown. Uae of L L/Zn hoseconnection Ls not approved.
2L. The use of aLl roome Ls not lndlcated.
22. Bath rooms and crosete are not exernpt per uBc 3gol(d) Ex. 3.
Plan review was terninated before conpretion. Additlonalissues. may arl-se. rt is incunbent upon the contractor andreviewing. engineer (pE or NrcET rrr) tb identify and correctdeficiencles- prlor _to subrnlttrng the' plans for plrnit. iran"shouLd also be eubnltted to the archltect and/or pioject engineerprior to subnlttlng for pernlt.
rf you deslre clarification or wish to discuss these issues,please contact us.
SJ-ncere1y,
Michael McGeeFire Marshat
FSSI Cert. 9I-006
cc: Steve Kyle c/o All-State
Tom Fry, Architect
Gary Murrain, Chief Buildinq OfflcialDick Duran, Fire Chief
.'..
4
ALI..YTATE FIRE PROTECNON INC
6U5 E TCTHAUE #T2
@MMERCE qTT, COLOMDO 80022
pltor..: (30il 28e3901
fc: (Jo3) 2t&re36,Rm1 lLji, J lgU
TRANSMITTALLETITR
,J\
. DATE:
THESE ARE BEWG STTBA{INED FO8.( ) YOIRRECOnDS( ) YOIRATIROVAL
()@.
COMMENTS:
) FORJOBCOORTTMATION
) IToRAIPROIrAL BYARCETTECT
Z) /:-,q4t/3
"/,-/
',(
W ARE EIVCI.(NINC LUE FOLINWII{G:
DESCRIPIION
''' Tfi fi ,'rt'#3'I ?.3.
oitf "'
1000 South Frontage Road West
vArL. coLoRADo 81657
LtrTTtrlDF TRASSSnflmTAL
'^" 6.f -?4 l'""'"n&go"t"t'o)-t
1., Sr*atela-=ZT/tnu.u"rzu
wE ARE sENDTNG You lnttacnea
n Shop drawings !
n under separate cover via //*f(A the following items:
! Change order
n
!
Plans ! Samples n Specifications
! Copy of letter
(303) 476-4433
FAX (303) 476.4608
COPIES DATE NO.DESCRIPTION
/TrPta-t aeoe t+zutta M/zs fuE
P+g nttn+z- E*,uh'ze^s
THESE ARE TRANSMITTED as checked below:
I For approval
f,Fo. vo* ur"
[] As requested
Xr",
review and comment
. N FOR BIDS DUE
D
n
!
tr
Approved as submitted
Approved as noted
Returned for corrections
! Resubmit
-copies
for approval
! Submit
-
copies for distribution
n Return
-
corrected prints
L9
-
! PRINTS RETURNED AFTER LOAN TO US
REMARKS
coev ro H4
.D^ REoYOLED PAPEF5,) Contents; +0",'. Pre-Consi]m€r. 1096 Posl_Consumer SIGNED:
tl enclosurea are not aa noted, klndly ootlly us at once-
/xto- €0UBLE
rtl- WITH INSERTS
3' 0,, DOOR DETAIL
PLAN SHOWING POSSIBLE
MACHINE ROOM LOCATIONS _.. (usE THls Toffic-H lN PIPING AnRANGIIIE{I)V
&,,trr r'- I
t
31d{3 +ENI.ARGED CORNI
fOR $BFRAIE MIJNG SL!
d t-,trrrt alGto tdtD at e aar ira r
arr rl ul
-l
I
I
SECTION THROUGH OPENING
ALL_STATE FIRE PROTECTION, INC.
6045 E. 76TH AVE., tt2
CoMMERCE CrTY, CO. 80022
44 IIII.',IJOW PLACEvArL, coLoRADO
FILE NT'MBER: WILIOW1
7 /27 /94
REMOTE AREA #1
-DESIGN DATA-
OCCIIPAIICY CIASSIFICATION: NFPA 13R DIIELL,ING
TYPE OF SPRINKLERS: CENTRAL OPTI}'A RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVEF"AGE: 20 ft. x 20 ft.
rUUbgN OF SPRINKIJERS CAICUI,ATEDs 2 hEAdS
MTNIUt'l.l GPU REQUIRED pER SPRINKLERz L7.0 gpn
TOTAL, SPRINKLER WATER rLOW REQUIRED: 34.2 gpm
TOTAL WATER REQUIRED (including hose): 34.2 gpnr
FIO!{ AllD PRESSI'RE (e BOR): 34.2 gpm e 61.0 pai
SPRINKLER ORIFICE SIZE: 7/16 inch
NAl.lE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESIGN/I.AYOUT BY: STEVT] KYIJE
AUTHORITI HAVING iTURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAM
HRS SYSTEMS, rNC,
ATLANTA, GA
,"*t"r* sYsrEM HrDRAnLrc ^*t,Date: O'l /27 /L994
JOB TITLET 44 Willow Place Remote Area *1
YTATER SUPPLY DATA
Page 1
wrLl.ovtl
SOURCE STATTC
NODE PRESS.
TAG (PSI)
suP L22.0
RESID. FI.,OYI
PRESS. E
(Psr ) (GPM)
111.0 3500.0
AGGREGATE FI,O!{ ANALYSIS:
TOTAL FLOW AT SOURCE
TOTAL HOSE STREA}I ALIOWANCE
OTHER HOSE STREAM ALIOWANCES
TOTAL DISCHARGE FROM ACTIVE
AVAIL.
PRESS. €
(Psr )
L22.0
1!OTAL
DEUAND
(GPM)
34.2
REQ'D
PRESS.
(Psr )
62.4
AT SOURCE
SPRINKIARS
34.2
0.0
0.0
34.2
GPM
GPM
GPM
GPM
NODE ANALYSIS DATA
NODE TAG ELEVATION
(FT)
PRESSI'RE DISCI1ARGE(PSr) (GPM)
1
2
4
10
16
L7
18
19
20
2L
22
BOR
BS
BD
SUP
34.3
38.9
39.8
36.0
28.0
26.s
21 .5
16 .5
11.5
6.5
9.5
1.0
1.5
1.5
0.0
16.8
L7.5
24.6
27.1
40.7
39.2
43.7
45 .0
48.8
50.8
s1.3
61.0
60.3
s5.8
62.4
L7.2
17 .0
NODE TYPE
K= 4.20
K= 4.06
SOURCE 34.2
EQUIVALENT K-FACTOR CALCULATOR
Node 9p:. Prees. Pipe dia. pipe Ftgs. Total H-r{ nquiv.Name K-fac. (pei) (in) r.,en.ltt1 - Len.(fr) coef . Kifac.
4.20 16.4 0.811 0.50 5.00 150 4.06
,"*t"r* sYsrEM HTDRAur.rc **t,
Q(GPM) DIA(IN) LENGTH
PT DrSC. VEL(FPS) HW(C)
(PSr ) (GPM) F.L. /FT
(Fr)
17 .5
16.8
Date: 07 /-27 /L994
JOB TITLE z 44 Willow Place Remote Area #1
PIPE DATA
Page 2
PIPE TAG
END ELEV. NOZ.
NODES (FT) (K)
Pipe: I
2 38.9 4.t1 34.3 4.2
PRESS.
strM.
(PSr )
Pipe: 239.8 0.0 24.638.9 4.t 17. s
L7 .2
17 .0 L0 ,7
L?.2
34.20.0 t2.6
17.0
34.20.0 L2.6
0.0
-8.00.0 2.9
0.0
34.20.0 12.6
0.0
8.00.0 2.0
0.0
-5.20.0 1.9
0.0
26.20.0 6.4
0.0
L3.20.0 3 .2
0.0
t3.20.0 3 .2
0.0
2l.o0.0 5.1
0.0
2L.O0.0 5.1
0.0
34.20.0 6.0
0.0
0.E1l PL 8.90
150 FTG E
0.229 TL 11.90
1.0ss PL 26.90
150 FTG 2E
0.226 rL 32.90
1.055 PL
150 FtlG
0.226 TL
3.80
3.80
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
2.7
2.0
0.8
7.4
0.4
1.1
0.9
-1. 6
1.1
2.L
-0.60.1
8.0
-4.11.1
o.2
-2.40.0
0.8
-2.20.0
1.5
-4.30.3
0.8
-4.30.1
1.6
-0.9
0.1
t.4
-4.3o.2
1.8
1.3
o.2
1.1
-3 .5
o.2
10
4
Pipe: 3
36.0
39.8
Pipe: 4
26.5
28.0
Pipe: 5
26.5
36.0
Pipe: 6
2L.5
28. O
Pipe: 7
16.5
2L.s
Pipe: 8
16. s
26.s
Pipe: 9
11.5
21 .5
Pipe:10
9.5
11.s
Pipe: 11
5.5
16. s
Pipe: Lz
9.5
6.5
Pipe: 13
1.5
9.5
1.oss PL 105.40
150 FTG 6E2T
0.01s rL 138.60
1.oss PL 17.00
150 FIDG EzX
o.226 TL 35.20
1.291 PL 16.00
150 FTG ET
0.006 TL 29.60
1.055 PL 84. 60
150 FTG 5E2T
0.007 TL 114.80
1.291 PL 11.50
150 TTG 2ET
0.0s2 TL 29.60
1.291 PL 33.10
150 FTG E2T
0.015 TL 55.80
1.291 PL 83.90
150 FTG 2E2T
0.015 TL 111.10
1.291 PL 18.80
150 FTG E2T
0.034 TL 41.5.0
1.291 PL 34.60
150 FTG 2ET
0.034 TL 52.70
r.527 PL 16.80
150 FBG 2E
0.037 TL 28.80
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
0.0
0.0
0.0
27.L
24.6
39.2
40.7
39.2
27.L
43.7
40.7
4s.0
43.7
4s.0
39.2
48.8
43.7
51.3
48.8
50.8
4s. 0
s1.3
50.8
55.8
s1. 3
17
16
L7
10
18
15
19
18
19
L7
20
18
22
20
2L
t9
22
2L
BD
22
,"*l*""* sYsrEM HyDRAUr.,rc **l,,Date: 07 /27 /L994
JOB TITLEz 44 Willow Place Remote Area f1
PIPE DATA (cont. )
PIPE TAGEND ELEV. NOZ. PT DrSC. VEL(FPS) HW(C) (Fr) Sttu.
NODES (Fr) (K) (PSr) (GPM) F.L./FT (PSr )
Pipe: L4 FIXED PRESSURE LOSS DEVICEBs l.s 0.0 60.3 0.0 4.5 psi, 34.2 gpnBD 1.s 0.0 5s.8 0.0
Pipe:15 34.2 L.s27 PL 0.s0 PF 0.5
BOR 1.0 0.0 61.0 0.0 6.0 150 FTG T PE -0.2BS 1.5 0.0 60.3 0.0 0.037 TL 12.60 PV 0.2
Pipe: 16 34.2 1.959 PL 61.00 PF 0.9sup 0.0 sRcE 62.4 (N/A) 3.6 1s0 FTG 24.20 PE -0.4BOR 1.0 0.0 61.0 0.0 0.011 TL 8s.20 PV 0.1
NOTES:(1) Calculatione were performed by the HASS 5.8.0 computer program
under license no. 8115J 49 granted by
HRS Systen8, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The system hae been balanced to provide an average
inbalance at each node of 0.006 gpn and a maxj-uum
inbalance at any node of 0.079 gpn.
(3) velocity preseure€r are printed for information only, and arenot used iu balancing the system. Maxinum water velocityie 12.6 ft-/eec at pipe 3.
(4) PIPE FITTINGS TABLE
Pipe Table Name: CUSTOM.PIP
PAGE: B MATERIAL: Copper HWC: 150Diameter Equivalent Fitting Lengthe in Feet(in)ETLcBGADEll Tee 45 Chkvlv Butvlv Gatvlv AlnVlv Dryvlv
0.811 3.00 4.50 1.s0 7.60 9.10 1.s0 0.00 0.001.055 3.00 7.60 1.s0 7.60 9.10 1.s0 0.00 0.00L.29L 4.s0 9.10 1.50 10.60 9.10 1.s0 0.00 0.00L.527 6.00 12.10 3.00 13.60 9.10 1.s0 0.00 0.00
Page 3
Q(GPU) DIA(IN) I.,ENGTH PRESS.
,"*t""* s'srEr,r HrDRAur,rc **t,Dates O?1271L994
itOB TftLEt 44 tlillow Place Rernote Area *l
IIASER SI'PPLT CURVE
180+
165+
150+
\\\\\\\\\\\\\\\\\,
\\\\\\\\\\\\\\\\\
111.0 Pei € 3500 gPn-> *
FIow Teet Point
Page 4 ir*
35+
I
I0\\\\\\\\\\\\\\\\
20+
I
I
I
05+
90+
I75+
I
P1
R
B
ssl
tt
R
E
(
P
sI
)
x
6O+
{5+
I,EGEND
= Required Water Supply
62.411 psi t 34.2 gpm
- Available Water Supply122.00 psi 0 34.2 gpn
30+
l5+
8001200 1600 2000 3200 3500 40002400 2800
Frorf (GPu)
ALI-STATE FIRE PROTECTION, INC.
6045 E. 76TIt AVE., *12
CoMMERCE CrTY, CO. 80022
HYDR,AULIC CALCT'LATIONS
FOR
44 }IILtOW PLACE
VAIL, COLORADO
FILE NI,!4BER: WILLOTI2
7 /27 /94
REMOTE AREA *2
-DESIGN DATA-
OCCUPADICY CLASSIFICATION: IIFPA 13R DWELLING
IYPE OF SPRINKLERS: CENTR"AL, OPTIMA RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGES 20 ft. x 20 ft.
NTMBER OF SPRINKLERS CALCULATED: t heade
UINIMTM GPU REQUIRED PER SPRINKLERT 24.0 gpn
TOTAL SPRINKLER I{ATER. FLOW REQUIRED: 24.0 gprn
TOTAL WATER REQUIRED (including hose) z 24.0 gpn
FIJO{ AND PRESSITRE (e BOR) z 24.0 gpn e 79.3 psi
SPRINKLER ORIFICE SIZE: 7/L6 inch
NA!!E Or CONTRACIOR: ALIJ-STATE FIRE PROTECTION, INC.
DESIGT{/LR,YOUT BY: STEVB KYLE
AUTIIORTTY HAVING JURISDICTIOU: VAIL FIRE PREVENTIOII
CALCI'LATIONS BY HASS CO}IPUTER PROGRAM
HRS SYSTEMS, INC.
ATLANTA, GA
,"*?*""* sYsrBu HYDRArrrrc ***,Date: 07/27/1994
JOB TITLE: 44 tJillow Place
WATER SUPPLY DATA
SOURCE STATIC RESID.
NODE PRESS. PRESS.TAG (PSr) (PSr)
suP L22.O 111.0
Renote Area *2
FIOW
e
(GPM)
3500.0
AVAIL.
PRESS. E
(Psr)
L22.0
Page 1
WILLOW2
TOTAL
DEMAND
(GPM)
24.0
REQ'D
PRESS.
(Psr )
80. 3
AGGFAGATE FLOW ANALYSIS:
TOTAL FLOTI AT SOURCE
TOTAL HOSE STRSAI{ AIJI'OWAIICE
OTHER ITOSE STREA}I AI,IS{A}ICES
TOTAI DISCHARGE FROM ACTIVE
AT SOURCE
SPRINKLERS
24.0
0.0
0.0
24.0
GPM
GPM
GPI'!
GPM
NODE AIIALYSIS DATA
NODE TAG ELEVATTON
(FT)
PRESSURE DISCIIARGE(Psr) (GPM)
3
4
10
16
t7
18
19
20
2L
22
BOR
BS
BD
SUP
39.1
39.8
36.0
28.0
26.5
2L.5
16.5
11.5
6.5
9.5
1.0
1.5
1.5
0.0
32.7
50.2
52.3
61.0
60. s
63.9
65.6
68.6
70.7
70.3
79.3
?8.9
74.4
80.3
24.0
NODE TYPE
K= 4.20
souRcE 24.0
Date: o7 /27 /Lss4'"*t""* sYsrEM HTDRAULT. **1"
JOB TITLET 44 Willow Place Remote Area *2
PIPE DATA
PIPE TAG Q(GPM) DIA(IN) I.,ENGTHEND ELEV. NOZ. PT DrSC. VEL(FPS) nW(C) (FT)
NODES (FT) (K) (PSr) (cPM) F.L./FT
Page 2
Pipe: 14 39 .8 0.03 39. 1 4.2
24.O 0.811 PL
0.0 t4.9 1s0 FTG24.0 0.422 tL
24.0 1.055 PL0.0 8.8 150 FTG
0.0 0.117 TL 3.80
-5.6 1.055 PL 105.40 PF
0.0 2.t 150 FTG 6E2T PE
0.0 0.008 TL 138.60 PV
24.0 1.055 PL 17.00 PF
0.0 8.8 150 FTG Ezt PE
0.0 0. 117 TIJ 35.20 PV
5.6 L.29L PL 16.00 PFO.O I.4 150 FTG ET PE
0.0 0.003 Tr., 29 .60 Pv
-3.6 1.055 PL 84.60
0.0 1.3 150 FTG 5E2T0.0 0.004 TL 114.80
18.4 1.291 PL 11.500.0 4.5 150 FTG zET0.0 0.027 Tr, 29.60
25.70
4ET
42.20
3.80
PRESS.
st,l,l.
(PSr )
PF 17.8
PE 0.3PV 1.5
PF 0.4PE -1.6PV 0.5
Pipe:
10
4
Pipe:
L?
16
Pipe:
17
10
Pipe:
18
16
Pipe:
L9
18
Pipe:
19
L7
Pipe:
20
18
Pipe:
22
20
Pipe:
2L
19
Pipe:
22
2L
Pipe:
2
36.0
39 .8
3
26.5
28.0
4
26.s
36.0
5
2t.5
28.0
6
16. s2t.s
7
16.5
26.s
8
11.5
2L.5
9
9.5
t1 .5
10
6.5
15.5
11
9.5
6.5
t2
1.5
9.5
13
1.5
1.5
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
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
50.2
32.7
52.3
50.2
60.5
51.0
60. s
s2.3
63.9
61.0
6s.6
63.9
65.6
60.s
68.6
63.9
?0.3
68. 6
70.7
65.6
70.3
70.7
7 4.4
70.3
78.9
7 4.4
1.1
-0.6
0.0
4.L
-4.L
0.5
0.1
-2.80.0
PF 0.4PE -2.2PV 0.0
PF
PE
PV
0.8
-4.30.1
0.4
-4.30.0
9.3 L.29L PL 33.10 PF0.0 2.3 150 FlrG E2T PE0.0 0.008 TL 55.{t0 Pv
9.3 I.29L PL 83.900.0 2.3 1s0 rTG 2E2T0.0 0.008 Tr 111.10
L4.7 L.29L Pr. 18.800.0 3.6 150 FTG Ezr0.0 0.018 TL 41.50
PF 0.8PE -0.9PV 0.0
PF O.7PE -4.3PV 0.1
L1.? 1.291 PL 34.60 PF0.0 3.6 150 FTG 2Et PE0.0 0.018 TL 52.70 PV
0.9
1.3
0.1
BD
22
BS
BD
24.0 L.527 PL 16.80 PF 0.60.0 4.2 150 FTG 2E PE -3.50.0 0.019 TL 28.80 PV 0.1
FIXED PRESSUFA I,OSS DEVICE0.0 4.5 psi, 24.0 gpn
0.0
Pipe:
,"*Qo"* sYsrEM HyDRAnLrc **Q*Date: 07 /27 /L994
,'tOB TITLEz 44 Willow Place Remote Area 12
PIPE DATA (cont. )
PIPE TAG A(GPM) DIA(IN) I,ENGTHEND ELEV. NOZ. PT DrSC. VEL(FPS) HW(C) (FT)
NODES (FT) (K) (PSr) (GPM) F.L./FT
Page 3
PRESS.
ST'M.
(Psr )
Pipe: L4BOR 1.0 0.0 79 .3 0.0BS 1. s 0.0 78.9 0.0
Pipe: 15SUP O.O SRCEBOR 1.0 0.0
24.0 L.527 PL 0.504.2 150 FTG T
0.019 TL L2.60
24.0 1.959 PL 61.0080.3 (N/A) 2.6 150 FTG 24.2079.3 0.0 0.006 TL 85.20
PF
PE
PV
PF
PE
PV
0.2
-0.20.1
0.5
-0. 4
0.0
NOTES:(1) Calculations were performed by the ITASS 5.8.0 computer prognam
under licenee no. 8115J 49 granted by
HRS Systene, Inc.
2193 Ranchwood Dr., N.E.Atlanta, cA 30345
(2) Bhe systen baE been balanced to provide an averageinbalance at each node of 0.014 gpm and a maximum
i:nbalance at aay node of 0.188 gprn.
(3) Velocity preesurea are printed for information only, and arenot used in balancing the system. Maxirnurn water velocityie 14.9 ftlaec at pJ-pe 1.
(4) PrPE FITTINGS TABIJE
Pipe Tab1e Name: CUSTOM.PIP
MATERIAL: Copper llWC: 150Eguivalent Fitting Length8 in FeetETLCBGADEtl Tee 45 ChkVlv ButVlv GatVl.v AInVlv DryVlv
3.00 4.s0 1.s0 7.60 9.10 1.503.00 7.60 1.50 7.60 9.10 1.504.50 9.10 1. s0 10.60 9.10 1.50
6. 00 12 . 10 3.00 13. 60 9.10 1. s0
PAGE: B
Diameter
( in)
0 .811
1.055L.29t
L.s27
0.00 0.000.00 0.000.00 0.000.00 0.00
,r**"r* sYsrEu HTDRAI'.,r. **Q*
Date: 071271L994
gOS ffTLs-z 44 tflllow Place Remote Area *2
TIATER ST'PPLY CI'RVE
180+
Page {
\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\
111.0 Pei t 3500 gPn-> *
Flow Teet Point
135+
I
6rrrrrrru\\\\\\\
P120+RlElsl
9105+ulRlEl
90+(lPlsxr ?5+)l
165+
150+
60+
45+
30+LEGEND
X *.Required ttater Supply
80.26 pei 0 24,O gp'rr
0 - Available l,later Supply
122.00 psi 0 24.0 gPr
2400 2800
rl{rw (GPl{)
8001200 1600 2000 3200 3600 4000
o
ALL-STATE PIRE PRCITECTION, INC.
6045 E. 76TH AVE., *12
CoMMERCE CrTY, CO. 80022
HYDRAULIC CALCT'LATIONS
FOR
44 WILLOW PLACEVAIL, COLORADO
FILE NI'MBER: WILLOW3
7 /27 /94
REMOTE AREA *3
-DESIGN DATA-
OCCUPA}ICY CLASSIFICATION; NF.PA 13R DWELLING
TYPE OF SPRINKTJERS: CENTRAIJ OPTIMA RESIDENTIAL CONCEALED PENDENTS
BASIS OF COVERAGE: 20 ft. x 20 ft.
NI'MBER OT SPRINKLERS CALCUI,ATED: 3 heads
I'IINIMW GPM REQUIRED PER SPRINKLERz L7.0 gpn
TOTAL SPRINKLER WATER FLOW REQUIRED: 52.4 gpn
TOTAL WATER REQUIRED (including hose): 52.4 gpn
rl,ow AIID PRESSURE (e BOR): 52.4 gpru e 83.s psi
SPRINKLER ORIFICE SIZE: 7/L6 inch
NAI,IE OF CONTRACTOR: ALL-STATE FIRE PROTECTION, INC.
DESTSN//I,AYOUT BY! STEVE KYIJE
AUTHORITY HAVING JI'RISDICTION: VAIL FIRE PREVENTION
CALCUI,ATIONS BY ITASS COMPUTER PROGRAI,I
HRS SYSTEMS, INC.
ATLANTA, GA
,"t*r* sYsrEu HYDRA.LT. **?r,Date: 07 /2? /L994
JOB TITLEz 44 t{illow Place Remote Area *3
WATER SUPPLY DATA
Page 1
I{ILIJOW3
SOURCE STATIC
NODE PRESS.TAG (PSI)
suP L22.0
RESID. FI,OW
PRESS. 8(Psr) (GPM)
111.0 3s00.0
AVAIL.
PRESS. E
(Psr )
L22.0
TlOTAL
DEMAND
(GPu)
52.4
REQ'D
PRESS.
(PSr )
86.0
AGGREGATE FLOTI ANALISIS:
TOTAT FLOW AT SOI'RCE
TOTAI, HOSE STREAI,I ALLOI{ANCE
OTHER HOSE STREAM ALIOWAITCES
TOTAL DISCI1ARGE FROM ACTIVE
ANALYSIS DATA
TAG NODE TYPE
K= 4.20
K= 4.20
K= 4.20
sottRcE
AT SOURCE
SPRlNKLERS
52.4
0.0
0.0
s2.4
GPM
GPM
GPM
GPt!
NODE
NODE
5
6
7I
9
10
16
L7
18
19
20
2L
22
BOR
BS
BD
suP
ELEVATION(rr)
36.6
. 3?.5
3?.5
36.6
37.s
36. O
28. O
26.5
21.5
16. s
11. s
6.5
9.5
1.0
1.5
1.5
0.0
PRESSI'RE
(PSr )
16.4
18.6
20.5
16.8
20.8
32.5
s8.1
54.1
61.3
61.8
67.5
69.2
7L.9
83.5
82.2
77 .7
86. 0
DISCI1ARGE
(GPM)
L7.O
18. 1
L7.2
52.4
PIPE TAGEND ELEV. NOZ.
NODES (FT) (K)
,"*t"r* sYsrEM HyDRAUr,rc **lr"
Q(GPM) DIA(IN) LENGTHPT DrSC. VEL(FPS) m{(C)(PSr) (GPM) F.L./Fr
(FT)
0.811 PL 6.70
150 FTG 3ET
0.223 rL 20.20
0.811 PL 1.50
150 FTG 2E
0.251 TL 7.50
Page 2Date: 07 /27 /L994
itOB IITLEz 44 Willow Place Remote Area *3
PIPE DATA
PRESS.
SI'M.
(PSr )
Pipe: 1 1?.0
37 .5 0.0 20.5 0.0 10.636.6 4.2 16.4 17.0
0.0
0.0
0.0
4.2
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
20. 8
20,5
20.8
16.8
32.5
20.8
54. 1
58. I
s4. 1
32.s
61.3
58. 1
61.8
61.3
61.8
54.1
67.5
61.3
?L.9
67.5
69.2
61.8
1. 30
1 .30
4.5
o.4
0.8
1.9
0.0
0.9
0.3
0.0
1.1
4.4
0.4
0.8
11.0
-0. 6
2.5
4.7
-0.60.1
17 .5
-4.L2.5
0.4
-2.80.1
L.7
-2.20.1
3.4
-4.30.6
1.8
-4.30.2
3.6
-0.9o.2
3.1
-4.30.4
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PT
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
Pipe: 237.5 0.0 20.537.5 4.2 18. 6
18.10.0 11.3
18. 1
35. 10.0 12.9
0.0
L7.20.0 10.7
L7.2
52.30.0 L9 .2
0.0
-L2.30.0 4.5
0.0
s2.30.0 L9 .2
0.0
L2.30.0 3.0
0.0
-7 .90.0 2.9
0.0
40.10.0 9.8
0.0
20.20.0 5.0
0.0
20.20.0 5.0
0.0
32.L0.0 7 .9
0.0
1.055 PL
150 FTG
0.237 tL
10
9
L7
16
L7
10
18
16
19
18
19
t?
?.o
18
22
20
2L
19
Pipe: 3
37.5
37.5
Pipe: 4
37.5
36.6
Pipe: 5
36.0
37.s
Pipe: 6
26.5
28.O
Pipe: 7
26.5
36. O
Pipe: 8
2L.5
28.O
Pipe: 9
16. s
2L.5
Pipe: 10
16. s
26.s
Pipe:11
11.5
21.5
Pipe:12
9.5
11.5
Pipe: 13
6.5
16. s
0.811 PL 5.70
150 FTG 3ET
0.229 TL L9.20
1.055 PL 8.60
150 FTG zET
0.497 TL 22.20
1.055 PL 105.40
150 FTG 6E2I
0.034 TL 138.60
1.055 PL 17.00
150 FTG E2T
0.497 TL 35.20
1.291 Pr 16.00
150 FTG ET
0.013 TL 29.60
1.055 PL 84. 60
150 FTG 5E2T
0.01s TL 114.80
1.291 Pr 11.50
150 FTG 2ET
0.113 TL 29.60
1.291 PL 33.10
i5O FTG E2T
0.032 Tr 55.80
1.291 PL 83.90
150 FTG 2E2T
0.032 TL 111.10
1.291 Pt 18.80
150 TTG E2T
0.075 TL 41.50
Date: 07 /27 /L994
JOB TITIE. 44 Willow Place Remote Area *3
PIPE DATA (cont. )
PIPE TAGEND 8LEV. NOZ.
NODES (FT) (K)
Pipe: L4
22 9.5 0.0
2L 6. s 0.0
Pipe:15BD 1.5 0.0 77.7 0.022 9 .5 0.0 7t.9 0.0
Pipe: 16BS 1.5 0.0 82 .2BD 1.5 0.0 77 .7
Page 3
52.3 t.s27 PL 16.80 PF 2.49.2 150 FTG 2E PE -3.5
0.082 TL 28.80 PV 0.6
Pipe: L7
BOR 1.0 0.0
BS 1.5 0.0
52.3 L.527 PL 0.500.0 9.2 150 FTG T0.0 0.082 TL 12.60
52.4 1.959 PL 61.005.6 1s0 FTG 24.20
0.024 tL 8s.20
83.5
82.2
PF 1.0
PE -0.2PV 0.6
PF 2.IPE -o.4PV O.2
Pipe: 18suP 0.0 sRcE 86.0 (N/A)BOR 1.0 0.0 83.s 0.0
NOTES:(1) Calculations were performed by the HASS 5.8.0 computer program
under licenee no. 8115J 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 maximum
imbalance at anlr node of -0.138 gpn.
(3) Velocity preseurea are printed for infornation only, and arenot used in balancing the eyetem. Maxirnum water velocityis 19.2 ftleec at pipe 5.
sptxr,sn sYsrEM HYDRArrtrc *o,lt,
Q(GPM) DIA(IN) LENGTH PRESS.
PT DrSC. VEL(FPS) HW(C) (Fr) SttU.
(PSr) (GPM) F.L./FT (PSr)
32.1 1.291 PL 34.60 PF 4.0
7L.9 0.0 7 .9 150 FTG 2ET PE 1. 3
69.2 0.0 0.075 Tr 52.70 PV 0.4
FIXED PRESSURE LOSS DEVICE0.0 4.5 psi, 52.3 gpm
0.0
Dare: o7/2x/Lss1'"*!k** s'srEl{ HYDRAI'LT. * '1" "
itOB lrITLE: 4l Willos Place Remte Area *3
(4) PIPE FITTINGS TA8L,E
Pipe Table Name: CUSBO!,I.PIP
PAGE: B
Diameter(in)
0.811
1.055
1.291
L.527
MATERfAL: Copper EtfC: 150
Equivalent Fitting LengrEhs in FeetETI,CBGAD8ll Tee 45 ChkVIv ButVlv Gawlv AlnVIv DqA/lv
t
'I*
:
3.00 4.50 1.50 7.60 9.103.00 7.60 1.50 7.60 9.104.s0 9.10 1.50 10.60 9.106.00 12.10 3.00 13.50 9.10
1.50
1.50
1.50
1 .50
0.00 0.000.00 0.000.oo 0.000.00 0.00
,rt*r* srsr'M HYDRAUT,T. n*lr*Date! 07/271L994
JOB TIIIL,E z 44 tfillow Place Renote Area *3
IIATER SUPPLY CURT'E
180+
165+
150+
\\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\111.0 Pai t 3500 g1m-> *
FIow Teat Point
Page 5
135+
I
I0\\\\\\\\\\\\\\\\
120+
I
I
I
105+
I
I
I90+x
P
R
I
s
s
u
R
E
(
P
s
I
)
75+
I60+
IJEGEND
,15+
I
30+
X = Required Water Supply
85.97 psi € 52.4 gpn
0 = Available l{ater Supply
122.00 pei 0 52.r[ gpn
15+
8001200 1600 2000 3200 3600 40002400 2800
FIjO!{ (GPM)
ALL-STAIE FIFJ PROTECTION, INC.
6045 E. 76TH AVE., *L2
couMERcE crTy, co. 80022
HYDRAUIJIC CALCULATIONS
FOR
44 WILIOVT PI,ACE
vArL, coLoRADO
FILE NI'![BER: WILI,OW4
7 /27 /94
REUOTE ARAA *4
-DESIGN DATA-
OCCT'PADICY CLASSIFICATION: PA 13R DYIELLING
TYPE OF SPRINKLERS! CENT&AI, OPTIMA RESIDENTIAT, CONCEAIJED PENDENTS
BASIS OF COVERAGE: 20 ft. x 20 ft.
NTJUBER OF SPRINKLERS CALCUI,ATED: 4 headg
MINIMW GPI,T REQUIRED PER SPRINKLER: 17.0 gPN
TOTAL SPRINKIJER WATER FL,OI{ REQUIRED: 79.4 gpn
TOTAIJ WAIER REQUIRED (including hoee) z 79.4 gpm
FI"OW AlrD PRESSURE (e BOR) z 79.4 gpn e 100.6 psi
SPRINKLER OR.IFICE SIZE: 7/L6 inch
NAI{E OF CONIRACAOR: ALL-STATE FIRE PROTECTION, INC.
DESTGN/T,AYOUT BY: STEVE KTLE
AUTHORITY IIAVING JURISDICTION: VAIL FIRE PREVENTION
CALCULATIONS BY HASS COMPUTER PROGRAI,f
HRS SYSTEMS, INC.
ATLA}ITA, GA
2L
22
6.5
9.5BOR 1.0
1.5
1.5snP 0.0 souRcE 105.6 79.4
EOUIVAIJENT K-FACTOR CALCUTATOR
Node Spr. Press. Pipe dia. Pipe Ftgs. Total H-Yf Equiv.Name K-fac. (pei) (in) Len.(ft) ten.(ft) coef. K-fac.
spntRr,en sysrE!.r ryDRAnr,rc **Q*
51 .5
65.9
60. 9
7t.3
71.3
80.4
8s.1
100.6
98.2
93.7
Page I
wrLLot{4Date: 07/27/L994
JOB TITLE z 44 ttillow Place Remote Area *4
WATER SIIPPIJY DATA
SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D
NODE PRESS. PRESS. E PRESS. E DEMA}ID PFSSS.rAG (Psr) (Psr) (GpM) (psr) (GPM) (PSr)
sup L22.0 111.0 3500 . O 122.0 79 .4 105. 6
AGGREGATE FI,oI' ANALYSIS :
TOTAL AI,OW AT SOURCE 79.4 GPM
AOTAL ITOSE STREAM AI.,I'WANCE AT SOURCE O. O GPM
OTITER EOSE STREAM AI,I,OWANCES O. O GP!,I
IOTAI, DTSCIIARGE FROM ACTIVE SPRINKLERS ?9.4 GPM
NODE ANALYSIS DAIA
NODE TAG ELEVATION NODE TYPE PRISST'RE DISCEARGE(rr)(PSr) (GPu)
11 36.4 K= 4.20 L6.4 17.OLZ 36.4 K= 4.20 19.4 18.513 36.4 23.sL4 35.5 K= 4.06 25.6 20.515 35.5 K= 4.06 33.0 23.316 28.Ot7 26.518 2L.519 16.520 11.5
BS
BD
14,15 4.2O 16.4 0.811 0.50 T 5.00 150 4.06
,"t*** sYsr'r{ HYDRATTLT. *ot*
Q(GPM) DIA(IN) TENGTHNOZ. PT DrSC. VEL(FPS) Hr{(C)(K) (PSr) (GPM) F.L./FT
(FT)
1?.0 0.811 PL 19.80
10.6 150 FTG 4E
0.223 tL 31.80
18.s 0.811 Pr 8.000.0 11.s 150 FTG ET18.s 0.261 TL 1s.50
35.5 1.055 PL20.s 13.0 1s0 FTG0.0 0.242 TL
7.10
7. 10
13.20
Page 2Date: 07 /27 /1994
JOB TITLE z 44 t{illow Place Remote Area *4
PIPE DATA
PIPE TAGEND ELEV.
NODES (FT)
13
t2
Pipe:
74
13
36.4 0.0 23.s36.4 4.2 19.4
PRESS.
st'l.f.
(PSr)
Pipe: 113 36.4 0.0 23.5 0.011 36.4 4.2 L6.4 17.0
Pipe: 2
3
35.5
36 .4
4
35.5
35. 5
4.1
0.0
4.1
4.1
0.0
4.1
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
25.6
23.s
33.0
25.6
51. s
33.0
65.9
51.5
60.9
51 .5
71.3
60.9
71.3
6s.9
7L.3
60.9
85. 1
7t.3
80.4
7L.3
85. 1
80.4
L3.20
7.L
0.0
0.8
4.L
0.0
0.9
t.?
-0 .4
1.1
7.4
0.0
2.8
t5.2
-3.25.7
13.7
-0.6o.4
6.s
-2.81.3
8.3
-2.20.3
1.1
-4.3o.2
6.0
-4.30.6
1J?.0
-0.9
0.6
4.8
-4.30.7
6.0
1.3
o.7
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
PF
PE
PV
15
L4
16
15
L7
16
18
16
19
18
19
t7
20
18
22
20
2t
19
22
2L
Pipe:
Pipe: 5
28.0
35.5
Pipe: 6
26.5
28. O
Pipe: 7
2L.5
28.0
Pipe: 8
16.5
ZL.5
Pipe: 9
16.5
26.s
Pipe: 10
11.5
2L.s
Pipe: il
9.5
11.5
Pipe: L2
6.5
16 .5
Pipe:13
9.5
6.5
56.123.3 20.6
20.5
79.40.0 29 .L
23.3
2t.90.0 8.0
0.0
57.50.0 14.1
0.0
18. .4
0.0 6.8
0.0
2L.90.0 5.4
0.0
39.10.0 9 .6
0.0
39. 10.0 9 .6
0.0
40.30.0 9 .9
0.0
40. 30.0 9 .9
0.0
1.05s Pr
150 FBG
0.564 TL
1.055 PL 11.20
150 FTG E
1.073 TL L4.20
1.055 PL 105.40
150 FTG 6E2T
0.099 TL 138.60
L,29L PL 16.00
150 FTG ET
0.221 rt 29 .60
1.055 PL 84.60
150 FTG 5E2T
o.072 TL 114.80
1.291 PL 11.50
150 FTG zET
0.037 TL 29.60
1.291 PL 33.10
150 FTG A2T
0.108 TL 55.80
1.291 PL 83.90
150 FTG 4E2T
0.108 TL 120.10
1.291 Pr 18.80
150 FTG E21I
0.114 TL 41.50
1.291 PL 34.60
150 FTG 2ET
0.114 TL 52.70
Date: O7 /27 /L994
JOB TITLEz 44 Tlillow Place Remote Area *4
PIPE DATA (cont. )
Page 3
Q(GPM) DIA(IN) LENGTH PRESS.
Drsc. VEL(FPS) Hr{(C) (Fr) sw.(GPM) F.L. /FT (PSr )
79.4 1.527 PL 16.80 PF 5.1
0.0 13.9 150 FTG 2E PE -3.50.0 0.177 TL 28.80 PV 1.3
PIPE TAG
END ELEV. NOZ.
NODES (FT) (K)
Pipe:14
BD 1.5 0.022 9.5 0.0
spntsn sYsrEM HYDRAur,rc axelts
PT
(Psr )
93.7
85. 1
Pipe: 15 FIXED PRESSURE LOSS DEVICEBS 1.5 0.0 98.2 0.0 4.5 psi, 79.4 gpnBD l.s 0.0 93.7 0.0
Pipe: 16 79.4 L.527 PL 0.50 PF 2.2BOR 1.0 0.0 100.6 0.0 13.9 150 FTG T PE -o.2BS 1.5 0.0 98.2 0.0 0.t77 TL L2.60 pV 1.3
Pipe: 17 79.4 1.959 PL 61.00 PF 4.5suP 0.0 sRcE 105.6 (N/A) 8.s 150 FTG 24.20 PE -0.4BOR 1.0 0.0 100.6 0.0 0.053 Tr, 85.20 PV 0.5
NOTES:(1) Calculationa were performed by the HASS 5.8.0 computer progran
under licenEe no. 8115,J 49 granted by
IiRS System6, Inc.
2193 Ranchwood Dr., N.E.Atlanta, GA 30345
(2) The Byetem hae been balanced to provide an average
imbalance at each node of 0.004 gpm and a maximurn
imbalance at any node of 0.066 gpn.
(3) Velocity pressurca are printed for infor:nation only, and arenot uEed in balancing the Byatem. Maximum water velocityie 29.1 ftleec at pipe 5.
(4) PIPE FITTINGS TABLE
Pipe Table Name: CUSTOM.PIP
PAGEs B IdATERIAL: Copper lIlrlC: 150Diameter Equivalent Fitting Lengthe in Feet(in)ETLcBGA
Ell Tee 45 ChkVIv ButVlv GatVlv AlnVlv
D
Dryvlv
0.00
0.00
0. 00
0.00
0.811
1.05s
t.29L
L.527
3 .00 4. 503.00 7.604.50 9.106.00 12. 10
1.s0 ?.60 9.10 1.50 0.00
i. .50 7 .60 9.10 1.50 0.00
1. s0 10. 60 9.10 1.50 0.003.00 13. 60 9 . 10 1 . s0 0.00
,"*Q** srsrtsu HrDRAnr,tc oo*Q*Date: 0712711994
iIOB TITL,B z 44 tlillow Place Renote Area 14
VIATER ST'PPLY CT'RVE
180+
165+
150+
60+
I Page { t
135+
I
I
0
P120+RlElsl
s105xul$l
90+$lslI 75+)l
\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\
\\\\\\\\\\\\\\\\\
111.0 Psi t 3500 g1n-> *
Flow Teet Point
LEGEND
a
X * Required Water Supply ..
105.56 pei € 79.4 gpn ''
0 = Available llater Supply ''
121.99 pal € ?9.4 g1m ..
8001200 1600 2000 2400 2800 3200 3600 4000
rrow (GPu)
45+
I
30+
15+
R .$;, JtE I,l
P, L,q .t t 19c' i.,-,,,, I
U'gJ
4 lF-s 6-6 5-
'' t
)hrwonut'Pewl,nr (ino'ncllt'ttcAL,llc,
MttY 27. 1904
lfMs & F- Attn: JaY lberron
70E goutlt lrrontag€ Koad' Sulls 307
Vril, Colorado 81657
MRY 3 1 '94
rt
"r{lt0liood(ilrnttitt
l' fi HS.M5'|
trtrotlo l0$ 9t, tlctt
12 :06 No .005 P .02
\y
.41* Lr1p, (tr El 6Ot
JobNo,1942(rs
Subjcc{: $umrnary ol'Beruing Conditloru for Building $upport, Propo*d'l}iplcr,
MEHduw l(uud rrd vall Rourl, Vuil, thlorado'
Dear Mr. Pcta$oD:
Ar rcqucshd bj' Dtvo ScJrrsinw of R,A' Nclson, wo mr pmvidiug-a eunmuy of tho
obmnntlons urd tc*r|n8, condusted Bt tho subJcsl Bitc to ietrDlirh thc bearirrg ruppon for
ryroadfmtinP,
Obocrvulion of ouUooilg cxp*Od in euir and tcst Pitt WOIO madc on Apt{l 24 i||d 2l ud
Mty 6 1994. $uhrcqucnricsting of horkfill construcdon hss boco madc accodln$ tt our
ruxrmmcndstiole tbrlbotlng *o14rolt, 'llrc teet rrportr witl follow under sePudc covcf'
HgSOd On Our ubcelvariolr-q Od tcst rcrults, rprc*d fbothrgs dzod fttr c tlnxitrtum bemlng
pcoiutr rrl.z,ooo prf nnd bcaring rrr itrc prrparcd rubgr_{1 uhuuld bp rultablc for bulldlttg.
;rnt*. Uui ro rtr vuriahls Ur*ittg conilllons, somc diffcrontlrl settlcmcrts nhould bu
cnpccttd,
Il'thorc ore otly tlttostionu or if oddltlond infomrotio'rr le rrssfud, ptcasc lot rtc k$ow'
,!lnc,ottly,
TIUPWORTI{-DAWI,AK (}FNTRCIINILIA'I., INC.
w
Stsvon L. Pr*lrk.
ffl,P/ro
cc: R ,A, Nalgon - Attni Dovs $o}[c|ttcr
Picrcc, $egerbcq & Atsrnirtc 'Attn: l'om Frcy
Nidrol tlofllrn<l Arsocialos- Ath: Jos Nichol
,.i€
/PTERCE, SEGERBERG & s|lH
A'RCHIIECTS . P.C. . A.ll[.
100O South Frontage Road West
vAtL, coLoRADo 8i657
(303) 476{433
FAX (303) 4t6-46O8
^ ttbrtr- /'+uL5E
uerr#oF TRANSNflITTAL
TO
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Plovdx 210 /fr*:sJ trc cmr.i {K nrrtr
SIGNED:
lt ancro3urts taa rot ra notcd, ttndy ndit us al oacc-
ro f/. U Con. &u opvT
Bazprata /'
P|ERCE, SEGERBERG & ilEHARCHITECTS.P.G..ilJ.
'1000 South Frontage Road West
vAtL, coLoRADO 81657
(303) 476.4433
FAX (303) 476-4608
LtrTTil @F TRANSNflITTAL
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Pnoqrr2.o l@ ri., &6r ,!. oltTl ,t aacroaura ara ,ro( aa ,Do|rat, nlnat dt ua J
$d-
Ftxt3t+te
fto\4P? Aa-,q\V V)AQS #?wut?& fe W4151 6tt \"Ff-
Ft*rbft t{ ?*t++eo 47*cE
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cle*Pe
PR*IttrS lN MFzl-*tc-\P.oo.A ce4
NFq\4+l ?:2tt2^ct4rt-u/ 7-t7,l4AUerAeZa.vA)-
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Lot 9, Block 6
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TO
PtERcE, sEGERBERG alAgx
ARCH;TECTS.p.C..UI.- f000 South Frontage Road W-est
vArL, coLoRADo 81557
(303) 4764433
FAX (303) 476.4@8
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tr Shop drawings
tr Copy of letter
}( erints
tr Change oder
E Plans tr Samples O Spcclftcations
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coPrEi DATE NO.DESCRIPTION
2 4-*q4 Pti Pzi,rreI,Ua= 4=,= LLr, r,/nr+za+rz-al
THESE ARE TRANSMITTED AS ChOCK€d b€IOV,:
FFor apprcvat
O For your use
tr As requested
tr Appmved as submiiled
tr Approved as noted
E Returned for corr€ctions
tr Resubmit-copies for apgroval
tr Submit
-copies
ior dlctrlbution
E Rotum
-corrccted
prints
E For review and comment tr
E FOR BIDS DUE 19- tr PRINTS RETURNED AFTER LOAN TO US
REMARKS htlu -
COPY TO
/('96 ffid|ir|r€. Co.|0r,i . 101 Paecoornd Co.|bnt
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SOU]ID RATED:
Floo/Ceilin0s - Wood Framing (wood loists with rough and linishsrt tlo0r) (cont'dl
llo.Flro Rating Rel. Duign llo. Descilption STC Test llo.Ic
2 thr.t515
FC 2F-1 hr.
7 mm) Fire-UL
FM
screw attached lo Resilient Furrin0 Clnnnels spaced
24' o.c. (610 mm) on 2 x 10 (51 mm x 254 mm)
w00d ioish 16' o.c. (406 mm). Wallboard secured
t0 channels with 1' selFdrillino screws 12' o.c.
(3{b mm). 0otion in UL 1515 elbws Drywall
Suspensibn System to be hung lrom joiSb. No
Insuta!0n In otenum.
FM FC181-1 hr. Wilh312'(88.9mm)glasstiber.
Clnnnels NGC 4107
NGC 5161
NGC 5165
est. 50
3 t hr. F.r.--_--rd1 FM FC 19}-1 hr. 12'(12.7 mm) Fire-Shietd G GypsumiT-Tl Wallboard attached to Resilient Furring ChannelsE@ i#Fffilfif,,h,fiflkllhHlHi::ff.:.
2!f 'ffi f 'ff tii.iltlt?IJi131*Hi
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SINGLE LAYER (FLOOR TRUSS)" " F *'g3i
f,i$ffi{$flffiil,if#*ffi{l1*
backed with 2 x 4 (51 mm x 102 mm) wood blocks
fastened t0 lower ihord wilh Z-clips.'1982' (15.1 mm)
plywood floor sheathing.
DOUBLE LAYER MOOD FRAMING)
F[, Fl a-1 hr @ Fa" FrAful
AFceuP;Y(15.9 mm) Fir{lirldJrlllnC or 5/8' (15.9 mm)
F.S. Soflit Board attached with screws 12'o.c. (305).
Wallboard, base iayef nailed a iOht angles t0
2 x 10 (51 mm x 254 mm) wood joists
spaced 16' o.c. (406 mm), resilient funing
channels spaced 24'0.c. (610 mm)and nailed
5 lhr,FC 1G-1 hr.
Melhod B
(FC448)
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FC 5515
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UL
GA
GA
0ne layer 5/8' (15.9 mm) Fire-Shield G Wallboard
screw attached to 7/8' (22.2 mm) screwjunino channel
wire tied Derpendiculario lower ihord of wood:webbed
trusses of 2x4(51 mm x 102 mm) lbr. wilh steel
truss plates spaid 24' o.c. (610 mm). Floor 3/4'
(19.1 mm) nominal plywood.
0ption resilient furring channels..,iir.ii,
DOUBLE LAYER 00R
FC 5512 Wallboard each screwed perpendicular, wilh all
joints ol lace layers staggered 24'(610 mm)
from base layers, to 24'0.c. (610 mm) wood
trusses fabricaled using connectors produced by
members 0f the Truss Plate Institute. 5/8'(15.9 mm)
T & G (long sides) plywood flooring nail applied
m*t'|1e10
Horizonhl Duct Prolection
5.9 mm) Fire-
lhrough base board inlo and at fightangles to joists.
Face hyer ol5/8-(15.9 mm) Fire:ShieliiG bo;rd
screwed to furring channel. Nominal 1' (25.4 mm)
T & G sub and fin-ish floor. optional floor systems
consist ol Floor Topping Mixture over plywood.
1 2hr.WHI 694-0300.1 2 12'(63.5 mm),4'(102 mm)or 6'(152 mm), or Gold Bond
l-Studs 24" o.c. (610 mm). 1' (25.4 mm) Fire-Shield Shattliner.
3 layers '1l2'(12.i mm) Fire-Shield G Gypsum Wallboard, Base
and middle layers parallel lo studs. Face layer perpendicular.
fll zo GOLO BOl'IO OUICK SETECTOR/GEI{ERAL REFEREITCE
2@643513L4 .frr. BURERU ,-rr= (] r-rw RUG 1? '93 742@4
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AUG 1? '93 14:45
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.:.4lril$ilriiiili.ali!$!i!lrrii+i1ii;':li.!.:J : :::: ii:lli1:i
''*'*'.'^:l;:1Y;?5'?f
*"'
oc r";q*$!nAef,n'Y .
l'191'5uH.tu'&"'
.,- .lf i:-:*llfflL'" *' "
,aY-
-tl
of Tttntt Ilt s tt LRTI o 1,1
hen the roof line is central tn the aesthetic value of
the building, NRG Nailboard is the logical insulation
choice. It is a high R-value insulating substrate
InO Irllboa.d'.
rcrLd adia allcf|
tor trpa|ralon ol
th. Oat.
a{oL fia rrq.*ad
Yaeot rataait.. ba.
traan tha t{allbo.rd
a.d th. daok
rr!l:rl':
system to which a broad range of roofing materials can be
affrxed. Nailboard can be used on steep, pitched roofs and above
cathedral ceilings.
Nailboard is made of a polyisocyanurate foam core bonded
during the foaming procees to factory routed Z/16' (11.1 mm) or
5/8" (15.9 mm) oriented strand board on one side and a fiber reinforced
facer on the other. It can be cut and easily instalied without special tools.
Nailboard prevents the thermal short circuits that can result when
more traditional wood blocking and plywood are used. In addition, it
saves labor because the insulation and nailable base are installed in one
step. Nailboard is manufactured under controlled factory conditions
with routed edges in order to provide the required expansion joint
between panels. NRG has developed a unique seam sensor which
cuts every sheet of Nailboard precisely at the end of each board,
resulting in a seamless panel.
PHYSICAL PROPERTIES
Prop€rly
Foam Core Density
Dimensional Stability
Compressive Strcngth
Moisture Vapnr Trans.
Flamc Spread
(foam core)
Nailable Base
Tesl Method
ASTM D-I622
ASTM D.2I26
ASTM D.162I
ASTM E.96
ASTM E.84
Value
2.0 pcf Nominal
2% max.7 days
l8 psi
< t perm
25 max.
Xtllbca?d Guta aad
h.ndlaa aarlly . wlth
ordl|tart aoolr.
BARRIERS
Technicel sFcifications as shoyn in thir booklet rre int nded io b€ u!€d ss seneral
8tidelinei only. Ple-as. callfordebjled 3p€cificrtion!. O 1992 NRc Barriers: lnc.
nCfoamlof Insulation Products
ACFoam Composite consists of the Atlas
closed-cell oolviso core which is bonded tor/:"
perlite on the top side and a fiber reinforced felt
facer on the bottom. The perlite top eliminates
the need for cover boards or vented base sheets
normally recommended over foam insulations.
ACFoam Composite is recommended for use
with BUR, modified bitumen, mechanically
attached and loose-laid ballasted single-ply sys-
tems (see pages 7, 8, 9 and 1 0).
compliances:. f('dcral Spe.ificalion HH I 1972/CtN and HH | 1972,/].
. Metro-Dade Countv, tlorida P()du.t Control No 9 I 0610.7
. Calrfornia Slate lnsulalion O!alitv Slandards ind Titlr 25 F.)an)
tlammability Criteria lLicensr #TC 1211 .
. BOCA. ICBO. and SBCCI Sc(tions on Fonm In\ulalron
FM Standard 4450/4470 Approval:
Actoam Composile is approvetl icx Class I insulak{lsk1'1, wrxxl,
(on, ri.t(' and glp\Jm rooi d,l L \.) r.lrLr. tron ror ooth l rnl .rnil l t'r)
Wjndstornr Classificalions (n)av br mopped or nr(\hrnlr,rlly l.r\lrned
lo con(rctc roof deck). Ret'r to FM AoDro\al Cur.k'lor (k ldr15
UL slandard 1256 Classification:
lnstrlatcd nretal deck conslru( lion asserlrb ies - ConslrLr( lt(nr # I -10
and # l2 J.
UL Standard 790 Classification:
Cla:' A wrtl- -ro\l roo rr, nrh,,l|r'\y\lt nr.. \'\'L,l Urirl(|nt\n"l -
rials Dire( bry.
UL Standard 263 tire Resistance Classification:
Sonr('(.lassiiications for iirr rlsistancc are P]25. P2 ]0. PJ 12. Pl.1i.
P254. P259. P508. P510. P51 1. P70t . P;10. P7l l . P7 l t, P7 t 5.
P7|7.P/-|e,,P719,P72O, PUr)1. I'814. P8l5. PIJI7, PUI8.rnd I'8I9.
Vented-RrM nail base insulation features the Atlas
closed-cell polyiso core, bonded between 7ru"
APA rated OSB on the top side arrd a fiber reirr
forced felt facer or.r the botton. Vented-R offers
the same benefits as A(-Foam Nail Base, plus it is
constructed with ventil.rtion spaces be.tween the
irrsulatron and OSB to dissip,rte mtlislure vapor
arrd heat build-up. For installatiorr 1;rocedures,
contact your local Atlas representative.
Compliancesi
. f,al(,'J \n',. ,fi, dlr,,1 liH.l 1,,'./.1 ;l \
. Mctro-Dade Co!nty, tloridr ftodu( I Conlrol N(). 9 t-o6 ,o.7.
. (-a ik)min Stale Insulalion alu.r ily Slandards and I ill( 25 [('inr
f lanrnl.bility Crik{ia (Lrr |fsr' #TC 1 l ll t
. B()ClA. ICBO, ,nd SU(-( L slt li()r)\ on tornr losol.rltdr.
. LlL alasiified under (.l.rs! A. t]. or ( rorn ( o\'({inits
ACFoam Supreme features the Atlas closed-cell
polyiso core with trr-laminate foil facers.
Supreme provides the highest R-Value per inch
of any of the ACFoanr products, and is specifi-
cally designed for use with mechanically
attached and loose-laid ballasted single-ply
membrarre systems (see pages 7 and 10). This
product, \,ith its low vapor permeability foil
facers, is particularly suited for cold storage
applications. ACFoam Supreme cannot be
used directly with hot asphalt, torch applied or
any fully adhered system'
Compliinces:. t((l{,ral Spr'( rii.alion Hfl-l-l972i,CEN.rnd HH l- 1972ll , Class l
iwitlr lri lrrrrrnale ioll facers)
. Mornr l).r(h (ounty, Florida Producl Contro No.9l{)()}0.7.
. (,rlrlrrfi.r Slate InsLrlation Qualily Slandards.nd Trll('25 Foanr
Fl;nrrnabrlrlr CritL'ria lLi(('nsc fTC I 2l I ).
. B()t A, ICBO rnd SBCCI Seclions on Foam lnsulati.,n
. (-Ci\'l(. \o I1122 R. l{eets CAN/CCSB Slandards
tM Standard {45ol4470 APProval:
ACFo.rrrr S!prenre rs appr<rved ior Class I insulated sktl ()oi deck
( on\lrur tron. Rcler k) FM Approval Cuide for cletails
t
ACFoam Nail Base tnsulation leatures the Atlas
closed-cell polyiso core, bonded between 7rc"
APA rated OSB on the top side and a fiber rein-
forced felt facer on the bottonr. This product pro-
vides an excellerrt base for shingles, tile, or
nrelal roof systems.rncl nray be applied over
rvoori or steel decking. lt is particularly suited
for catheclral ceiling, and lopi home applica-
tions. For application irrformation, contact your
Ioc;r I Atlas represent.-ttive.
Compliancesl. f,ti,.r,r Srx-< iiication HH-l-1972/CEN
&v
. li,t(, D.r([ Counl\, tl(]rr{lJ I'rocllr(l tlonlro \o 9 I of, r(J 7.
. ( .rlrkxnrJ Slr(, Insuletrcnr ()uilrl! Slanddrds r')(l Trtlt ?5 Foanr
tlanrrrr.rbrl tr Cril('ria lti(( n5r { tC l l l l i
. 8()(:A. l( tio. and SBC( l Sri lrons on Fornt llrltrlalrr)rr
. U[ Classiired under Class A, 8, or C roof cove.inSt.t
fM Slandard 4450/4470 APProval:
It I,r Ir \,rrl Br- lr'\urJlt''rs.'11,r,,r''itor' .r\\ lir.trl rl''l ronl
(li( | (r)nrlrLrLlion. Rti(r lo fM ApprovalCur(l{r l(n (1('lnrls-
tso"':?":|-K-nu *ro,
iTi"e^t 4ttoecd x7O5
i
Frr.ii|-
I
i
I
i
.n
,.$
ALI-STATE FIRE PROTECTION, INC
6//5 E 76IU AVE #12
00MMBRCE CITY, COLOMDO 80022
14 WILLOWPIACE
vAn4 coLoMDo
PRODACTSABTVITTAL
SPRINKLEREEADS
C€ntral Optima Rcsid€otial Concealed Pendent 7116' 165o
Central GB Pendent
PIPE TMTINGS, EANGING MATERIAL
TypeM CopperPipe
SoldcrFitings
Ring llangers
VALVES
Balllhip Valve
Pressr€ Relief Valve
Double Chcck Baclflow Prwentor
T€st AndDrain Val\/c
}IISCELII\NEOUS
All thread Rod
AlannBell
FlowSwitch
1.
gDlqenflal l
tima Goncealed
Adj ustable Autornatic Spri n kler
Manufactu red by: Centnl
451 Nonh Csnnbn Avenur
Ooirpmy
PHOTOA
207o DENSFY
110 LINE SCREEN
Standad Ftnbhse:
Spdnklen bra3s
Cover Plate: bras. chrome plated
andwlrlta palnted
wfth dJsiom palnted
flnslher rvalablc.
Leqith: !lo2tA"
(6.1
',rr//oAS
dn)
CowrPfete 3Vt p-a6161a1916,
GelllrE OpenkEz 2W p.c6ent
We[ht: 7.9 oz. (at.sr',nttsnplote
assembly wlth @ver plate
Patented yvlth addtrional pgients
pending.
Product
Descrlption
: The optlma Rosldsnilal oonoealed ls
the worlde flnst 20.x 20, conasaled
rssk enilst spririltter. lt le uL Lbtod
for resldenfial OCcuparcles as. outlinod in NFPA lO, NFPA lgD ald
NFPA 13R u,lth very towflorve md
preszures whlls pmvldlng tho
_aestheilc appsalot e ftafi oon€aled( {iru ptEte.
I
It b desbnod to compofrsat€ for
v€ryho ceiting heBhts by utlilzlq e
drop (hwn delloctor and an
adJusEble throed on esartch€on.
Thb toature is slgnfroant beca|Eo il
. alloun the celung to fluctuato overlt'
h t ehttt. The thln cowr ptete
projectaonly %r' below th-e oelllng fior'rlte rnaxlmum In unobstructed alfr
eesthoilc appearance.
To prevent damage toths sprhkler
alu to euow the sprinklerto be
locatod In th€ cellirE, a spedEt
?notgdtve cap h povided. Thbpledto
cap nas a cono shaped polnt thd oan
- b,e prsssed against the wafi boad to' tocde lhe posltion ot ths Gprinkler andellolt, th€ hole !o tre ari coirecily,
The Residential Optma Corrceabd. Sprird<ler emphys Cenaral,s exduslve
[nk adhmting medranism. The
. f '-dd{et F brass and the cover pfatc
1 . uallable in brass, chrome daicO or
whlto painted.
Opalallon: The Oentral ResHenilal
Optlna Concealed Sprlnkl€r absorbs
heet hrough the ceulng oover plale
whldr ls soldored to the adjudads
rstelner ring udth a fusrue alloy. At
thg ral€d tetrpenturc, tfie alloy
fuses,-resultirg ln the plete drcpdng
aryay ftom the sglntder. At thh point,
the deileclordrope dorvn bebwitre
col||r€ sudaoe, bdrglng aboutthe
lrlds $eoarlp b the f]reb heat. The
heat fuses the lrrl(s thermal demeil
resultlng h a rapld @ulston of both
ttE edh|aung mecfientsm, as wel aE
lhe seellng oap. Water can now lb,rv
h a pattem erElns€red lo meet the
cweragg tsquilemonts.
n Techntcal
Model: D
Style: Conoeajfd (dlrdewe)
Wi'enclr: Opilrna Concealed (pan ff 074)
Offioe Stse: tAr, (tt.t nn) IELOI
K Fgdon 4.2 Go.$t
Threed Size: }{' (tz7nm)N.p.T,
Approvals: U.L.
Tempe?atu'e Bding:
l65eF/74"C Sprlnkler with
135oF/57eC Correr ptate
MarlnumWoftlng pressute: 17S psl
Fadoly Hydro Test iOO% stSO0 psl
OriflGe
Adiustable
GonGealed
Residentia
Sprinkler
ilo.47.6
r'I'. .\\ '' --gptima ntnuar corflSrf,Jpenoc * *oo-Q,^*,
t
I
Flgurc 2
Resldgfilal Conceated pendent
2
sass z9g s r z u3-1xN r dds '1uulH33 99: z r c3t4 96-e6-336
Design
gn B.qut?emams-Rgqlgentht Opilmr Conocaled
Goveaage Arca
(tt. xttl
9ln9!qHeftl ituttlple H€ldMnlmum
Flw
19etn)
Mtntmum
Pr€s$rle
wrl
Mtntmum
Flow
bpn)
Mm|mum
Pnrsalrc
@i)
20 x 20 troo rq. tut 24 92.7 17 16.4
18 x 18 Faf sq. r0 24 32-7 17 16.4
lE x 16psorq.rrJ 18 18.4 13 9.6
l4 x l41rsrq.tty 18 18.4 19 9.6
12 x 121rrlrq. n.p 18 'r8.4 13 9.6
Oata
crutbar n*aum,tp@rf4
(as wfrfi ail festclentiat qrtnkters)'
celllrg oover ptates are avallaue In a varlety of metailic or pahtod flnishes. Fo,qrgtom patnted flnlsheg &e arstomer musriuml*r iqur*tryfnS piir*;'pr.f.r:aUylacqertased, ro ensure pmper olor tlrdlcdto,l. Odd;ft Ailfr il-'|lqdnd tor eadi A00 plat6s.
' Qtn completion of the instaltatbn.
lhe syslem must be te$ed p€r
bo lxtalted In confoflnsd?e rvlth
Installation reoognlzedstandards. In thg ewnt ot
aftread ledq r€nEve the unn apply
ngr pbe Fn corpound or tape,
'and
reln6ftan.
Instaltrilon Sequelrce
$ep f , The unlt m$t bs Instaled ln
the penden[ posnhn.
$op a Thefeos of the cprirtd€r
fittlng stould be Instalted a rcminal
?v.: (ty.) behtnd the tinhhed cenlng
llns. Adircfrnen8, to oompenseto for
varhllone h littlng taoe to cel[ng
height maybe rude bynreaotrgthe
oovgrphle Ftainer In ard out of the
unft'6 srDportc|Jp.
Stsp.3. Use orry a no*hadedrg
gFe Jolnt oorrpound. or Teflon tape.
Apply ordy b the rmle thrcads
8tq,l. Handtlghten the sprinkter
hto lhe lltting. Avold maklrq oontad
u,[h the (btlsclor trrh€n using lhe
Centnt Spdrld€r Optima Concealeo
Wlondr to lhhtgn the unlt Into theflfile. The wremfi h deslgned to
mate w|h tho bodfs wrcndr boss€s,
'Tr0on lr r *dqnrrk ol th. DuFc|rf co.r.
g
lneHe lho thr€aded a4port qrp. A
l€ak tbht folnt requlme a only Z to 14
ft. hs. of lorque. foque lerab
gr€aterlhanat fl. b8. mryd8toilthe
orilico -ceal, resulung ln bafrye.
$lop 5. Alter lnt0al hstdafon and
belorc ttre oorcr phte b tnstalted.
cov€rthe sprl*lerwlth tho cpeohl
phsilc protecilvg cap. Thecap b
speolally dssbned to not only potect
the epdr*ler, hn albwthe ocillng
installere to looate the eprir*ler by
presslng the cellirrg boad up agelnsr
crrfi'gnt NFPA.lg, NFPA 1gO etd
NFPA 13R Standads. Dwhtbnc
l|om thee€ lgquiremanls and stan-
dards, orany alterdlon to lhe sprin-
ldcr as$mbly ltself wil rolC any
wanariy made by Cential Sprinkter
Company. In adCitton. Insteilallon
rrf,tst slso meet local govemment
provblofts, codes and dandards, qs
applbabl€.
The. ry.stgr pFirE must be prop,,
eO shed to gnsuro urg mlnlnilm'
rgqulsort fhw rdg at tho sDrlnlder.
chedc forthe proper modbl, etyle,
orfns gize and terpordure raitrq
pr',or to lns..aildlon. Insrafl spdnkiiro
aner the pF!19 is in ptace to avo6
meofianlcal dam€e: repta€ any
dams06duntt6. Wet ppe systerirsqsf be proteoted fromfneilng.
Optlmr Oonccltgd Wronoh
so 'd segs z9g sTz u3'1XN r irdg '1VdlN33 92: Z T g3l'l E6-46-33q
'il;.;lH,:[trli,ffi lHl,ffi ,"*ffi -T"rur,-"*,,,,*^,w
tne cQllfrE qpard lor the locetion of Ptstfri}a sys1r.ms'oontrine guueltnls
tho €Prinklor. Caro should b€ laken and.mlnlmum malntenanor leiukcmente.
f gnfy ptess the c€ilng lhhtfy agnlnst runhonon, the M mdwny Uavtutg
.Iretap ae ox@sslve pessule wtfl _llry/r{?n'n,8! havc.ddftbnsl tegula-
*ffiJ:: trj1l[:'*ll|:.,ff 'uo t"'1,-#ffi1#',i*'Tf'HTut:anoo'
fufrc:ilgn conectly. ftis .dvisaUte O have spinkler eysrcrns
srep6. rornsrailrheceilrnsoover flTffiil:il*ili,*:ffii*p;
plate' manually thcad the oorrer cuch inepcctiom E" ory i* i" lLesr-telaln€r lnto-lhe support anp. Corr bllity, emUcnr etmospheie, warcr suppiy,
tlril'le threadlng unill the cover rnd Enc.otivlty-
lelSlne/E flenge rssts aoeinst tho .uo rct dempt lo feaslrnue o?
surtace or rho celins. ;l"ffi:8ili#ffililL",lfil,"r'
casrbn: Speciar ** Tjt* F_ll!9n Fr;iffitrf:iily"";r'm,l:lewhen-instaling wlth a CPVC q.yste-m. rjrp"r"tur" raung !s,eptacamentB.Spdntclersmustbelnstanedetierthe diaaurctreoricud;;i;;'
maMaclure/s recommended Benrng orni€rb p'ot"cilon t i6-",d-;""rtr.
time for the primer and cement to - nothing chould be trurn or atalit ro'dnc
ensure that neither acqJmulate urlthln cpdnkler unlt tha r,loulil duru6the
lhg sptlrd{er. pancm. Such ohstruabns must bc
Specfalcaremustbelr''^------ remq'ad' Inlhcevctltthatensttuclbnpgrpp,at,c;;il;#ffi': Sfi$f;#,ffi1X"tr9,i*9il"sprld<rers ru,,Et be i*tailod onty dter iiilili*,. prcrecdoo hvd.the In'rde or rhg spdrrder orop ino '
D" dhd;flio diiiiJlp,inr.r"r"
3ssTieled [tUngs hew beenwlre wlthornlint r.riovrm ifre nrc-omeJro"tafnCto rernove arryflux. Realdlal ayrremtomrcrukf B;;ni;;;,Itl .!n cause cOroslon And h pennlrsbn frcrn eX aurtrodtiea havino
exltJno casss can fnpalr proper lurn{hlol, end notily an pcreonnei'irtrosptrneroperaflon. ffi"Tfftii,*:"ffim:n
l|nfgare & .i;ffi.fifi,ffi;1ff;*
tl tr'6hbna n Ge ffi;Htri:m*ltSf*r*
Remove thc oridlng unlt ariO' tn"latt ttrc
_Sprlnklers must be hardled carefully. nplacrment urhg onlythe reom.
leV muA not bo treosporteA or cor&- mcndcd sprir*|fi wrcnth. Bc 6ndn to
Yt-eg:1$.4!tempcr.tur6 mry oxc.ed mdch model, stylc, orflico, and tempcra.l'OFBg.C. Forbonresults,itorethcln turcrding.q: d!y, ooot tocqtion h the oitglnal
ehhphO Xdcagc.
. Do nor Inchl sprft{dcn thqt hav. bccnooppcd or vbbly dameged. Srhhdcrcqya 1n* bc na.lnted, coct€d. pkrted ordsed ln rny oth.r wry trom minufao
__-._ -.----:-.. -. _,-r, rr.q, r,.r:;ei!;{E' ^.Jptopctfy. Anysprinklcn*ercdlnsuch
-=l=
rnennermustbereplaced. _:
Tne qy;nel s respcnglue tor lh€ onDef -::ffi"?*gt,1H,!fi[fl* trENTRAL
:' { eentral Sprtnkter Company
"H#HtL:flr-ercompanv
ttt"'THli.Lr:.,99**X"'PArs446
F$( (215) 362.538s
aVtire protcct'ton rystem rhd has becn
chu off attcr an acdvdion slDuu bcFprlrod and returhed to .c'.loe immedl.alcy. Inspeot thc entire cyrtem br
dam6g9 and rcdroe or repak ac necc+
rary. Sprlnlden rhd dH not operlb brrt
w6ra eubiected to oonorh€ clenrents ofombuction ot crcer3iy6 teflrpetatures
should bc inspecied, end replaoed ff needbt. The Autlnr$ Haviag,tu rWion wnl
dorall minimum replacement requhomenb
and rcgulatbns.
Guerantoc: Central SprinHer Com-
peny wlll rcpak and/or replroo any
prDdrrcb found to bc dclooiivc h matcrial
or rvort<manshlp rlithln a perbrl ol oneycar|fom thc dat6 of shbm.rt pbr$
rpf .r lo the currcnt Prlco List tor fuithor
detais of the wansnty.
HII#illlr,,,
Ord.rltq lntorrndbn: Whro pledng
m odor, hdild. the fu[ predua hemc]
Plc-see epcdly thc qrnntlty, tfiod.l. Gtyle.
omqr rEo, tempattluro rdtu. lpdnklcf
finBtlcovorplde flnhh, and rprhHer
wrenoll.
. For epedarl palntcd cq,tr plde thbhc*$c c{rrtomcr must a4ply a quHrdryl1g
paml prcfenbty In a lecquer-bcrc finbhb hsur. propcl color dgllcdon. Wlhour
Erldt LguEe, Cfirrrl Sprinklu Oonprny
caatot be rrcponsbtc loraecprb6olor maohlng. Al oJtbm pinttrg of rhcqou.r drte mud bo omdcftd rilh.
lrctory.
Avrlhblllly and Scrvtcr: Contal
epdnkltc, valvcr, acoersorlcr and olherpoduotr arc avalhblc thouOhout thc
U.S. rnd Canrda. ald infiemetlonafb.
throuBh a n.tvuort ol contral sprtrkhr
dislribdion o.rtter& Yor may wr,lte
dir€aif_to Conret Sprintrbi Oompmy. or
cql 215-A6Q{7!0 br the dbtdhior -
ncffest yit0.
convrrlbn Tebb:
1 Incfi : tg.496 661
I loot - 0.€O48 M
1 pound - 0.r.539l€
I loot pound r 1.36 Nml pcl-6.895kpe
- 0,689 ber
- 0.0703 b/anrr
1 U.S. gallon r 3.285 dm!
-S.7BS lilcrc
@nvcrsbns an qnximatc.
(l
(
t
inkler Gg.-$pri
Upright or Pendent
Glass Bulb Automatic Sprinkler
Manufactured by: Central Sprinkler Company
451 North Cannon Avenue, Lansdale, Pennsylvania 19i+46
R [l3ll,'ol,r,, n Technica I
C
The Central Model GB Upright and
Pendent Automatic Sprinklers
embrace the ultimate in advanced
design fealures. They incorporate the
latest in heat-responsive, glass bulb
technology, which results in a much
smaller more aitractive sprinkler than
'those manufaciured with a more
traditional design approach. The
operating mectanisrn consists of a
liqui&ftlled 5 mm diameter frangible
capsule that is only 1.5 cm in length.
The Model GB Automatic SprinHers
are intended for installation in
accotdanc€ with current NFPA 13
Standards. They are available in 112'
orlftce size ar}d a variety of
t€mperature ralings. finishes and
dmrative coatings.
Operadon: The glass bulb capsule
operating mechanism contains a heat-
sonsitive liquid that expands upon
application of heat. At the rated
temperatu re, the frangible capsute
ruptures thereby releasing the orifice
seal. The sprinkler then discharges
water in a predesigned spray pattem
to contril or extinguish the fire.
For sp€cilic listing .Gqui.e.ne,{s. s€€ lrre EporaG,riate
l*o(mttirn oontained in ftis brocrsre.
Model: GB
Style: Upright or Pendent
Orifice Size: 112'
K Facton 5.6
Thread Size: 1/2' N.P.T.
Tenperatrte Ratiq & Glass B.rlb Coloc
l35eFl57"C Orange
155oFr68oC Red
175"FlVgT Yellow .
2o(FF/S|"C Green
?86eF/141f Blue
360PF/182'C Pwple (6C not
EM.Appaved)
Approvals: lJL, U.LC, F.M.
Meets: MIL€TD€1oC, ML€TDl 67-1,
and MIL€TD€lOC shock,
vibratkrn, and salt.f,og tests for
rnadtime applietions.
Maximum Working Pressure: 175 p.s.i.
Factory Hydro Test 100% at 500 p.s.i.
Standard Finishes: brass or chrome
plated
Standard Coatings (Not F.M. Aryroved)'.
white painted and black painted
Lengnh: 1 114' (D!w thiead)
Wrdth: 1" (ttame anns)
Weight 1.95 oz.
C
Quarter Section
Model GB Pendent Sprinkler
Modef cB 1t2' Uptlq/trt (Clamle Platd)
. ModelGElt2'Pendrrf.(WttuM)
,:NB:il"t-
The Model GB Upright and Pendent Automatic Sprinklers are intended for area
coverages and flow and pressure requirements as s@ified h qrent NFPA 13
Standards.
flnstallation
All Central Model GB Upright and
Pendent Aulomatic Sprinklers must
be instafied according to curent
NFPA 13 Standards. Deviatirns fom
these requirements and standards or
arry alteration to the sprinkler itseff
will voitl any wananty made by
Central Sprinkler Company. In
addition, installation must also meet
local govemment provisions, codes,
and standards as applicable.
The system piping must be propedy
'sized to insure the minimum rcquited ..
fiow rate at the sprinlder. Check for
the proper model, sfy'le, orifice size,
and temperatufe rating prior to
installation. Install sprinklers after the
plping is in phce to avoid rnechanical
darnage: redace any dalmaged unhts.
Wet pipe rystems must be protected
ftorn freezing.
Upon compleiion of the insallation,
the system must be tested per
reorgnized standa.ds.
In the event of a thread leak
remove the unit appfy new dpe ioint
compouttd or tape, and rein$all.
Installation Sequence
Step 1. The unit must be installed in
the up.ight posilion for updght style
sprinklea, and in the pendent
position tcr F€nCent sivle spdnxlars.
Step 2. Use only a rontardening
plpe joint oompound or Teflon' tape.
Afply to the male threads only.
C
Step 3. Hand tighten the sprinkler
into the litting. For updght sprinklers,
use a Central Spdnkler Combination
Wrench, and lor pendent sprinklers
use a Central Spdnlder Universal
Wrench, to tighten the unit into the
fitting. A leak-tight joint requires only
7 to 14 ft.-lbs. of torque; a tangential
force of 14 to 28 lbs. delivered
trrough a 6'hendb will deliver
adequate toque. Toque levels over
21 ft-lbs. may distort the odfice seal,
resufting in leakage.
l*on, Special carc mirst be taken
when installing pendent sprinldee
with a CPVC qrstem- SPdnlders
must be install€d after the CPVC
manufacturer's recommended setting
time for the primer and cemer to
ensure thal neither accumulate within
the sprinkler.
Special care must be taken when
installing with a copper system.
Sprinklers musi be installed only after
the inside ol the sprinlder nipple and
associated fittings have been wire
brushed to remove any flux. Residual
flux can cause oonosion and in
exlreme cases can impair proPer
sprinkler operation.
[11fi,?fifn,no
Sprinklers must be handled
carefully. They must nol be
transported or stored wtrere ambient
temperature may exceed 1O@FESC.
For best resutts, store thern in a dry,
cool location in the original shipping
package.
Do not install sprinldets that have
been dropped or visittly damaged.' Sprinklers must ne\rer b€ painted,
coated, ptated, or altered in any other
way from manufac,tured condition or
they may not funclion propedy. Any
spdnklers altercd in strch manner
musl be replaoed.
The owner is responsible for the
proper operating condition ol all fire
protection devies and accessories.
The NFPA Standard25 endded,
'lnspediott, Tating aN Maintenane
ot Water&xd Fire Protedion
Systems", contains guidelines and
minimum rnaintenance requirembnts.
Fu rhermore, th e loral Auf p tW
Having Jurisdiclion may have
additional regulations and
requliernerrts for mainle,rance,
tesling. and inspection thal must be
obeye<t.
It is re@mrnended that sprinlder
systems be inspecied regularly by a
qualified inspection service. Length
ol time between such inspections can
vary due to accessibility, ambienl
atmosphere, water supply, and site
activity-'Tefroo b a la&.rraft ol |trr &rPoct Corp.
3
Combinatlon Wrench
Unlversal Wrcncfr
,{\
tlo ndafrmPttoieassernble or'
o0tBtq$e re.r3e a sprinklerlhat has
op€rqt€{. RePlace anY sPrinkler
edriblting conosion or damage;
ah*ays use new sPrinklea of the
same type and temperature rating as
rsplaoements.
Because the discharge Pattem is
critbal to protection of lile and
p.operty, nothing should be hung ot
attacfied to the sprinkler unit that
woukt disrupt the pattern. Such
obstnrctions must be removed. ln the
went that construction has altered
the original conftguration, additional
spdnldets must be installed to
maintain the Proteclion level.
Do not anempl to replace sprinklers
wltfput first removing the fire
protec{ion system from service. Be
oertain to secure pemission from all
^Mfes
ruving Jurisdkl*n, aN
notify a[ personnel who may be
affected dudrg system shutdown. A
ffrc uadr during maintenance
pedods is a recommended
pr€carrllon.
To remove the system from se'.ice
rnod€, ft(st refer to the syslem
operafip gukte-and valve instruction.
Drain rvater and relieve pressure in
tts Cp€s. Remove lhe existing unit
and lnstall he replacement. tsing
only the spdnlder wrencf. Be certain
to maHr model, style, odfice. and
Hryerat re ratftE.
Afi|€ prctec'tion system that has
been shut off after an aclivation
Olggt C€nlrd Sp|huer Cocpany
P.hed h U.S.A"
lt ld b€ r€tumed toservice
immediately. lt6pect the enilire
sptern lordamage and rePlace or
repair as nece$sary. Sprinklers that
did not operate but were subiected to
conosive elements of oombustion or
excessive temperatures should be
inspected, and replaced if need be.
The Authotity Having JurEdiction wrll
delail minimum replacement
requirements and regulalions.
Guarantee: Central Sprinkler
Company will repair andor replace
any poducts found to be defective in
material or workmanship within a
period of one year from the date ol
shipment. Please refer to the currenl
Price Ust for further details of the
wananty.
IENTRAL
Central Sprinkler CompanY
451 N. Cannon Averure, tansdale, PA 19446
Phone (215) 362{700
FAX (2rs)362-s88s
tdering''' -
lnfotmation
Ordering Information: When
placing an order, indicate the full
product name. Please sPecifY the
quantity, model, style, orifice size,
lemperature rating, type of finish or
coating, and sprinkler wrench.
Availability and Service: Central
sprinklers, valves, a@essodes, and
other products are available
throughout the U.S. and Canada' and
intemationally, through a network of
Central Sprinkler disttibution centers.
You may write directly to Central
Sprinkler Company, or call (215) 352-
o70o lor the distributor nearest you.
Patents: Patents are Pending.
Convercion Table:
1 inch = 25.400 mm
1 foot= 0.3048 M
1 pound = 0.21536 kg
'l foot pound = 1.36 Nm
1 psi = 6.895 kpa
= 0.0689 b.t(
= O.o7oil kdcnr'
1 U.S. gallon = 3.785 dmt
= 3.785 liters
Corveoions are approxamate.
FIRE
SPRI L
editgrnihhce
Th'b assured performance
offered by copper fire sPrinlder
systems as important to every-
one involved - the architect,
engineer, building owner, con-
tractor, insurer, and fire service
personnel.
Copper tubing exhibits excel-
lent resistance to damage from
intemal and extemal corrosion.
ft does not develop intemal
sudace roughness or exped-
ence a gradual nanowing of
the passage caused by intemal
conosion. The potential for
plugging of sprinlder head od-
fices and small diameter
branctr lines is significantly
reduced with copper tube since
the normal thin, protective cor-
rosion film in the tube bore
does not flake off. This also
rcduces the ne€d for pedodic
maintenane fl ushing opera-
tions. Copper is also hlghly
resistant to extemal sources of
corosion, including exposure
to moisture, most chemical
fumes, process vapors and
similar atmospheres.
The superior flow capacity of
copper permits reduced cross-
and feed main-sizing in many
hydraulically calculated sys-
tems. In pipe schedule sylstems
this advantage is reflected in
the increased number of sprin-
klers permitted by applicable
standarG lor copper lines of
twoincfi and larger. Fur$ter-
more, NFPA recognizes the
use of 3/r incfi copper tube in
spdnkler applbations while the
minium size requirement for
steel pipe is one inch.
Plpe llaterlal Flow Capa<fty
Normal Pipe Size - CTS
Copper is an inherentlYsafe
matedal. lt $rill not bum or sup
port combustion, nor does it
decompose to toxic gases..
Also, it will not carry fire
through floors, walls and ceil-
ings. A oopper systern main-
tains its integrity.and ability to
cany.water where Ptanned
wtren o<posed in a fire situa-
tion. Copper tube will not dete-
rioratewith age or become
embrittled and fail, but remains
effeclive for the life of the in-
stallation. Should anY Part of
the system be damaged, it can
be repaired quicklY and easilY,
often by soldering or brazing in
a new piece. Tees for new
sprinkler drops can. also be
..mechanically formed in Place
using hand tools.
-rrtr,o.o
50 '8. -'ro
tn7
tr
OU (L
(5
a)
70
60
;
oo.
o
CL
to
3o
IL
=-o.a
-Copper QPolybtrtylene -Scfi.4o Steel
Figure 9- Cornpari:son of Flow Capacities in 3 common types of !ipe.
6
;Technical Data
Contents
1. Physical Characleristics of
CopperTube
2.' Friction Loss Tabies
3. Friction Losses: Flttings
and Valves
4. Tube Bending Guide
5. Hanger Spacing
6. Hanger Sizing
7- Soldedng and Brazing
8. Material Spednca$ons
1. Physical Characteristics
ofCopperTube
For use in fire protec{ion
systems, three types of seam-
less drawn coppertube Oype
K, L andM) are olrendy ac-
cepted by NFPA 13, 13D and
13R (Section 3-1.1.4, &3 ard
1-5, respectively). For all hree '
types, the outside drameter as
equalto he nomlnal diameter
plus % inch. However, wall
thicknesses (and thus irside
diameterc) vary. Type M coe
per tubing has he thinnest wall
and is also the leas{ osfly.
Type-L b the seoond thinnest
TypeK tube has thethickest
rvall, he smallest insftl,e darn-'
eter, the greatest ct, ard b
not widely used. Types L and K
are used where bending is r+'
quired. Allcopper tube is avail-
able in drawn (hard) temper in
straight lengths (ordinarily 20
leet long). Types K and L are
also available in anneaied
(soft) temper, supplied in either
2sfoot straight lengths or in
1@''foot ccrils forsizes up to 1
inch and {tfootcoils forsizes
up to 2 incfies.
Wrought attd cast copper
and copper alloy solder ioint
pressure fittiqs are aocepted
by NFPA 13, 13D and 13R.
These are available in a wide
ctroice of configurations for use
with each type d copper tube.
Table 1. Physlcal characledsilcs of tube, types L and ll
t
t
Table 2 Frlctlon toss (psl per linar footf for types L and ll copper tube t'ith 'C factof.= 15(F
Velocity:I o-r o feet per second Itt-ntapr*@,f,
l.
.8.@
&G
.6tB
,0a ,6
.oa .&a
.oa .61
.04 .ma
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MN
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NN
an
tul'[
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an
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aa. t12.
,rt 'r2,€ff
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g,1a tra
t!5 ,ta
.ors .ori
DT
nn
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,||.tto
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to
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,r3 ,t5
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nnr
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n&.
.&,,&,
ga&,
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n&
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'' 7.' "
n.a N
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.*24
.9r.81
t6.2t
.&.4
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.g-*
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217 JA
.g.n
&.9,t
.tr'.4u
&a
.Q./ta.sb
.g.a
.g..'t.
t,6.il
.6.4
.rn.no
.G' 'Efi, t?l
.8,a..9
.@t.6
.tG6
.tc g
-tr!.t6
.t|t -t€
.t2t.trt
.ttt -!ra
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.lial -r2t
.6 At
.Gtt &
.8 .6
,./to.Gn
.&, at
,* t1,7
.oaa .oat
,ae lag
.Gr ,al
.8.8t
.G'. .o5a
.G'l.G
,cr..@
&&
E1G
o2a
,nt no
ta.n
ra nt
*ta
8f tlan
ci.&
.gs
.ro.G
.o.0
.d.&
,r0&
.0{o ,|o
,tt tro
m2 tll
,€ ,re
ttt .ota
,'lt in1
t6 tu
,ta rta
$l,tr
Bt t'!2
.63&
!t &r
.ot ot
tt tt
!r.&l
.Or,Or
.0r tl
n.0l
.ttt .g
.t,l.tc
.lt tn
-fi -rf7
-s .tJl
zto J9
t1t -ra
........ 4
.&.an
.*.n
.{a
.g&
.aa,g
92.g
'a.a
.rA J.r
-iat -r5l
I2,t
:fi .2rr'
3rS.E
.3a rtt
trt.G
.*sro
ttt trt
-'6tt.9f
-ta -lt'
.9.*a
-tt -t5t
-!l9-$t
.ttt .t0
.tt -g
.ta -le
.ta .tta
-tt, .424.
-f*t -r4
-*19 -(,
-t3 -ttt
JA:9
-'l'' -t-
-a35 -t4
-r9 -t.t
.tdt -tt?
-ta -14$
.r7t 1a
-'c.-
B
Tabl€ S. Allowances forfiiction loss in fittingsandvalves eteressed as equivalentleqrthof tnbe(tee$
4. Tube Bending Guide 5. Hanger Spacing
Table 4. Bendlng guide for coppertube.Table 5. Hanger Spaclng
'h:FPA 13. Sec. $,t.1.7 attaua bending K ard t oppertubo.
^^
NFPA t3D ard tgR have no ,€stidi&rs m tendng ccipertrbe.- Bendrng done wifi mec$anir=l tools
6. Hanger Sizing
Table 6. Hanger slzing
' Above 2-inch, Use the same SpS t ange. sAe as tt e t rOe size.
$;rit-i;'q
;. 1
I
J
NFP4 13. (Secfon &t.t.t).
and N|PA l3D (Secfon 9-&6)
and NFPA l3R (Sedion t-5.6)
recognize the use of 99S tin-
antimony soHer for fire jofinlng
of wetjipe copperfire sprinkler
systerns.
For all copper systems,
NFPA 13 (Section $124) rec-
ognizes the use of fillermetals
for brazing wtrictr udtrstand
hi,gher temperatuies. NFPA tg'
(Section 3-1.1.1, a[ows thd
useof BCUP€andBAJP4
braziqg filler metals. For more
informatiorl, refer to AUIS. A5.9, .
('Specifcation for Erazing Fifier
Metal)-'
Excellent resutts are dained
in using a non-aggrcssive sol-
derirq or brazfuB flux ryftidl
sh9lrld be appliedqaftgty In
a lhin, even coating to both
tube and ftfling. The flues
used in bradng ar€dfterentln
conposition to soldatrgifirnes
and cannot be used her-
cfianseably.
The Anierban SocJety for
Testing ard llaterhb 6on-
sidedng a stardad braplder
fltxpedornane. hblmpor-
tant that solder fluies miet fte
requirements of this dandard,
so failures due to conosion
fnom aggressive fluxwifi not
ocqrr.
ANSTL Arae*:n l€fondwrds .
lcs6rle. hc. t4ogdrny. ttY_,wt6fa
nSue fhe ejtrlricet &d.Ulo.
ueAradca e!h...r. SaS e {,
sr-r(Y-try19617.
esn/L emaizt Sodr{h.Tt ftg.ndllaabk t9t6 Ra$-
PtibdebHa. pA t9tG.'Atirs: Alfqi=n W€t4tf Sod.ry.5SO
a(w. tc.ranc Rc4ff,ard F_glt26-
& llatedal Specifications
'Table&
$pecmcdons fortrbg, fiUhgs, solderand hdqg dloys and fltr
FI
b
i
i
..F. -.',,q, .
...
tfTT
crinneu
o
Wrot Copper/Cast Brass
Sofder Joint Fittings
Catalog WCCB-82
::
'wrot copper/cast brass o PRESSURE
1|€""qlhs"
coupling with stop
coppe( to @pper
fig.910O/970O
couptings
coupling wilh stop
copper to coppelr
fig. 9l{Xt/9700 (con't)
nomin l
sazc
.PP(O&
nct r^l|l.
unil
Prck
dim.
N
crflon
qu.ntaty
coupling withoid stop
@pperto @ppe(
fig.9l0l
N-1r-iT
nornlnel lwrot I can I dl(||.
sazc N
erloo I unilqurntty I p|ct appror.
nct !,tt."
*r- o.d.
ur'
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wrot copper /
couplings
fig. 91Ol (con'r)
drain coupling
@pperto @pper
1i9.9703_r-f
U
fifting reducer
titting to @pper
fig.9ldl-2/9706
eccentric coupling@pprbopwr
ftS.9m5
nomlnel
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wrol I cast dim.
A
carlonqulnliry unil lapp.or-pack I n€t wf.
7
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bushings
female flush bushlng
fiding to temale
fig. 9708
female adapter
copper to lemale
fig- 9103/9713
flush bushing
fitting to @pper
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.
adapters X
male adapter
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r -.*t*c
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etbows V.
90" fitting ell
litting to littinglig.9l05-C .. A
union elbows
9()F union ell
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fig. 9736
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@pper to lemale
tig.9738
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fig.9nX)I
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elbows J
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f49.9106/9740
45 fitting etl
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fig.9744
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12
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?| r lr."'
?r l!.-
2h'
xi:t.. :I
2:.,u l2r' r:?t'r l2.' ,-2'r 12t r.
3'r .. l3':.r
5 L?2,
.?6
.59
eoo
3'
3lt-
I
x
l't p
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.'fr | -5rr ' | -
3iiz
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f x 5,.4'p 5!r: | -7-ro
r3
I
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l; ',
wrot copper/ cast brass o PRESSURE
90" fifting ell
tifting to @pper
ti1. 9to7-C2197s2
elbows
fig. 9107-2LT (con't,
female 90' ell
copper to fanale
fig.9108/9753
f,. 'LEf4- -l-v-R,
I
^JI
Ic
i:I
t:
I
d
l_
nomlnaltl!r dLrr
A
dtrl
B
rt-
'f- r t4'
rf
'r' : \-
!t-
rr' r t4'
*i'
li_
50
50
50rTg
50
50
5{l5
to
6
to
10
to
5
.or
&,
.(xl
.(x
.(xt
.08
.06
.t I
-17
-r8
.toa
3rz
.a5
l-raf
'r- r li-
'a
t-
lr- x l_
I Y.-
x
x
x
x
x
x
elbows \
tl"l "R\3 .H
9O" fitting ell
titting to @ppe(
fig. 9107-2LT
tlt
r\a
I rr/n
lrt rr
lle
2rln
?tl.
t?rc
4lr
4.
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?EIz
no.ranal
size
wrot cast dim.
A
cralofl
qurnlaly
unil
p.ck aPPror.
nea wt.
lrr- r l%'
trr-
x
x
2t
2,t t:
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5
5
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7
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r.23
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6
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3.39
5.56
4'x 55 r:Srlr I 7.88
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size
wrot caSl dim-
K
dln.
L
cadoar
qurnlaty
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pack
apPnor.
net wl.
t-
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x
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r l:;f l1';l :3 l_ | *
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x
x
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ri
h
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r\a
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i*r
?rt'!
tutt
l5lt
ttrr-t
lulc
lr*e
wrot copper/ cast brass o PRESSURE
tees
copper b coppet :) copper
fig.9llU9Z/0 fig. 9111/9ir'0 (con't)
nominal
sirc
*"1.fl'lol:carton I unit
nel srl.v 't-
':-t%'rh'
:.- x y.'r lt'
r.- r r'.' I t/rr- O.d.
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r.e' r r!' I ?rc' O-d.ti- r lrrc' o.d. I Vr-ri'r s '5'6.d g {ta'9.'.'IVa'tU.'
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l"'.lt''
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tt rl
tt rl
tt t2
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r5:,:2
r5J!l
ht
rttrz
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50
50
50
50
50
50
50
50
50
50
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rr'rtt'rtl-
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t- x r'''c'o.d. r tt-tr'r lt' x lf
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30
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77
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:
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t
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wrot copper/ cast brass e PRESSURE
tees tees
lee
copper to @pper to coppe(
fig. 9l1U9Z/0 (con't)
nominal
sire
fig- 9l t l/9770 (con't)
dam.
U
dam.
T
dim.v Gaalonqs.nlily unat aPpfor.
nel wt.
-67
3.84
t.18
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52
-44
.41
.67
.55
s2
.4
.42
.67
.59
50
.rG
.4t
s7
57
5l
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lth-r1rh'x1Y.
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lh' x 7u.' r 1Y.
l r-i- r lli'x l-
lllr'x'lth'xY.'
l!a-xlth-xl4'
t1frlrt-xY.'
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r l- I 520
18
I
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wrot copper / cast bra
-:'i ". i::i.::{i.: ilil
PRESSURE
tees tees Vt\
copper to fifting to coppe(fig.9ll1-2
fig.9ltt/9770 (con.r)
nominal I wrot Isize I I
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T
dim.
U
dam.
v
carlon I unil
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nel wl.
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@ Grinnell=BRONZE VALVES FOR
ST'PPLYSAI.ES @MPANY FIRE PROTECTION SYSTEMS
U.L LISTEO VALVES
Fig.66
OSTYGA1EVALVE
!t' lhrough 2'
U.L tJSI'd ' FM APPFOVED
BAONZEMTEVALVE
Ul- - FM fisr€d tor 175 Fsi
Gcncral Sarvicc Fsdng
12:t h. s1 rP, .rco |b. woG non shoct
Fig- 39 NSr
Frg. 39 llN'
HOS€ GATEVALVE N.RS.
2h'
U.L Us@d . FM APPROVED
r75 tb. w.w.P.
rl'lS = FSPS THD. To MTL
STD. HOSE THO.
'MN = l'lATl- STO THO. E062
X 7}I NSTIHD X NAT'I-
STD. HOS€ THD.
Fig.936
ANGLE HGE VALVE
2Y2'
U.L UsIEd O FM APPROVEO
zuM-NOTSC
175/3@ tb. w.w.P.
NTL STO. PIP€ THD.
X NTL STD. HOSE THO.
GRINNELLTRIM VALVES'
FIgl 1550 U.L.
BEASS EALL VALVE
U.L Lbt d
Convcntiond Port
X' throogh 2-
TFE S.rt3
no b. w.w.P.
F19.2960
BALL ORIP VALVE
BAAS{;u'a'['
R9.2920
BRONZ€ GLOAE VALVE
u- ftuoogh f
Buna-N Oisc
r75 tb w.wf.
R9 3000 HC
BRONZE GATE VALVE!f' throrrgfi 116'
N.P-T. r NTt tlosc
Th.eed r,y'Cap E Chain
20c rb w.w.P
FlS.2930
ERONZE ANGLE VALVE
14' O|.ough 2.
Sc'rt.'ln Bonnat
Bum-N Disc
r75 lb W.W.P.
U.L Uned r|4' thrcugh f
F19.2940
ARONZE SIDE OUTLET
Globr Vah/€
L' Size
Screw-ln gonnei
Euna-N oisc
/n0 lb w.w.P.
raosT TRII| vaLvEs Atso AvAtLAaLE WtTr{ SO(O€R JOtf{T GONN€CTIO0|S.
F19.2950
BRONZE CH€CK VALVE
Horizoorll Swing
%- through 2-
Euna-N Olsc
200 tb w.w.P.
CocuneeCfty. @ M.
(sr31288-:Xnt
Fa:( 288€!82
NO. 53 Pressure Retief Valve
For presurre relief only. Furnished without a leuer.
Yz' temale drain. Presnre range 75.175 lbs. Stan-
dard settings 75. 125 and 150 fbs.. -::-
Abo specially arnilable:it 50 lbs. setting.
No. 530
)alibrated Pressure Relief Valve
]alibrated adjustment fqatufe for setting rnlra to
elief pressure. Adlusabtd.range 50-175 lbs-
I . fll lft cohstruction and stainiass steetspnng.' tdealty suited as a byaas.ihernal expansion rai.r yalve-
t[o] Size 'Feight ' Wiett $reisht
53
530
V2 o( 314':
tlz ot3lq"
l?la" tlz lV
ls/e" s/e {b.
24e'i
3"
: SPECIFICATION -.1..-
Model 805Y (3/n' through-2")
Double Check Backflow Preventer
For Non-Toxic Service
Features
. tffhead 16
. sofirobadco "r- rypecr€lcKvahtes'
o Dotrtnett€C tlow trrffos cSOn!rc0 ry Univotsly ct
so,rl-ti;t i at't|;n h Foqdanon brooss Oonnedim
Contot alrd tlffrafrc Resanctu
o Satrle sewico plocctrres- /u hE(ml f'ts ate senie
ablcitfne.
o lloas all soecrTcalirns ol AWWA ASSA ard USC
fosnOar,o,i tor qs Conneclbo Codrol and Hyd.grf,c
Rcswctr
d<g .o Brone t|ode$. ?ps. sft|Idl flvos and teslcor
. Operation
^ao- lrairrflovaonalfoortrecrrcdtwlv€shold I Ptil n*lmrn--Elhfu dr€cdonolfror. hellqvconfllnOedrccf vdueor7trt oooc proporllomt !o the 0o,r dsrrard h a baddor
ccrrflbn oati cfreclc *il dce uttil t,te acsrmdittn of
nomld [orv.
Tydcal Spedfications
fho Dqrbb Ched( Vdra assanbty ll' Ut urgh f $ol
oocCsto(abrooze bodyrithb.tiEedd.lhebodysfial
be a Y psl€rn de{ion horporairg hrs sptttg loedod.
c6rilorouited cfiedc assembfres. The acserbry $aI
fr*de-weaOeditetandodd. ulpodbqlvahto€t{rtdf
valv€sa.xllcrtf beltdvet€stcod€.Alhfiamalpe,tsddl
Decf corodott|eddanlfledEfr .. ; :_ '' - l
Aloq[loo|Gd(Vah,Crfief beerrstuded eo'rlnerg,,
pc|scmboserri€d$ilprf rcinovhgUres#yfrmt
ahcfEScddscsCtd beteversblafhcaesectlyCtd
Ocohstrdohslnledh anypoenin DanbCh€d(V€lrra . .
ddborsledb l75P$mlerwulErppr€ssnoandttder
le.rporafilE fiqn 3AF |o tOfF.
Ileasser$lyshaflme€tttre(eqnrem€dsolASSE$adarl
1015. nl'I,VA Stantard C5OS78, ad USC F*mdation br
Cross Oorrecrion Ccdrd ard Hyo'afrc &xeatch. Sx$r
TySrical Applicatbns
--..^.'OqrbbOteclrassen$hareusodbpeirer{boddlowot:' Jpofifads t]nt are ot&airrable hd.toi bdc. t]c||bb
\-/dlod(stmybeinsranedudercornnrgsOressrreselnry
andtnrvbesl&iedorrobackprossure. DoubleCheckscan
;;-dfr h;otiildert igaoon qrs"r*. fireP'o'edlonnfftod
&ediii';iJfttr.", ir&eaio.r-ol anagttatdadghouctttl
in+brt pfumt*rg syd€{r ard otner s)ElflEleqrlrtrtg '
ordeaidn Local cotlos lr|ay Ya'f ogfln I errp|iles I(r
;e€dfc a4prrclud qlpficatins-
lnstallation
iibdel 805'f oouble(treckBacldlorPrq€.ile€sfiotldbe
ilsts[a-withadoqratod€a€trceandeayaccqsb$lyhr'
tediloard,tttt{dtaEandttT.r6tbyFolec&dlKxlllto@' ;
ho:-fi assornbt/storbe'ursblbd tiito@fyglw@fv;fiiii& uo.iiaa iiocat codos hf spediaiqa[don
iinnirtCis.sonerrdesoryprdibl'wttcdlcca&licnl*nrOrdaooan rbo andortrrder hgfiitddqwt sredr
o| ia 6ackitil ircn :rrrcr can catrse €t(#ue P.tcssr(€.
erccrslveprescireclluatinnssha-dd beofiittittdlcdioawitl
poesiuodmage to the q/stern 8nd assql61!/'
Charactedstics
lad nrtqld.!! P(G.g, c
Hld.odileLdP.c.stc
IocpcrautRr4o
fl/ad
and Matedals
, rtsPsl
- 3goPslgZf ro:ef '
Ittlst
. Crdo€f -
. l|*rV$G8odt
€bdq||c.t
Spfno.
Inc..tcdAf,6l&Lf
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s3ilescco€|,3003o.b6
: ort gi{er iys*rns ttnt epedcre j arccssol a condad f '(rF.
rssootlt.t|rd bo o(dted w$ tlw (805Y l' l{wl
r Crn bo &risfiert rfl ! odit C sfirse seat d*s br arcas
sd.cf b c|rblcrtre <egra<tatin cl abbet patls- . . --:.. - .:--
. ',t:.: ' 3'86Y3t9:'" '
4 2840 1?4.66 tr27.o t?..63) 45.-O 260..ao .73.t a.a
A! dm€a$(rl. er. aopordlhda
USC FCCC&HR.'Apptored
/ rvl/\rA CSOO Conforcanco
ASSE Lbled 1015
CSA B€4.5 Certilied
'|APMO@ Usted
' Valves rnusl be supplied
with resiliert seated shrrl-oll
valves ard te.t cocks ffi
USE FCCC& HR approrrd
!o b€ h effed.
IFESEA,
I
7U"
r7l,Q
a,
t
o
Metric (mm.)
B.
tErwr.E UrrGoq
lvtodel &l5Y FLOIV CURVES
FlorqrtcsoSldrcdbtt SCftrffinbficrCqndoffidtndl|tfilft e6€.dt
953
ot3ra2ra2
eSil
e63 '
r,a8raE
635 A2635 3.r85.1 73oar a.l
!5
U'o-6roaD
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15
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18 {FPS,
4
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{FPS
N(rlc$ t- vefcc.;ct arccshraed tor ltoir'*r sctrcdlc.t(rgcgrt * '
2. TytiS iCe. s!|cfli 0orrrdocihr of Olo t5 flls lf{rad bc |,3cd b hc.d locs ct6c|e.|crco.np..|s,q
1-
AdvidottolCftlEhd.rgriesP-O- EoxB)n}. Fresno.C.aS|qt;u97,ff.@(B)252{ttgtTdegt-T6l6Ctj8FSOFar(2(l9t1S€G0
SS 8{t5YZ rco erqkn6eor(l{d.fr!.d-o(,s^
D
i-'.,'..
a_-: .
FQ.No.
slzE LIST PRICE
3l4f
l'
l-ll4'
l-7tl
t
L
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3-
4.
5-
6,
7.(
COWLIES WNTT NFPA.T 3 ATTD
. fiih\*r*o--'ffiigtttots,sgrr utcKwe
OPERTNON.piirutexwnxNstAII4p--
rewn.nr.sfstttttoungi-ftt onntuSwsauAEABIE-onmewNorEDON
INDIUTT'RPINIE
TepFwtwFoR'PREsst RE
GN'GE .
itppwe euemslEroa
RELIEFUALVE.
WttStW,ntAPPRO1IED'
UrcUSTED.MCBSA-tnoe'sM.
8.
9-toIt..
VdreSce
*riogsca I
ftsclT<otHrd Clrss
I
M@$@ardby:
AGF lv{anufacauing, Inc.
DIMENSrcNS-I}ICAES
strE A a c o E F.G H
%Slie rN 4a 4X 4 rN q*f|le
t 5,<.ly zx Ita 4(rx ry*qt
rt6 sr,&,rrL 2N q'gi.lV(qt vk
7ti Sr/rc ry.3'X.sX.srt 4l t*.rol/r'
2 3',)1t ry.3,Nrl st{n,crt 4(aX.rorf.
/n -F\Jr' Y
USTED . AFPRO',€O
.::i
SO UTH LAN D sPRINKLER SU PP LY
MET{BER OF SUPPLY NET
v
tRt
69c,,
rftcoi?oaaTCo
ooaofi ! cr . oral 72r.55c9
FIG.2ffi
"TRIMIJI{E" ADIUSTffiLE RING HANGER
Size Ronge - ll2 thru 8 inch fipe.
Matedal - St€el, Mil. Galvanized to G-90 speci-
frcatbn.
Futtction - For fire sprinkler and other general
tipforg purpces. Knurled silrivel nut design
permits hanger adjustnent after i:nstalhtion
Spdng tensbn on suivel nut holds it securely in
haqger before instalhtion. $pivel nut is easity
renrowd
Approuots - Urderwriters' Laboratodes [sted and
Factory Mutual greineerlrlg approrred Confonns
to Fedetal Speciftatbrt WW-H-171E, type f0, and
Itdanufactrrers Standardizatbn Socieg SP{9,
ti,p€ f0.
Dlalinnnn Tempuafire - 65$F
Finirft - Ml. Gahanized, HDG, ard Staforless
SteeL
Otder By - Frgure number and pipe size.
(.
(
I-
2-
3-
2-7
4.
7-318 5-
400 Y2
400 14
x1 6fl)n
xl 600 u
14qa x I vn 65
l3'v8 8-s/4 3-V4 12ga x 1-V4 L2fi ub
^4,a5r-
ITIUI
rr|coiPoRAfcD
COnOflA, CA.l 1) n7-559c 53('
I
FIG.99
ALLTHREALD ROD CUT TO LENGTH
Size Eange . 3/8 thru 78 turch rod in 1 inch
increments.
Motqial - Carbon Steel
Maxinum Tenpcrvlture - ?ffF
Finbrr - Plain, ElectroGahranized, and Stainless
Steel.
Order By - Figure number, rod dianreter, rod
length and finish.
MAJlc NEC. LOAI' LAS.NOD FOR SENV|CE TEI{PS.srzE 650T fltcFw
l0l0
1610
24m
3360
3/8
v2
sl8
3/4
7/8
510
1130
1810
27L0
3n0
('
FIG.7N
AIT THREAD ROD FUIT LENGTHS
1-V2 inch rod in tO.(fSize Bangre - f4 thru
lensths.
Matetful - Carbon Steel
Moxitmtm Tcnlrlrrol/rir e - 750"FfUi* - Phh, EbctroGalranized, and Stahless
SteeI
Mq By - Figure number, rod dianreter, ard
finistr.
MAK RAC.IOAI' L8S. APPRO,(.
FOR SERI'ICETE NS WETGIIT66CF 'l,,'F
PEN IO FT.26 2r5
1130 1010
3/4 27LO 24n V3
-
mi-u2 11630 10370 510
ROD
srzE
u2I
53
4
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2
v
Tv
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t,
$ljGl
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l
(
System Senso/s KMS/KBS Series bells
are low current audible signaling
devices for use in fire and burglary
rystems or other signaling applications.
The KMS Series bells use a low<unent
high-efficiency DC motorto drive the
striker. These models are polarized for
use with supervision circuitry. The KBS
Series bells use a trro-coil vibrator.
UNDERDOME DESIGN
Avail.rble in three sizes: 5", 8', 10'.
INDOOR'OUTDq'R
INSTALTANON
Mounts to a standard 4' square
/.. electrical box.
Ir-I\ --I
'^,IIIAOE II{ THE U.S.A
--sYsrEtwsENsoR=A DIVISION OF PITTWAY
38j25 Ohlo Avauc . SL Chtrl6, mrdr 60174 . 708€77d16:l . FAI: 7O8.377.€495
ln Grtedr: 416-675-1695 . FAI: /3166:t5.7OZt
fiS:'Z=i;F.,ig[!::=.:#
lndufis First 3-Year Wananty
Genera Specificatioq
Flush Mounting
0rdering Information
Waterflow SwitchesWFD20 waterflow Detector, S<hedule 10/10, 2'WFD25 WaterflowDetector,Schedulelu40,2-1n'WFD30 Waterflow Detector, Schedule 10/10, 3'WfD35 waterflowDetector,s<hedule 1w4o.3-1n'WFD40 Waterflow Detector, Schedule l(yzl{!. 4'WFD50 Waterflow Oetector. Schedule lUr{|, 5'WFD60 Waterflow Detector. s<hedule 10/l{), 6'WFD80 waterflow Detector, Schedule lCVttO, 8'WfDT Waterflow Detector fits 1 ', 1-1/4', l-1rz' steel
and brass threaded tees
Master Packed: 6 units
Superuisory SwitchesO5Y2 Outside s€reu/ and Yoke Supervisory Switch -Two SPDT SwitchesPIBV2 Post IndicatorButterfly valve Supervisory Sw;i€h -Two SPDT Switches
Pressure Sr*'itches
WPsl0-1 Alarm Waterflow Pressure Srv:tch, One SPDT, '!0 Psl
WP51GZ Alarm Waterfiow Pressure Swit<h, Two SPOT, lC PSI
WP9|G1 Supervisory Pressure Low Switch, One SPDT, 4G1O0 Psl
Engineering sftc"tlons I
Audible alarm denices shall be bells with underdome strikers
and operating mechanisms. Gong on said bells shall be no
smallerthan nominal6'A'/1 0' (specifywhkh)with anoperating
voltage of 24 VDC or 120 VAC (specify which). Bells shall be
suitable for surface or semiflush mounting. Outdoor surface
mounted installations shall be weatherproof. Otherwise bells
shall mount to a standard 4' square electrical box having a
maximum projection of 2-1t2' . Bells shall be located as shown
on the drawings or as determined by the authority having
jurisdiction. Bells shall be listed by Underwriters Laboratories
and Factory Mutual approved.
Approved: UL, FM. ULC
Vollage Operating
Curlent
KM5-6-24
21-30 VDC 0.11 AmpsKMS-8-24
KMS-10-24
KBS-6-120
120 VAC 0.045 AmpsKBS-8-120
KBS-I0-120
Typlcal tlecibel Rating Installed
KMS-6-24 97 dBA
KMS-8-24 102 dBA
KMS-10-24 104 dBA
KB5-6-120 95 dBA
KBS-8-120 98 dBA
KBS-10-120 102 d8A
WP540-2 Supervisory Pressure High/Low Swit(h. Two SPDT,
4,0-100 Psl
Alarm EellsKM5-6-24 Bell, 6', 24 VDC. Pola.ized, 97 dBAKMS-8-24 Bell. 8', 24 VDC Polarized, 102 dBA -
KMS-IG24 Bell, l0',24VDC, Polarized, r04 dBA
KBS-G120 Bell, 6', 120 VAC, Polarized,95 dBAKBs-&120 Bell.8', 120 VAC, Polarized, 98 dBA
K85-10-120 Bell, 10', 120 VAC, Polarized, 102dBA
Accessories
545-7000 Tamper Switch Kh tor WFD Detectorr PIB\z and OSY243010-00 Accessory Kit for PIB\r2 (Wrendtes. s€rew Pack)43011{O Ac(essory Kit for OSY2 (Wrendtet s<rew Pack r-hook)4'3008-00 Timer Assembly for Waterflou, Detectors, 2-8' 5izes
(black)
NOTE: Decibel rating measured al 10'
spacing in an anechoic cfiamber
Terminal Block Replacement
Paddle Kit for I/VFDT onlv - 3 Paddles
TarnFer Sirc!\6 for WFD-Meta! Cover
Tamper l'rcof \ .,rerrch for Metal Cover C,VFD Dete(to6,
477-01-02
44027-00
507{6-01
WFDW
WFDT, O5Y2. P!E\/?)HEXW Hex Wrench for Supervisory Switches
All sprinkler itcrc dre lftan waterflow switdres arc single pad<ed.
(
O Copyright l99l by 5)5tem S€ne( A Division ot Pitway
^@"-,t+VSR+EFl]/.,61., vANETveEUATERFLOW\,/ l\rrtFGt^e ) ratf?a-l ttE fA E ft>. swtrcH wrH REIARD
Potter Electric Signol Compony 2O8l C.aig Rd.. , St. Lo.rC- MO Glr'6 , (SOOI 32t3ft6 '
(3t'l 878-':t2t
SERVICE.PRESSURE UP TO 450 PSI. FOR 2" TO 8" PIPESIZES
250 PSt FOR 10" PIPESIZE
MINIMUM FLOW RATE FOR ALARM.IO GPM
CHARACTERISTICS
U.L. LISTEO ANO F.M. APPROV€O
oIMENSIONS & WEIGHTS: See Fig.2
ENCLOSURE: Cast Aluminum
Finished: Red Enamel
CoNTACT RATINGS: Tuo sets of S.POT. (Fonn C)
rs-OOAmP- @1?5I250V'AC
0.50AmP. @125\|-OC
O.2s,JinP.@25f,V-DC
2.50AmP. @ 0€0V- DC
ENVIRONMENTAL LIMITATONS : 4OoFll2OoF
4.5ccr490c
General Purpoee br Indoor Use
GAUTION: This devioe is oot intended lor
appfcatioos odtdoo6 or h elglosive erui(nments.
SUESA'AILABLE
u.L - Foisd|ed.tu Q W 2' 0|ru 10'
&rScfiedubSl Ppe 8'
El{- -ForSdpdde 40 PF€:2'dw 6''
turSdP&de 3Xl PiPe: 8' and l0'.
sER[ncEu;e
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