HomeMy WebLinkAboutB16-2283 000-000-000HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS '5.8
-'SUBMITTAL.
Page 1
ENGINEERS William
F. Squyres, Jr.
(530) 345-1012.
MIN SPRINKLER FLOW
13
ADDRESS 166 E 3rd Street, Chico,
CA 95928.
COMPUTED DENSITY
0.051
JOB : Residential 2
Heads Flowing
TOTAL DOMESTIC FLOW
5.0
TOTAL WATER REQUIRED
DATE: 09-15-2016 FILE: C:\RESDEN58\Paul.RES
TOTAL SPRINKLER PRESS
28.6
I SPRINKLER MANUF
SENJU - RC RES,,
16x16; K=4,.9.,
41.7
DEMAND PRESS REQUIRED
I MODEL
RC -RES
,P=7.0
BUTTE.,•,
I DENSITY
0.05 Gpm/Sq Ft FIXED PRESS
0.0 Psi
COUNTY
I AREA./ SPR
256 Sq Ft
DESIGN AREA :
512. Sq Ft
I SPRINKLER Q
13.0 Gpm
OCT 13 206
I NODES
9
PIPES
8.
DEVELOPMENT
SERVICES
S^.T,rD^y I STATIC
5v rrsi RESIDUAL
'40 Psi. FLOW
35 Gpm
NODE ELEVATION K -FACTOR
PRESSURE DISCHARGE
NO. Feet
-----------------------------------------------------------
Psi
Gpm-
1 11.0
4.90
7.0'
13.0
2 18.0
4,6
3 11.0
8.5
4 12.0
4.90
7.8
13.7
.5 - 9.0
-
- 13.2
,6 9.0
14.2
7 9.0
17.8
8 2.0
23.6. DOME
5.0
9 -1.0
SOURCE
28.6
31.7
SPRINKLERS FLOWING
2
AREA.PER SPRINKLER
256
TOTAL DESIGN AREA
512
MIN SPRINKLER FLOW
13
REQUIRED DENSITY
0.051
COMPUTED DENSITY
0.051
TOTAL SPRINKLER FLOW
26.7
TOTAL DOMESTIC FLOW
5.0
TOTAL WATER REQUIRED
31.7
TOTAL SPRINKLER PRESS
28.6
FIXED PRESS LOSS
0.0
SUPPLY PRESS AVAILABLE
41.7
DEMAND PRESS REQUIRED
28.6
PRESSURE CUSHION .
. 13.1
MAXIMUM VELOCITY 9.0
Sq Ft
Sq Ft
Gpm
Gpm/Sq Ft
Gpm/Sq Ft
Gpm
Gpm
Gpm
Psi
Psi
PERMIT # fib 1 _(0_ ZZ b
BUTTE COUNTY DEVELOPMENT SERVICES
REVIEWED FOR
CODE. COMPLIANCE
DATE C (7 I I OL -BY '
cTifJJV 10M
Copyright(2012)
Psi by
Psi Hydronics Engineering
Psi 34119 Fremont Bl, Suite 609
Fremont, CA, 94555
F/S (800) 845-9819
P �� C. -7.
HYDRONICS: RESIDENTIAL FIRE SPRINKLER HYDRAULICS.5.8 - SUBMITTAL. Page 2
ENGINEERS William F. Squyres, Jr. (530) 345-1012.
ADDRESS 166-E 3rd Street, Chico, CA 95928..
JOB : Residential 2 Heads Flowing
DATE: 09-15-2016 FILE: C:\RESDEN58\Paul.RES
PIPE
BEG
FLOW
K -FACTOR
LENGTH
C -FACTOR
PRESSURE
NO.
GPM
FITTING TYPE
FTG
FRI-LOSS
(Psi)
------------------7------------------------------------------------------------
END
DIAMETER
TOTAL
-(Psi/Ft)
1
q=
13.0
K=
4.90
L=
7.0
Pt
7.0 -Pt
7.0
1
Q=
13.0
F=
2L
F=
14.0
C= 150
Pe
-3.0
Pv
-0.1
Vel=
4.4
D=
1.101 -TL=
21.0,
0.0306
Pf
0.6
Pn
6.9
Pt
4.6
2
q=
0.0
K=
0.00
L=
8.0
Pt
4.6
Pt
4.6
2
Q=
13.0
F=
3L
F=
21.0
C= 150
Pe
3.0
Pv
.-0.1
Vel=
4.4
D=
1.101
TL=
29.0
0.0306
Pf
0.9
Pn
4.5
----------------------------
3
Pt
8.5
3
q=
13.7
-.-----------------------
K=
4.90
L=.
1.0
----------------------
Pt
8.5
Pt
8.5
3
Q=
13.7
F=
L
F=
7.0
C= 150
Pe
0.4
Pv
-0.1
Vel=
4.6
D=
1.101
TL=
'8.0
0.0338
Pf
0.3
Pn
8.4
---------------------------------------------=----------------------------
4
Pt
'7.8
3
q=
0.0
K=
0.00
L=
16,.0
Pt
8.5
Pt
8.5
4
Q=
26.7
F=
3R2L
F=
17.0
C= 150
Pe
0.9
Pv
-0.5
Vel=
9.0
D=
1.101
TL=
33.0
0.1161
Pf
3.8
Pn
8.0
5
Pt
13.2
5
q=
0.0
K=
0.00
L=
4.0
Pt
13.2
Pt
13.2
5
Q=
26.7
F=
B
F=
5.0
C= 150
Pe
0.0
Pv
-0.5
Vel=
9.0
D=
1.10.1
TL=
9.0
0.1161
Pf
1.0
Pn
12.7
----------------------------------=-=-------------------------------------
6
Pt
14.2
6
q=
0.0
K=
0.00
L=
16.0
Pt
14.2
Pt
14.2
6
Q=
26.7
F=.B3RL
F=
15.0
C= 150
Pe
0.0
Pv
.-0.5
Vel=
9.0
D=
1.101
TL=
31.0
0.1161 .
Pf
3.6
Pn
13.7
--------------------------------------------------------------------------
7
Pt
17.8
7
q=
0.0
K=
0.00
L=
7.0
Pt
17.8
Pt
17.8
7
Q=
26.7
F=
3RSL
F=
17.0
C=150
Pe
3.0
Pv
-0.5
Vel=
9.0
D=
1.101
TL=
24.0
0.1161
Pf
2.8
Pn
17.3
--------------------------------------------------------------------------
8
Pt
23.6
8
q=
'5.0
DOME
L=
400.0
Pt
23.6
Pt
23.6
8
Q=
31.7
F=
R31,
F=
34.0
C= 150
Pe
1.3
Pv
-0.1
Vel=
3.2
D=
2.003
TL=
434.0
0.0086
Pf
3.8
Pn
23.5
--------------------------------------------------------------------------
9
Pt
28.6
---.-----------------------------------------------------------------------
-------------------------------
Q=
31.7
<<<
-------------------------------------------
SOURCE
>>>
Pt
28.6
E=45-Elb L=90-Elb B=TeeBch R=TeeRun C=CouPlg S=SwgChk G=GatVly
HYDRONICS: RESIDENTIAL FIRE SPRINKLER.HYDRAULICS 5.8 - SUBMITTAL.
ENGINEERS : William F. Squyres, Jr. (530) 345-1012.
ADDRESS 166 E 3rd Street, Chico, CA 95928.
JOB Residential 2 Heads Flowing
FILE C:\RESDEN58\Paul.RES
DATE 09-15-2016
I FIRE SPRINKLER. HYDRAULIC GRAPH
0
0
0
0
0'
0
0
0
0
0
0
100 150 200 250 300 350 400 450 500
FLOW - GPM
0....... -0 Water Supply
Static 50 Psi
Resid 40 Psi
Flow 35 Gpm
Water Demand
Avl Press 41.7 Psi @ 32 Gpm
Req Press 28.6 Psi @ 32 Gpm
Press Cush: 13.1 Psi
Copyright: Hydronics Engineering, 2012.
34119 Fremont Bl, Suite 609
Fremont, CA 94555.
(800) 845-9819.
61
. . . . . . . . . . .
Concealed rinkler
��•�" �'` Model: -R -C -RES-, K factor 4.9
----------------
AESTHETIC COS EFFECTIVE
-'-- 12 Small Cover Plate, Just 2-5/8" inch (68 mm) K Industry's BEST Low Flow and Pressure.
in diameter under Slope Ceilings
a Cover Plates Available .- More than 1000 E. Can be. used for"Stand Alone" and "Multi-
Custom Color & PattemFinishes. Purpose Systems"
Can be installed in Fewer Steps and Less
Time
The ;O Fiat-Goncealed Sprinkler
That Works On U -Jngle Family,
Homes with 13 G,. !
rnMaximum Coverage § Minimum Flow and Pressure.
E4 Area_a w Fa Flat Ceilingan�d.Ceil q uD to -8/12"
12'x12' 13 GPM 7.0 PSI t'
Ci:,:a;rnr..,va,.c,:ix.:v�.,tix,.u'awNixv�a,:c.,::�:xa �fiesaarrer,.�,:crm!ur;xexxava,nNn�'�.ym'r.<rru�marmroyc^e7xa::xw•?'.arnaanx+rzautxa�iarsxwaamw:xa�� as.:t xanw:+wane:uaau:+'�:x�+.n'✓ar.��rs�T
14'x 14'
13 GPM 7.0 PSI
..z.,,...e%ua:aw:.mattacrar«:.�umr:c�.w.,m:amxa�w»-.s;wm:=,�amm�ua::carum� uzm=uw.?nswweaaxroars:.tia:srsw+auw;cv. v+o:. ti+w�r�w:aa:aawmrwaiurra:wu� •cit,wu.uacrw:aw�aaxawuauaaawv�;rw«,.r+:rzx+a-«^.auarra
16'x16' 13 GPM - 7.0 PSI r
.!ezri`mui^.eP..:nwtc:t^:,aY.MaxG' -.: �...t• cc^�r�.:wA�!.•.aMn:dtaWr.�-J-Mm.U�•?u.er,s.•.,»,ce,�.<,�qyw:ovt..6t>Iostatx-in7f+rk�:Mu+WM1rtte}kl4M�:u:*rtz�stxm..•mr:.xrn.neti»s<urkrcoa�RmegchSR'�[
4, 18' x 18' 18 GPM - 13.5 PSI NO SLOPE OVER 2112" .
iw .,..ux.arz«;.Y . ,.n�,w,r�.+cw;aria.crug:saan.:^uas,::.:-ww-r�:eH.necr:.ruv,:::•r�:a•>max.F.a:nns«:axcwk-n;.ron�w:v�:,,;,asa.+mr•amae�.N.wa�w.nuaxxr:a:aawa.�..aoemtianoa-r;a�-�trevn .+i ..a;.F
SPRINKLER
MADE IN JAPAN
One Million Raindrops by Senju Sprinkler
'Sen* u Comtek Corp
74 Maxwell, Imine CA 92618 T19493133.1281. F1949.333.1681
www, senjusprinkler.com
and.. ssVBELL Saw-
.��®CecCCBi W1�Qt5
SSYI SeTies:
-
'voltape;
C�3^�tn "vol= aP - �.
o '.aloe Ott.
P�eeulated r .
'DC
N„7;m= Current;
16' 3' i?DC
uPmtng EMD- eratu?r_;
JL - , i
SZ i Series:.
_
-31 ° t0 1500F° T
.—D 5 LEI -- b�l °1I
�'.I
Vohac e:
IJPpratnu1/oltag i ,-'
i • �r �.
F�e�ulateu 1r;Cl %Gi
�..,�-�
L�L:
96 1S_ V er
_
I-Pera Inc, TpineraL i-
_
to 130°F (-35° to T Gr'C}
�� P�=nerberant P..o��
2= 17DC' SSlvi
Sound outmut Pm• TTL 466, „
i
7� CI VAL S<S7
6i
JAI V I2C _O f6"3 C11 i .. ..
_.. ..
b;
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JC -1
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n 1
' _ 5upprsse� ,
ae -S oblo k� St Charles,
� 6oL'i
'-8o0-SATSOF.?, B-: 4
6�-3ii:5?9 W
V7wv0.5em0LC
lease, Lead CarefaLl , lJC?TE: -a11 c
T �d Sa�E d.. S�lI/ Series DC be1L were onl
MS�caon manual c 1 u-5 S , Volt -DC .1 F tested at the
)out the i lizP0� t rmation onl to im,tz. + ll SSi7 Serres AC bells'were
-nstallanon and oPerstioL of bells. r�lu•�e) ste•d at the` 9i;-1, 2 dolt AC ] its. This does ncq
ho instal] bells for. use b�; include the oD ill lova-P o:
P� i . L^;+� --nth yrs must lea, C. � nd or 11 D .ro hi,tl-end q cllf a o °
a Co Ti n- i'' i
Lis
General Desctriptiar,
"tem Sensor supplies bells for nearly �] s /, The National Fire Protection-ssoaation has
applications_ P���ler, nre codes, standarrL, Polished
and recommended practices io-r the
installation and use of the above appliances.
ese ir�stru�ticrs aI PIT uI mended that the It is reco1z,_
Zl] Syste �I Sensor bells it F �T�eS be i,� lar Vatb these re
les_ F�ead all iuc.ons carefully be `lie went;•, with local codes; anc � 4�'
Loin ovl ; fore b..6innin.S. the authority havin. �� pe aaj reguir�� p f
those iustructiorls that aPP1y to the mode] yon 5 jurisdicto L'
inst.,ll;n
c.
These bells are intended to be connected to
ing cit•cuits of UL listed fire alarm control_ ��dicat
.ct;t�low
series is uo]ii ed tc, Panel The SSeh
Dr,, root' use iu oto,,,; -., e able SnPen-ision of tb.e insialLatiflL
TrF' %• e:cnloszre atm•USP�=res. �rmc: The 1k4 bells re ;
L[I reoY leave nz. TTTttsr, dd zxl -,� ,�-z,.asecL Te9tvre 1�G �i ,r. - quire .:.4 �'Ijr; and the SM? b
n -nU
E --It E �11
G i q
sol�fcni '__merged
C)nh°[UDri Ii i tl,?I'iil�p�1,^tl�
end �ICiing; C)�c 1,si viC�llinit it -1 nL�ait.pipe
TL
-)E til suc__
ror- Cr failur_ of
'vvnGl_:
,__�rrJingl}', it r=eluire� Ll'i=_
r=''prfC=�iGn11 Crlrr r -11 1x! aLLCIIUDI11111L 1r_ _liv[ai
LI1cr' Culi 117•Gnr_,r'IL' 'L)r 111c sy/,Ll ill.
re ire rr;_In_ solvent=nlnLnLir-111 Lrci-�I�i� r�
�• __� 1 -:SIC= �GI'�.'[! -
I -It' �en"I��nC'_� � Joint-. I•IUVwn'vr-I
pri==iple; in moi'•✓e
Iain=rl. i•L,—I,G•1r
vurl 1nCl Ll111-I=MOME1• ci i_L[nr
Ior—ca'rding vvlould DC g11IlEd. as Lo vvhaL
1niClUL-S art n='CZ_-art LC
Buil parti:ul�(
ii�a:ior� L=n rP-;sur_ `or,didorc, lnC• variclti[l!-c
:zc and Fi_ ol- pir-D ant F)Lbnq-:
3v -,%fir= ar all CI'MEE c" -' goDO:al'ellr
,iP=' incl FgLin.:j; ar, fhmn,ai�i_.
1- �rTD1i11-ICI ,"11.11' uLl'1^_r DUI--^_
L1C •1r ridr--I�' Ir„'!1 Gr"l''.U1C Oi �LOI'^^�- --
11 5ren171aCeCI.
Cf uni Ic.r;_zs
ary :;Itin untact vvith cif! _,blveni-.
e de[ail=d �ai'et;�: infon;laltiorl i;aw�ilahte Froin
✓el or If=S IV/eeld-Dr-1) r=orporaLiorl.
LJ i_7*1-&n•tJ3, rl dJlr_' g oocl
li rill �r t-4� r�ri
he joining ;ur(3r-E5 must be ,ofLened
and made semlFluld.
I
5ur�ltierlt t�ment ML -17.t b: -ippbE:d ;L iIl
t)-)'2 9-71P 1o=Lwcerl pip, and Pitting.
__-
uM,emJDT Gi' plpc and fltLings must, be
made vu'hilr= Lin, �ur;dc” aretill -,rvet
and fluid.
JoinT strengti-Ide'velop- EIL the cement
driu�, In tyle bgjhT par[ of Cllr= loin[ d Ie
vviil Lend m fu3E CDgerher. in
'I-rG I"0st pMr[ Ehe _ernenT u✓ill L-IonrJ car
L -r o L-1-1 .> Lj ri1
These arEii1; Mu-
b= >oitened and
penetrated
SurrBeGs MI be
- embl d vvhk they
ar_ vv_t ant sty`
I. r
I
1Jlttlu Ihilul III(: =1r.('
I
CCIIICIIhI'lCi plrlrr;=', r7_+nClrlllC�lS ill ICi
solLenino Ca!-, b_ a[hiCved by II'I^ i
CpnHtrll Urll brar: CJI,J-, ;r[•
rr!nlc:ltline Inr�C��tiulr_ Ccn'elully; I
Irier Lu in;I;rllaUun insu'U[Uor>sl. "or
t��llain ci�r_. undrer ecrvlin
Cnndilion , it nlriV b= desilaL'le to
Irsr II Ie 1WC•
--I El' rune= whiel-r
UUli= 6 prhrter LG LILUR adeouaL
soltenincll. Far example, wl lel-I i
workinn In Coln weFlUier wilt-,;-
dlanleLrIIIfJC. IIIUIe tinlc;u'Icl
addiLlonil aitpliCatinn:
lequiled.
L1TIlC!=n� Lil:tr:rl��;
f �'T%
li%o1e Illall sulli[irnl CCUIL'11t lL Jill
LI le Inose part nl the joint inLat he
applied, fiesides.lilliny We qap,
arjequaCe Ecntent Iayer; -,mill
I rrnr?Il;vr. II 1r. ;I a (tins RIO rkn
1VIIlydrl will ul1111 ill['jullU I.,
asselnblerl. hOVE! LI iu yourself.
ApJphl on Ute Intl surilre of a piece
of pipe hnrn separaLe layer Of
Cement• RMADW on a heavy layer
of cr.Inr•nl, II Irn ;drn ¢isirlr. IL . thin
•b1•Iaslaerrl•ral•n•-I>11rr1-{cu-Lhe• hyrer:-
rvuy% I: scCOI Id! Ur so by FI gr1 Wr
Lap v0l.h your tinge!'. YOU Will nn[e
(hal the Il Ii1 I IayFn c=alr," L?.cley
and Lllej� drier quieddy (probably
vvi1111n 15 ,econos! 1he limavy layer
v✓III reruain v"el much Ionpai: Novo
rhech for pe11e1rauon a few minul.=
Rlli'r iriryyring the"c- Dyer Ser�-Irye
LYrern wll.h Ei hr Irl G 1 he 11 lir, laver
v.All 11;Mer aCl Iie�. rl owe nr rIu
h Cn Cilc1lrD, I. n Ie I rcarry ur rC ntuCl ,
n�Iorr: rr.enei r:u i[n •�.
If Ilse CCIrICT11 CoaUnGs ori Lh,- pip,.
and 1UH-lul am we"* artd Iluid Miller.
a5 tmlJl!r lrilte (;fa `, Ihek, will ten:;
to flour top:tn=-r arlo DPCDMI! 0'nc
Ic1Vel. !•d;G, ii thC- Mien!. L wet UIC-
;uriaC—" 13e1"Ieath 111m will :1111 b;
SOIL a11rl Utr-nC ;ultened surlac_: ir!
Ll e Lig111 pan of U1ejoint will tend
to lure tng=Iver.
Tulin=e_
6ondedsurlac =-
/+ I
ruscd 41I•lares
/'s 11 11, solvcnr dissipav, 111E
Cement hyrrt and U'IC sollened
sul IRCCS will I lardPri wllh a
[olrespancling=MASE in joint
suengtll. l+ good joint will take lilt,
required Working plzssurrz long
helnreII le 0111 i lul�1 dry and Iln�
:IICIIL,JII1 IS rll]IFIIIIed. III DIC liulIL
Ifo -red) part Of Lhe joint„ strength
vdlll develop more qulddp than in
die looter (bonded) parr of the
jolnL Inlormalion about the
deveinpnl�_nl of honrl ,trer,glPl of
---sulver�l-ccn7el I ted-lnlnd:waUnblc:..
-Fid Hanger for PVC- -las1c pipe
C
Double Fastener Strap Type _...... .
Dus usT
Size Flange — 3/4" thru 3" CPUC pipe
Material — Pre -Galvanized Steel
Function — Intended to perform as a hanger/restrainer to support
CPUC piping used in automatic fire sprinkler systems. Fig. 23 can
be installed on the top, bottom or side of a beam. The Fig. 23 also
functions as a restrainer to prevent the upward movement of the
sprinkler head during activation.
Approvals — Underwriters' Laboratories Listed in the USA (UL)
and Canada (cUL) sizes 3/4" thru 2" to support fire sprinkler piping.
May be installed in wood using fasteners supplied with product,
or into minimum 20 gauge steel using (2) 1/4" x f" tek type screw.
Meets and exceeds the requirements of NFPA 13, 13F and i 3D.
Features — Fig. 23, incorporates features which --,protect the pipe
and ease installation. The flared edge design protects the CPVC
pipe from any rough surface. It also incorporates snap restrain-
ers allowing easier and faster installation. Easily attaches to the
.building structure using the two UL Listed hex head self thread-
ing screws` furnished with the product. It is recommended that
rechargeable. electric drills fitted with a:hex socketattachmentbe
used as installation tools. No impact tools (such as a hammer) are
allowed. Darrrage has--beenkn ',l'i `to7eSuh Troi7rinstallat'ion5'using
impact type tools. No pre -drilling of a pilot hole in wood is required.
Finish — Pre -Galvanized
Order By — Figure number and pipe size
1 Hardened he): head self threading screw is furnished with -the
product and: is the minimum fastener size acceptable.
OFFICEIMANUFACTURING FACILITY - 1375"SAMPSON AVE - CORONA, CA 92079 - PH: 951.737.5599 - FAX. 951.737.03,30 MEW
CUSTOMER SERVICE - 900.706.5265
WWW.101CO.WM
Dimensions -Weights
CPVC
Max. Hanger
Fastener Hex
Approx.
Pipe Size
A
B
C
Spacing (Ft.)
Head Size
Wt./100
3/4
31/8
19/16
13/16
51/2
5/16
9
1
33/8
111/16
1316
6
5/16
9
11/4
4*6
23/32
1 3/16
61/2
5/16
11
11/2
4/16
27/32
73/16
7.
.5116
12.
2
47/8
27/16
13/15
B
5/16
15
21/2
109/32
211/16
13/16
Consult Factory
5/16
22
3'
117/8
3
13/16
Consult Factory
'5/16
25
OFFICEIMANUFACTURING FACILITY - 1375"SAMPSON AVE - CORONA, CA 92079 - PH: 951.737.5599 - FAX. 951.737.03,30 MEW
CUSTOMER SERVICE - 900.706.5265
WWW.101CO.WM
Fig. 209 - Double Offset ang9r° & Restrainer for PV --
Plastic Pipe
e osusre
Size Range — Available in 3/4" and 1 " pipe sizes
Material — Pra-Galvanized Steel
Func ort — intended to perform as E. hanger and
/
restrainer for
CErstic fire s rinNer pipe. Provides double Offset i
from rnounting surface. This design
.I will ease installation by ..
slin inatir-ro the need for wood block e;;tension and allow retro-nt i
';. ....... 1
I'
atrachrrment of hanger tO sprinkler pipe,
i '/
Thumb tab provides protection to restrain pipe in rough job sits
` •= �
conditions. Tab is not required to be. bent for iisted instaijation.
`•��'� �
��..
�D0
E •terse edge eilrninates abrasior:.
✓b
t Attaches easily tc .wood structure with two special =` 1 G : _j hex
OR,
�_ 1
t ------1
head self -threading, screws furnished with product.
X.
r Can be. used as a single offsat hanger by aligning "dimples"
with top of mounting surface: and utilizing two i-asteners
in two of
the tiYfee Hole=: prolllded
I I
A rProvai�s — l -Underwriters' Laboratories 1
�iszsc:.
_
arc: Canada i ccLFLj as c hang=: and. restrainer tc suppoli lire
sp. inkier systems. (Vests and exceeds req' irarnents
13P, and; 131). :. :-_ ..........:...__
.._.......... i...
I �
.Prder By — Figur_-. number and pipe size.
PATE1117 PENDING
----------
Install using a rechargeable electric drill fitted with a 5,'1G" socket aita1: MEM with the special he:: neao sen-7appmn
screws provided. Install screw:, until they bottom out. Pipe can be "snapped" into hanger betare or aper installation of
the screws to the mounting surface. "Thumb tab" may be bens up to provide additional protectiori to ttle pipe, but is not
required for pertormance of the hanger / restrainer function.
O'TICEAVIALM UFACTU¢INC FILCILM, • 1375 nAUPSOIJ AVE. •• CORDNC., U 93979 - PH: 957.7 3-1 559 4 - FAY.: 957?'7.O:i'iU
r:U:TOMEri MVICE-000.796*MG9
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The SMbol C7/x prarnflon Vii °NI.LNE T -I M WYLTERM1,07AT _47_ikRM SWITc E.,
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ctk�&ck Nc. Ljj3z_;5f.
1L_1 360(i
S'em-1- Pressor e. Up to 175-PSYM -1,0-, BA
U'u'mmln
m
Diz_-ca
SVD. !U,3554: cove -1- hrek, in.;lace ma -taniFerres . isumt screv,7n
Cover Tam-ov- Activaj--d b\: cat,-er
-'o'z'e'TaT`P 'T'S"l-ch �Orttals: On5.&-- PDT
g 2 5 0 T� -!A c . -4 . kw,,i
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all i -'Z'5 cas: T. TV0 lmoc' cftlt� psmvide-0 fo.- 1.221; c.Qrdjl*.
t.C- oipsliz Qmrm�
S-rriaOar Cor},..
P
aad
Einimaimenta; SpecuicnaDus:
S:Llrzbie. for mdocn- or outcicso, uuc,.
1-1stIlip
erred gae,,Le,.
and C11F.--cZzi hOIL"-na.
FOT
':M'J-JnTvul:� mnee- 4 ,2C,.. -
fa- an
umaum- 131.11 Tf. m1r., N7 FTtA - 71
T�� n a mai
C
r
Co.. and P=
ihatwic
or 2 plpc- lize�E. 11 L's t.,
CJULPI)Bcl N;,fth
111stall'36011 ir conimed spaces.
The lmxt contains I.Wci suloe L)DI& doub]h
licill2stable.. islmant)v = t1vOtk'Em@P act= &-wilchesixod an
re,
- � . neunlatl : r.
L:8rd.,Th_ -itzilel; are nciusL-d
a. De.,. miuvtr (3
-8 lire,- per minW) oy M,,,
- o t'mc
ID 01rarcome i2ie selected retard period.
N: These CIMVI r rna be mounted on. horizontal ar Njero ca)
gyp' - On hDluonial pipe. tha,S11013
.,
- 16 be installed oil file top Ride of the pipe
Where tUey r. --OJ be acres-mbit . The w1i1 should nor be =tallLd wiihin 6" N
GM') ci-ff? vat ,:e, di -am Orfalina
vilicli chanpes the dirs-curm oftjle%j.,3ierav,:.
191-e- U3iit -1-as Z I " mak fittir=. L02- glifmc nAr E c ,i i_ pjEtj;jjc-.
Lcjr,sen m'"lad Gej),WlTe the. MajEl. J5jTjl:Lj:. ETom. ill;: \7,rp rj-
firrult..
Into the TEE folicmqap th!-
CT. -,v` C ii:Lg Systern'.
Ir-ruIm-,ons for pre ' palatior, -,Lje, eijj,7jjr.!. Of C
PIP NOT
fitdo-7: muzi borcon) oui or.. the wcjj of the. TSF for lr.opey.
op-_aLlom 0� the - War.
YLD?L^J tC,
ZLI
L63C. in dr-- before SLIECh3112lilc' to fimaI�. _,.je
f
proper paddy fol: lh~. PiPE-- rte- and tYPs Of 7__-E used. See. tib. and.
for int-balroons an hccv -1z change. paddic. Verxfl: ii -Is .
1 'he
pogirione-din itLTDOve. Hand iie ,enlhenui onthemm after-orieatirm. tile
Ln:ice in fir-- appropriate direction to deL-o.. 7,raLa.jtor, aG sjlov�?
. , n ul
C.kU,T10N1. DO the nujor, njrt, jl:ujd tighift olih-.,
The -vane, latut not nib Lht =de of ti Tcror �lud •m anr,: wnj,, -r
ahoilld opemtc6 b-, hm.d..
YSMZT) ON �_NM TESTENIC : Ch erj_rthe op=mlon of. the U1,Tf.b\1 openm-
fiy• ullqPec n1 111P. or tbe. emijo and tR
-t-OT's ai the end of the. spri
cDIm--Obml. if M im-Ptctrjr:s leci valve If not prm,ided.
Lf there
we 13c.' Prclv'sior!s fo: '*Psi4 the 01--al-wil- of the. ficily de.tsc.60.0
device ou the musrjem, upplIcadmi of tilt! ",Ysi:-Syr n - n
t3j, 7I!om M I
The L-ec_juerLc.-,: Of t1le 1115.PeMimi and tesllilg and m tLseoz I
lated protf�cjrti.:c
morutorme m..'srain should be u, ticcoldgm(.1t: llydl file
Code..- and Standards and or aufhorit-,- 1-uVilu. bkt
inferno �'
nwomrsinidn auarLe_rj`,-.:)r
PM= 7'
PAIGE "
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