HomeMy WebLinkAbout1710 Lambert Ln Technical - Building
TECHNICAL:
Permit #' 05-. qz}-{
Address--17) 0 L CtYYV1oey-c~ L t\
Project description NevJ S~
Date the permit was finaled 7 - '28--06 .
Number of technical pages II
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10/21/2005
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASCE 7-02
Description: Fox Residence 05-321
Analvsis by: Zenovic & Associates, October 2005
Building
100 mph
II
C
1 Hz
22..62 Deg
Hipped
0.85
9.50 ft
16.00 ft
12.50 ft
70.00 ft
40.00 ft
0.01
i;~\~j;~,iJ;;RT:XjJ~~.I~ijl~.t~~)g.a.riimijl~i'$!::;~;'iS:;);:;:?l';;c.
Importance Factor I 1
Non-Hurricane, Hurricane (v=85-100 mph) & Alaska
Table 6-2 Values
Alpha = 9.500
zg = 900.000
At = 0.1 05
Bt = 1 .000
Am = 0.154
Bm = 0.650
Cc = 0.200
I = 500.00 ft
Epsilon = 0.200
Zmin = 15.00 ft
Red values should be changed only through "Main Menu"
:'::i"..::....;::}~' .,:>:~'.palc.(jlati!(f;e.a~Clm~te~;!~.:;. i\'C:. '. .;,<:., ,X
Type of Structure
HeighULeast Horizontal Dim I 0.31
Flexible Structure I No
. \.: '~-~: -. ,.~' ~- ., ..
~ ~ .~, .;~ '", ,,'", '. ,; ,-
.:\ ';,:;,'}~:,,!;;L<;-;;Gu$~(f;~(;tQt;,9ate' "Q...y,11 :';?R!gid:~ttY~tijt~$;2f~;~implifi~(t0M~ttlQt:t3{~!;:::, ,:;~.~;;~]tt ".;::;"
For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85
,:1":i'\\:<,,;E,;:{Gu$t17a~t(jtlg~t~gQh';ll.t;;~.ig itt:'~tr~c:t.Q);e!;'i.:qQmp!~tEi:~i)aI!ysi~;>:g,;~;)ci~t;'/_~l.:;,1~}"'!:~;9 i.,
Zmin 15.00 ft
Cc * (33/z)^0.167 0.2281
1*(zm/33)^Epsilon 427.06 ft
(1/(1 +0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9252
0.925* 1+1.7*lzm*3.4*Q /1+1.7*3.4*lzm 0.8857
Zm
Izm
Lzm
Q
Gust2
G
Since this is not a flexible structure the lessor of Gust1 or Gust2 are used
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
Page No. 1 of 5
1 0/21/2005
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASCE 7-02
6.5.12.2.1 Desian Wind Pressure - Buildinas of All Heiahts
Elev Kz Kzt qz Pressure (Ib/ft^2)
Windward Wall*
ft Ib/ft^2 +GCpi -GCpi
16 0.86 1.00 18.72 9.41 16.06
15 0.85 1.00 18.47 9.24 15.89
Fia 6-5 Internal Pressure Coefficients for Buildinas, Gcpj
Condition Gcpi
Max + Max-
Open Buildings 0.00 0.00
Partially Enclosed Buildings 0.55 -0.55
Enclosed BuildinQs 0.18 -0.18
Enclosed Buildings 0.18 -0.18
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
Page NO.2 of 5
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASeE 7-02
Fiaure 6-6 - External Pressure Coefficients. CD
Loads on Main Wind-Force Resisting Systems (Method 2)
B
h
z
~
I
L
Naiial)l~; ::{i'!,,;", ,., .::.~ ....',...:.., ;;::8W~Ii:i:~:;:.;;~ '.:'::;'(Ji'iitS';:t:
Kh 2.01 *(15/zg)^(2/Alpha) 0.85
Kht Topographic factor (Fig 6-4) 1.00
Qh .00256* (V)^2*I*Kh*Kht*Kd 18.47 psf
Khcc Comp & Clad: Table 6-3 Case 1 0.85
Qhcc .00256*V^2*I*Khcc*Kht*Kd 18.47 psf
":;;;:";:;\;:;:~;'.:)!...j~;!~'T.:;.;~V\fa.J1:jR(~$s~r~tCQ~t'fi~i~nt$}:PPL:i?S;:)s3/";...'/:;:\'.;::.:
Surface I Cp
Windward Wall (See Figure 6.5. 1 2.2. 1 for Pressures) I 0.8
,":,<:. :~~~":, \ '>~::<~!?} '\' ,:;~\~~,~~(, p:[!~\;')::~~::::;~-\::,~~'.> \;~Q()f.)~tes$lIr,~\C;:Q~t'fici~Ot$,~:Cpi!(r. '.' . ". .,.,..., ,.:i';{%,',:::,;
"
Roof Area (sQ. ft.) 2 , 800
Reduction Factor 0 .80
~~~NM~~r"~~J~i~m~~~~~~&~~~~h:~~!~~~..~;i:6;~:~l~t;.;~;~~:({~3~~~l~~te~!~~~1~~~i~~:;
Leeward Walls (Wind Dir Normal to 70 ft wall) -0.50 -11.18 '-4.53
Leeward Walls (Wind Dir Normal to 40 ft wall) -0.35 -8.82 -2.17
Side Walls -0.70 -14.32 -7.67
Roof - Wind Normal to Ridae (Theta>=10) -forWind Normal to 70 ft face
Windward - Min Cp 0.00 0.00 0.00
Windward - Max Cp 0.80 9.24 15.89 V
Leeward Normal to Ridge 0.00 0,00 0.00
Overhang Top (Windward) 0.00 0.00 0.00
Overhang Top (Leeward) 0.00 0.00 0.00
Overhana Bottom (Applicable on Windward only) 0.80 12.56 12.56
Roof - Wind Parallel to Ridge (All Theta) - for Wind Normal to 40 ft face
Dist from Windward Edge: 0 ft to 25 ft - Max Cp -0.18 -6.15 0.50
Dist from Windward Edge: 0 ft to 6.25 ft - Min Cp -0.90 -17.46 -10.81
Dist from Windward Edge: 6.25 ft to 12.5 ft - Min Cp -0.90 -17.46 -10.81
Dist from Windward Edge: 12.5 ft to 25 ft - Min Cp -0.50 -11.18 -4.53
Dist from Windward Edge: > 25 ft -0.30 -8.04 -1.39
* Horizontal distance from windward edge
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
10/21/2005
Page No. 3 of 5
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: i' i~ i AJht 'J} :.1,; . 'lwb~.'k+)~;;:~i 7/Jpar,:j 6'1 /
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1 0/21/2005
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASCE 7-02
Description: Fox Residence 05-321
Analvsis by: Zenovic & Associates, October 2005
Structure Type
Basic Wind Speed (V)
Struc Category (I, II, III, or IV)
Exposure (B, C, or D)
Struc Nat Frequency (n1)
Slope of Roof (Theta)
ype of Roof
Kd (Directonality Factor)
Eave Height (Eht)
Ridge Height (RHt)
M~~n J3Eof Height (Ht)
Width Perp. To Wind Dir (B)
Width Para!. To Wind Dir (L)
Dam in Ratio beta
mph
Hz
Deg
Hipped
0.85
9.50 ft
16.00 ft
12.50 ft
70.00 ft
40.00 ft
0.01
Red values should be changed only through "Main Menu"
'~;'\i:~,',::i,\\:;::';:'\"G'il.I,<<:'l.Ilat~~0~~raro~ter'$S;;Z,':~::;'i:";,"i,,:
Type of Structure
Height/Least Horizontal Dim I 0.31
Flexible Structure I No
iiT:~:\,'I(\~:~;;i:~~t!i~~I~IjI{il~'d~e~t~m't~ij;E,~;"j::;\}biY:
Importance Factor I 1
Non-Hurricane, Hurricane (v=85-100 mph) & Alaska
Table 6-2 Values
Alpha = 9.500
7g = 900.000
At = 0.105
Bt = 1 .000
Am = O. 154
Bm = 0.650
Cc = 0.200
I = 500.00 ft
Epsilon = 0.200
Zmin = 15.00 ft
, ~':,,"~'~~';:':;J~";:J;~/":~:I;GjJ$t;J:~ptQr:gilt~g'Q:iYt,l:i:t~ig,i,<lr$!fij~ti.,it'$,i~'$implifie<l.~,I.\II~thQtI~:'Y~":i,}f";:;1tij;;~;~:'/~:ii;;;)':':;;{,':
For rigid structures (Nat Freq > 1 Hz) use 0.85 0.85
':,:,:,\"'::i;';:;;::.)~:::\.!)Gli$t :ff~ctot::,q~t~99ry;jll:1\i~,igi,<lJ$tt~O:tlir'~$:~';Q(j!'il'pl,tij'AQ~IY$!s;X:;;';5~~E2rr~2;;~;Sttc::~!~".\:i:\::;,;.
Zm Zmin 15.00 ft
Izm Cc * (33/z)^0.167 0.2281
Lzm 1*(zm/33)^Epsilon 427.06 ft
Q (1/(1 +0.63*((Min(B,L)+Ht)/Lzm)^0.63))^0.5 0.9252
Gust2 0.925* 1+1.7*lzm*3.4*Q /1+1.7*3.4*lzm 0.8857
G
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
Page No. 1 of 5
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASeE 7-02
6.5.12.2.1 Desian Wind Pressure - Buildinas of All Heiahts
Elev Kz Kzt qz Pressure (Ib/ft^2)
Windward Wall*
ft Ib1ft^2 +GCpi -GCpi
16 0.86 1.00 18.72 9.41 16.06
15 0.85 1.00 18.47 9.24 15.89
Fia 6-5 Internal Pressure Coefficients for Buildinas, Gcpi
Condition
Gc
Max +
0.00
0.55
0.18
0.18
i
Max-
0.00
-0.55
-0.18
-0.1
Open Buildings
Partially Enclosed Buildings
Enclosed Buildin s
Enclosed Buildin s
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
1 0/21/2005
Page NO.2 of 5
WIND02 v1-02
Detailed Wind Load Design (Method 2) per ASCE 7-02
Fiaure 6-6 - External Pressure Coefficients. CD
Loads on Main Wind-Force Resisting Systems (Method 2)
B
h
I
L
.~'''2Y~I.u~;;,~:;i (.';;,;Vi1its'C:~\
0.85
1.00
18.47 psf
0.85
18.47 sf
;Nad~bl,!
Kh 2.01 *(15/zg)^(2/Alpha)
Kht Topographic factor (Fig 6-4)
Qh .00256*M^2*I*Kh*Kht*Kd
Khcc Camp & Clad: Table 6-3 Case 1
Qhcc .00256*V^2*I*Khcc*Kht*Kd
:;'s:j;:'j:~~'!t('[;'~:;;;.,;;",Wa_lf:;er~$t;IJ"~:;:G.o~ffi.i:;i~n_t$i'\QIjt;N~};f':;~:;':S')'.'~Y:'.;;<
Surface I Cp
Windward Wall (See Figure 6.5. 1 2.2. 1 for Pressures) I 0.8
, ,{:-.~,; \~,>~:,[:'~~'S' ~-~:~.~~~~:: ::';:~:~;'~'t::,cS9:~::-;:~~\t,;{X,~(:;-:::.;:~ B()Qf~ ~fe$$ut~,;PQ~ffi<: i e n~',;JGp5.t:~;: ". :n;::t;\';:;T:;:~i:;~ ~;:~'~~'~~:2i.t';;~~,-~G<:;:,~ .;,'.:";'';
, ... , ':t: :
Roof Area (sq. ft.) I 2 , 8 0 0
Red u cti 0 n F acto r I 0 8 0
..._c~jl;~~l~1~~;~~_ ~Jt~E~~I&~~ld~~~~~gJ~'~~~lf~:J[[~i.~~~i~(:ii~i2~~~~~I~!i~\1i1!~\
Leeward Walls (Wind Dir Normal to 70 ft wall) -0.50 -11.18 -4.53
Leeward Walls (Wind Dir Normal to 40 ft wall) -0.35 -8.82 -2.17
Side Walls -0.70 -14.32 -7.67
Roof - Wind Normal to Rid e heta>=10 -for-Wind Normal to 70 ft face
Windward - Min Cp 0.00 0.00
Windward - Max Cp 0.80 9.24
Leeward Normal to Ridge 0.00 0.00
Overhang Top (Windward) 0.00 0.00
Overhang Top (Leeward) 0.00 0.00
Overhan Bottom A licable on Windward ani 0.80 12.56
Roof - Wind Parallel to Rid e All Theta - for Wind Normal to 40 ft face
Dist from Windward Edge: 0 ft to 25 ft - Max Cp -0.18 -6.15
Dist from Windward Edge: 0 ft to 6.25 ft - Min Cp -0.90 -17.46
Dist from Windward Edge: 6.25 ft to 12.5 ft - Min Cp -0.90 -17.46
Dist from Windward Edge: 12.5 ft to 25 ft - Min Cp -0.50 -11.18
Dist from Windward Edge: > 25 ft -0.30 -8.04
* Horizontal distance from windward edge
Copyright 2002 - MECA Enterprises, Inc.
www.mecaconsulting.com
0.00
15.89
0.00
0.00
0.00
12.56
0.50
-10.81
-10.81
-4.53
-1.39
10/21/2005
Page No. 3 of 5
TECHNICAL
...
Os ,-.~2Y
II '0 L{AJY\~t LV1
\ ,
F:,Y't' 5fri~I<ler-SjS~
f\ Y\l\-\~? (ih~ house.. 'was -h'hCJ.;\~ \
1-zg-ofB ~ I )
to - f6je5
~
.~..
Fire Sprinkler System Plan
Innovated Fire
Sprinkler Systems
81 New Haven Lane
..: ..:,..;. _..:._~-.-..... .-!.- "'_.._'--.-..--.- -.
Port Angeles, WA.,
98362
(360) 452-7583
_ _ ~~. -'.:':..~""""-:".h ~.'. .
April 4, 2006
Contractor: Jeff Priest Construction
133 Mariah Winds Way
Port Angeles, WA. 98362
Location: 1710 Lambert Ln.
Port Angeles, WA., 98362
.1j U l1kUKAULIC CALCULATION~ .
Worksheet
For 1" CPVC Pipe
Two heads require 26 gpm flow at designed pressure. {+ 5 gpm domestic u~
One head requires 18 gpm flow at designed pressure.
,
1. Pipe size = II" , CPVC (friction loss. 1 067).
2. Water pressure at street (2) = 70 psi.
3. Meter friction loss (3) = C1 psi (see Table 4-4.3d NFPA 13i
4. (2) 70 minus (3) . C, (4) = G I psi remainir
5. Loss from street main to control valve = '-10 feet X I .10.67 To' =':1,:2.7
feet (see friction loss chart). ' ::',"" .
'6. (4) r;., I m~nus (5)" ~/. 2)' - = (6) s"" /3 psi're,~~'ihih(
7. Elevation Joss (building & street) - J 2... feet X .434 = "~~' 2 / ,,' p~
8.(6) S'~7:S minus(7) S':..J.1 - SJ1,52psiremainin
9. Total length of pipe from control valve to the farthest sprinkler = S'Sfe
X I .1067/ = :;. 5' 7 psi.
10. (8) ,5" /, !; 2. minus (9) s: [3 7 - 4 S, G S psi remarnm.
11. Equivalent length for valves and fittings (meter to farthest sprinkler head):
Tvpe Number Equivalent
1 II T run B X lTI = . 8
1 II T Branch .3 X m = / 5
1 II 90 Elbo.W S. X CD = J S
1 II Coupling I X 0 = I
1 II 45 Elbow a X [C] = 0
1" Gate Valve / X [C] = I
(11) Tot,al Feet ~ 0
12. Loss in fittings (11) bO feet X [.1067' = (;, '-j 0 pSI
13.(10) ~/S.~S' minus (12) <;;',LIO - ,77,2S psiremaining
14. . PSI remaining (13) J ~, 2.S minus r, L/ (loss in riser) parts = .3 ;j,BS .
1'5. (14) -3 s: 3S is more than the minimum design psi required for 2 or 1 sprinklel
heads operating.
Riser Parts
Potter flow switch 2.4 psi
Soft seat valve 1.0 psi
Needed Information:
Type of sprinkler head L
GPM & pressure 1 st head /(0
GPM & pressure 2nd head Z
3/4" water meter - es or no)
I
I
I I
FP-9C
Revised 5/29/91
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S.IG.NE. 0 ...B Y.: ._ .._:. . ..._. . ..:
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tqeD IFire & Building
/Pro due ts
Direct Sales (Central): Tel: (800) 523-65121 Fax: (215) 362-5385
Distribution Sales (GemlStar): Tel: (800) 558-52361 Fax: (800) 877-1295
Technical Services: Tel: (800) 381-93121 Fax: (800) 791-5500
Series LFII Residential
Concealed Pendent Sprinklers, Flat Plate
4.2 K-factor
.,,"
"
.< _ 'l,.
, . ~
General
Description
The Series LFII (TY2596) Residential
Concealed Pendent Sprinklers are
decorative, fast response, fusible sol-
dersprinklers designed for use in resi-
dential occupancies such as homes,
apartments, dormitories, and hotels.
The cover plate assembly conceals the
sprinkler operating components above
the ceiling. The flat profile of the cover
plate provides the optimum aestheti-
cally appealing sprinkler design. In ad-
dition, the concealed design of the Se-
ries LFII (TY2596) provides 1/4 inch
(6,4 mm) vertical adjustment. This ad-
justment reduces the accuracy to
which the fixed pipe drops to the sprin-
klers must be cut to help assure a
perfect fit installation.
The Series LFII are to be used in wet
pipe residential sprinkler systems for
one- and two-family dwellings and mo-
bile homes per NFPA 130; wet pipe
residential sprinkler systems for resi-
dential occupancies up to and includ-
ing four stories in height per NFPA
13R; or, wet pipe sprinkler systems for
the residential portions of any occu-
pancy per NFPA 13.
The Series LFII (TY2596) has a 4.2
(60,S) K-factor that provides the re-
quired residential flow rates at reduced
pressures, enabling smaller pipe sizes
and water supply requirements.
The Series LFII (TY2596) has been
designed with heat sensitivity and
water distribution characteristics
proven to help in the control of residen-
tial fires and to improve the chance for
occupants to escape or be evacuated.
The Series LFII (TY2596) Residential
Concealed Pendent Sprinklers are
shipped with a Disposable Protective
Cap. The Protective Cap is temporarily
removed for installation. and then it
can be replaced to help protect the
sprinkler while the ceiling is being in-
Page 1 of 4
stalled or finished. The tip of the Pro-
tective Cap can also be used to mark
the center of the ceiling hole into pIas-
ter board, ceiling tiles, etc. by gently
pushing the ceiling product against the
Protective Cap. When the ceiling in-
stallation is complete the Protective
Cap is removed and the Cover Plate
Assembly installed.
WARNINGS
The Series LFII (TY2596) Residential
Concealed Pendent Sprinklers de-
scribed herein must be installed and
maintained in compliance with this
document, as well as with the applica-
ble standards of the National Fire Pro-
tection Association, in addition to the
standards of any other authorities hav-
ing jurisdiction. Failure to do so may
impair the integrity of these devices.
The owner is responsible for maintain-
ing their fire protection system and de-
vices in proper operating condition.
The installing contractor or sprinkler
manufacturer should be contacted
relative to any questions.
Sprinkler/Model
Identification
Number
SIN TY2596
Technical
Data
Approvals:
UL and C-UL Listed.
Maximum Working Pressure:
175 psi (12,1 bar)
Discharge Coefficient:
K = 4.2 GPM/psil12 (60,S LPMlbar1l2)
Temperature Rating:
160oF1710C Sprinkler with
1350F/5rC Cover Plate
.IULY.2002
...
~
Vertical Adjustment:
1/4 inch (6,4 mm)
Finishes:
Cover Plate:
Flat White, Bright White, Chrome, or
Custom
Physical Characteristics:
Body. . . . . . . . . . . .
Cap. . . . . . . . . . . . .
Saddle . . . . . . . . . . .
Sealing Assembly . . . . . .
. . . .. Beryllium Nickel wI Teflont
Soldered Link Halves . Nickel
Lever . . . . . . Bronze
Compression Screw . . . . . . Brass
Deflector . . . . . Bronze
Guide Arm Frame . . . . Bronze
Guide Arms .. Stainless Steel
Support Cup . . . . Steel
Cover Plate ... .... Copper
Retainer . .' . . . . Brass
Cover Plate Ejection Spring
. . . . . . _ .... Stainless Steel
. Brass
Bronze
. Brass
tDuPont Registered Trademark
TFP440
."
Page 2 0,'4
Operation
When exposed to heat from a fire, the
Cover Plate, which is normally sol-
dered to the Support Cup at three
points, falls away to expose the Sprin-
kler Assembly. At this point the Deflec-
tor supported by the Arms drops down
to its operated position. The fusible link
of the Sprinkler Assembly is com-
prised of two link halves that are sol-
dered together with a thin layer of sol-
der. When the rated temperature is
reached, the solder melts and the two
link halves separate allowing the sprin-
kler to activate and flow water.
Design
Criteria
The Series LFII (TY2596) Residential
Concealed Pendent Sprinklers are UL
and C-UL Listed for installation in ac-
cordance with the following criteria.
NOTE
When conditions exist that are outside
the scope of the provided criteria, refer
to the Residential Sprinkler Design
Guide TFP490 for the manufacturer's
recommendations that may be accept-
able to the Authority Having Jurisdic-
tion.
System Type. Only wet pipe systems
may be utilized.
Hydraulic Design. The minimum re-
quired sprinkler flow rate for systems
designed to NFPA 130 or NFPA 13R
are given in Table A as a function of
temperature rating and the maximum
allowable coverage areas. The sprin-
kler flow rate is the minimum required
discharge from each of the total
number of "design sprinklers" as speci-
fied in NFPA 130 or NFPA 13R.
For systems designed to NFPA 13, the
number of design sprinklers is to be
the the four most hydraulically de-
manding sprinklers. The minimum re-
quired discharge from each of the four
sprinklers is to be the greater of the
following:
· The flow rates given in Table A for
NFPA 130 and 13R as a function of
temperature rating and the maxi-
mum allowable coverage area.
· A minimum discharge of 0.1 gpm/sq.
ft. over the "design area" comprised
of the four most hydraulically de-
manding sprinklers for the actual
coverage areas being protected by
the four sprinklers.
Obstruction To Water Distribution.
locations of sprinklers are to be in
TFP440
'1
Minimum Flow (b) and Minimum Flow (bland
Maximum Maximum Residual Pressure Residual Pressure
Coverage Spacing For Horizontal Ceiling For Sloped CeIling
Area (a) Ft. (Max. 2 Inch Rise (Max. 8 Inch Rise
Ft. x Ft. (m) for 12 Inch Run) for 12 Inch Run)
(m x m)
160oFn1OC 160oFn1OC
Sprinkler Sprinkler
12 x 12 12 13 GPM (49,2 LPM) 18GPM (68,1 LPM)
(3,7 x 3,7) (3,7) 9.6 psi (0,66 bar) 18.4 psi (1,27, bar),
14x14 14 14 GPM (53,0 LPM) 18 GPM (68,1 LPM)
(4,3 x 4,3) (4,3) 11.1 psi (0,77 bar) 18.4 psi (1,27 bar).:.:. 2
!/';lOxr6 1 16 16 GPM (60,6lPM) 18 GPM (68,1 LPM) ":
(4,9 x 4,9) (4,9) 14.5 psi (1,00 bar) 18.4 psi (1,27 b8r)'" :
I........ . 18 x 1&/ 18 20 GPM (75,7 LPM) N/A
(5,5 x 5,5) (5,5) 22.7 psi (1,57 bar)
2Ox20 20 24 GPM (90,8 LPM) N/A
(6,1 x 6,1) (6,1) 32.7 psi (2,25 bar)
. ~".
; f;i}1;. .~. ,:r::)'
(a) For coverage area dimensions less than or between those indicated, it is
necessary to use the minimum required flow for the next highest coverage area
for which hydraulic design criteria are stated.
(b) Requirement is based on minimum flow in GPM (LPM) from each sprinkler. The
associated residual pressures are calculated using the nominal K-factor. Refer to
Hydraulic Design Criteria Section for details.
TABLE A
NFPA 13D AND NFPA 13R HYDRAULIC DESIGN CRITERIA
FOR THE SERIES LFII (TY2S96)
RESIDENTIAL CONCEALED PENDENT SPRINKLER
accordance with the obstruction rules
of NFPA 13 for residential sprinklers.
Operational Sensitivity. The sprin-
klers are to be installed relative to the
ceiling mounting surface as shown in
Figure 3.
Sprinkler Spacing. The minimum
spacing between sprinklers is 8 feet
(2,4 m). The maximum spacing be-
tween sprinklers cannot exceed the
length of the coverage area (Ref. Table
A) being hydraulically calculated (e.g.,
maximum 12 feet for a 12 ft. x 12 ft.
coverage area, or 20 feet for a 20 ft. x
20 ft. coverage area).
Installation
The Series LFII (TY2596) must be in-
stalled in accordance with the follow-
ing instructions:
NOTES
Damage to the fusible Link Assembly
during installation can be avoided by
handling the sprinkler by the frame
arms only (i.e., do not apply pressure
to the fusible link Assembly).
A leak tight 1/2 inch NPT sprinkler joint
should be obtained with a torque of 7
to 14 tUbs. (9,S to 19,0 Nm). A maxi-
mum of 21 fUbs. (28,S Nm) of torque
is to be used to install sprinklers.
Higher levels of torque may distort the
sprinkler inlet with consequent leak-
age or impairment of the sprinkler.
Do not attempt to compensate for in-
sufficient adjustment in an Escutcheon
Plate by under- or over-tightening the
Sprinkler. Readjust the position of the
sprinkler fitting to suit.
Step 1. The sprinkler must only be
installed in the pendent position and
with the centerline of the sprinkler per-
pendicular to the mounting surface.
Step 2. Remove the Protective Cap.
Step 3. With pipe thread sealant ap-
plied to the pipe threads, and using
the W- Type 18 Wrench shown in Figure
2, install and tighten the SprinklerlSup-
port Cup Assembly into the fitting. The
W-Type 18 Wrench will accept a 1/2
inch ratchet drive.
Step 4. Replace the Protective Cap by
pushing it upwards until it bottoms out
against the Support Cup. The Protec-
tive Cap helps prevent damage to the
Deflector and Arms during ceiling in-
stallation and/or during application of
.;.... .
. TFP440
Page 3 of 4
s
BODY
(112. NPl)
SEALING
ASSEMBLY
WRENCH
RECESS
CAP
SPRINKLER
WRENCHING
AREA
D
SADDLE
COMPRESSION
SCREW
PUSH WRENCH
IN TO ENSURE
ENGAGEMENT
WITH SPRINKLER
WRENCHING AREA
LEVER
FIGURE 2
W-TYPE 18" .
SPRINKLER WRENCH
, . :: -::~; ~.
v' ~ .
GUIDE
ARM
~:;; i i
,
:. t
GUIDE ARM
FRAME
I
I
I
I
,
I
I
,J ~_~ 'L-.J L,
........"'.,,- """""-......,
SOLDER LINK
ELEMENT
DEFLECTOR
(OPERATED
POSITION)
SPRINKLER/SUPPORT CUP
ASSEMBLY
THREAD INTO
SUPPORT CUP
UNTIL MOUNTING
SURFACE IS
FLUSH WITH
CEILING
o
o
RETAINER
WITH THREAD
DIMPLES
EJECTION
SPRING
SOLDER
TABS (3)
COVER PLATE/RETAINER
ASSEMBLY
FIGURE 1
SERIES LFII (TY2596) RESIDENTIAL
CONCEALED PENDENT SPRINKLER
COVER
PLATE
FACE OF
SPRINKLER
FITTING
SPRINKLER-
SUPPORT CUP
ASSEMBLY
OPERATED
SPRINKLER
1-718.xl/S"
(47,6 mm
x3,2 mm)
COVER
PLATE
RETAINER
~
~
COVER-
RETAINER
ASSEMBLY
SPRfNKLER-
SUPPORT CUP
ASSEMBLY
=r f MOUNTING
3116" J SURFACE
(4,Smm)
718. (22,2 mm)
HIS. (2S,6 mm)
3-1/4" DIA.
(82,6 mm)
1
TIP
DEflECTOR IN
OPERATED POSITION
RGURE 3
SERIES LRI (TY2596) RESIDENTIAL CONCEALED PENDENT SPRINKLER
INSTALLA nON DIMENSIONS / PROTECT7VE CAP / ACTIVA TED DEFLECTOR
; ~age 4 0,'4
the finish coating of the ceiling. It may
also be used to locate the center of the'
clearance hole by gently pushing the
ceiling material against the center
point of the Cap.
NOTE
As long as the protective Cap remains
in place, the system is considered to
be UOut Of Service".
Step 5. After the ceiling has been com-
pleted with the 2-112 inch (63 mm)
diameter clearance hole and in prepa-
ration for installing the Cover Plate As-
sembly, remove and discard the Pro-
tective Cap, and verify that the
Deflector moves up and down freely.
If the Sprinkler has been damaged and
the Deflector does not move up and
down freely, replace the entire Sprin-
kler assembly. Do not attempt to mod-
ify or repair a damaged sprinkler.
Step 6. Screw on the Cover Plate As-
sembly until its flange comes in con-
tact with the ceiling.
Do not continue to screw on the Cover
Plate Assembly such that it lifts a ceil-
ing panel out of its normal position.
If the Cover Plate Assembly cannot be
engaged with the Mounting Cup or the
Cover Plate Assembly cannot be en-
gaged sufficiently to contact the ceil-
ing, the Sprinkler Fitting must be repo-
sitioned.
Care and
Maintenance
The Series LFII (TY2596) must be
maintained and serviced in accord-
ance with the following instructions:
NOTES
Absence of an Escutcheon Plate may
delay the sprinkler operation in a fire
situation.
Before closing a fire protection system
main control valve for maintenance
work on the fire protection system
which it controls, permission to shut
down the affected fire protection sys-
tem must be obtained from the proper
authorities and all personnel who may
be affected by this action must be no-
tified
Sprinklers which are found to be leak-
ing or exhibiting visible signs of corro-
sion must be replaced.
Automatic sprinklers must never be
shipped or stored where the tempera-
ture will exceed lOQoF/380C and they
must never be painted, plated, coated,
or otherwise altered after leaving the
factory Modified or over heated sprin-
klers must be replaced.
Care must be exercised to avoid dam-
age - before. during, and after instal-
lation. Sprinklers damaged by drop-
ping, striking, wrench twist/slippage,
or the like, must be replaced.
The owner is responsible for the in-
spection, testing, and maintenance of
their fire protection system and de-
vices in compliance with this docu-
ment, as well as with the applicable
standards of the National Fire Protec-
tion Association (e.g., NFPA 25), in
addition to the standards of any other
authorities having jurisdiction. The in-
stalling contractor or sprinkler manu-
facturer should be contacted relative to
any questions.
NOTE
The owner must assure that the sprin-
klers are not used for hanging of any
objects and that the sprinklers are only
cleaned by means of gently dusting
with a feather duster; otherwise, non-
operation in the event of a fire or inad-
vertent operation may result.
It is recommended that automatic
sprinkler systems be inspected,
tested, and maintained by a qualified
Inspection Service.
Limited
Warranty
Products manufactured by Tyco Fire
Products are warranted solely to the
original Buyer for ten (10) years
against defects in material and work-
manship when paid for and properly
installed and maintained under normal
use and service. This warranty will ex-
pire ten (10) years from date of ship-
ment by Tyco Fire Products. No war-
ranty is given for products or
components manufactured by compa-
nies not affiliated by ownership with
Tyco Fire Products or for products and
components which have been subject
to misuse, improper installation, corro-
sion, or which have not been installed,
maintained, modified or repaired in ac-
cordance with applicable Standards of
the National Fire Protection Associa-
tion, andlor the standards of any other
Authorities Having Jurisdiction. Mate-
rials found by Tyco Fire Products to be
defective shall be either repaired or
replaced, at Tyco Fire Products' sole
option. Tyco Fire Products neither as-
sumes, nor authorizes any person to
assume for it, any other obligation in
connection with the sale of products or
parts of products. Tyco Fire Products
shall not be responsible for sprinkler
system design errors or inaccurate or
incomplete information supplied by
Buyer or Buyer's representatives.
TFP440
G
IN NO EVENT SHALL TYCO FIRE
PRODUCTS BE LIABLE, IN CON-
TRACT, TORT, STRICT LIABILITY OR
UNDER ANY OTHER LEGAL THE-
ORY, FOR INCIDENTAL, INDIRECT,
SPECIAL OR CONSEQUENTIAL
DAMAGES, INCLUDING BUT NOT
LIMITED TO LABOR CHARGES, RE-
GARDLESS OF WHETHER TYCO
FIRE PRODUCTS WAS INFORMED
ABOUT THE POSSIBILITY OF SUCH
DAMAGES, AND IN NO EVENT
SHALL TYCO FIRE PRODUCTS' L1- .' '", "
ABILITY EXCEED AN AMOUt'lT ^
EQUAL TO THE SALES PRICE" ,~l!l,L:\" ''<01,:[',1'
THE FOREGOING WARRANt}/J.:'iS":";"""
MADE IN LIEU OF ANY AND A'LB I, '
OTHER WARRANTIES EXPRESS OR
IMPLIED. INCLUDING WARRANTIES
OF MERCHANTABILITY AND FIT-
NESS FOR A PARTICULAR PUR-
E!Q.SE..
Ordering
Procedure
When placing an order, indicate the full
product name. Contact your local dis-
tributor for availability..
Sprinkler Assembly:
Series LFII (TY2596), K=4.2, Residen-
tial Concealed Pendent Sprinkler with-
out Cover Plate Assembly,
PIN 51-122-1-160.
Cover Plate Assembfy:
Cover Plate Assembly having a (spec-
ify) finish for the Series LFII (TY2596),
K=4.2, Residential Concealed Pen-
dent Sprinkler, PIN (specify).
Chrome. . . . . . . . . . . . . . . . .. PIN 56-122-9-135
Bright White...... . ... . . . .. PIN 56-122-4-135
Rat White.. _............. PIN 56-122-5-135
Custom..... _...... _ _.... PIN 56-122-X-135
Sprinkler Wrench:
Specify: W-Type 18 Sprinkler Wrench,
PIN 56-000-1-265.
TYCO ARE PROOVCTS. 451 North Cannon Avenue, lansdale, Pennsylvania 19446
'.
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. ......
@..POTIER
@
BELLS
PBA-AC & PBD-DC
Potter Electric Signal Company
2081 Craig Ad./P.O. Box 28480
St. Louis. MO 63146
(314)878~321/(800) 325-3936
,;1}i~~f::,'.'-&~!I'l:.:..,
r .... t;~.:.~:.,.:--.'O ~,:~'j.!!.J.~\~.. ......::~.:;;~::~ .....'.~.
:..... ....~ ,.,,'.:~:j::.;;'..~.~f...' 4i~=-~~. ..;::........!~.::...;/:-:.......:.:.
'.".' ~,"'~.'~"~~" ..,....-; .~c:::;r...:;~.(".~~~.. .-:'. "';~"'" ".
.~~;N:;~~}~}~irt~ ~~~~~~~~.ii~ti?:)$~.~.~. :..:.
::...... ~.~..:~: -.;.'.,.-'., .f)J'$t~1.; ;::.:;br.~~fi"] ::.... ..... >., ..:.: . . :.
..:.....".~.....\o.....v. .~~~"""~~~\~f.:.t"@';t. ..~.. .......~..... ,
6" BELL SIiOWN
Potter Electric Signal & Mfg. L TO
1967 Leslie Street .
Don Mills, Ontario, Canada M382M3
(416) 441-1833
UL LISTED, FM APPROVED
Sizes Avallable:@ 8.. and 10.
. -'"~ ."
;..
Voltages Available:
".
", ."
~
20VA
12VDC (102 to 15.6) Polarized.
24VDC (20.4 fo 312) Polarized
.0- .
, .
,O:r'._
Service Use: Fire Alarm
General Signaling
Burglar Alarm
Environment: Indoor or Outdoor Use (See Note 1)
-400 to 1 sooF (outdoor use require
weatherproof backbox)
Termination: 4 No. 18 AWG stranded wires
Finish: Red powder coating
Optional: Model B8K-1 weatherproof backbox
'hese vibrating type bells are designed for use as fire. burglar. or general signaling devices. They have low power
onsumption and high decibel ratings. The unit mounts on a standard 4- square electrical box for indoor use. or on a model
:8K-1 weatherproof backbox for outdoor applications.
ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:
SIZE VOLTAGE MODEL NO. STOCK NO. CURRENT (MAX) TYPICAL dB MINIMUM d8
C 10 FT. C 10 FT.
6 12VOC PBOI26 1706012 _12A 65 75
6 12VOC PeOI28 1708012 .12A 90 75
10 12VOC PB01210 1710012 .12A 92 75
6 24VOC PB0246 1706024 .06A 67 75
6 24VOC P80246 1708024 .06A 91 79
10 24VOC PB02410 1710024 _06A 94 79
6 24VAC PeA246 1806024 .17A 91 75
6 24VAC PBA246 1808024 .17A 94 75
. 10 24VAC P6A2410 1610024 .17A 94 75
. 6 120V AC P6A 1206 1806120 .OSA tl2 62
6 120VAC peA 1206 1808120 .OSA tlg 62
10 1 20V AC PBA12010 1610120 .OSA ~ 65
eathefproof backbox model SOK.l Stk. No. 1500001.
tcs:
UitWnum ~ ("I"'9~ .0'41 c..lcu<at.,d kO<n ....1"<}'..led ~ ptu....." .....uu<e<ne<1ls made .01 Uoo-....... lat>otalOlOes as ~...d .... ut SUoda'd 46-(. UL
~....tUl'e (.ano~ 'S .30" Co . so4r.
Typ<a.I <f8 ,.1(""01 .te c.lcul~(~ 'tom .-ne.a'SOfe""OOCs ~de --ith. c..ooveot~. I.01..If\d lev.. """"tOf.nd .te ~.ive of ouc:(>v( &ovofs tn an .Ch...... insuCU(iIIO<'.
INT€O IN USA
Mf<T .AArJl()(l1_ nrv V
"hr.,- 1 Of' ']
-
." .
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@..POITER
'otter Electric Signal Company
~081 Craig Road. P.O. Box 28480
it. Louis, MO 63146-4161
314) 878-4321 . (800) 325-3936
VSR-SF
VANE TYPE W A TERFLOW
FOR SMALL PIPE
ALARM SWITCH WITH RETARD
Potter Electric Signal & Mfg. L TO
1967 Leslie Street
Don Mitis, Ontario, Canada M382M3
(416) 441-1833
~
.,
:TK. NO. 1113000
I.S. PAT. NO. 3921989. CANADIAN PAT. NO. 1009680
ITHER PATENTS PENDING.
UI.... ULC, CSFM USTED and NYMEA ACCEPTED
Service Pressure:. Up to 250 PSI
MinImum Row Rate for Alarm: 10 GPM
MaxImum Surge: 18 FPS
Enclosure: Oie-<:ast" red enamel finish
Cover held in place with tamper resistant screws
Contact RatIngs: 2 sets of SPOT (Form C)
15.0 Amps at 12Sf2S0 V AC
2.0 Amps at 0-30 VOC
Conduit Entrances: 2 knockouts provided for 11'2" conduit
Usage: Usted Plastic. Copper and Schedule 40 Iron Pipe
Fits pipe sizes - 1". 11/4", and 1112"
Note: 8 paddles are fumishe<l with each unit.. one for each
pipe size of threaded Of sweat TEE. one for 1" CPVC.
and one for 1 112" poIybutyIene (CTS-COppertubing size)
Environmental Speclfications:
Suitable for indoor or outdoor use with factory installed
gasket and di~ housing.
NEMA 4 Rated Endosure - use with appropriate conduit fitting.
Temperature Range: 404 F/1204 F (4S C/494 C)
Caution: This device is not intended for applications in
explosive environments
Service Use:
Automatic Sprinkler
One or two family dwelling
Residential'occupancy up to four stories
National Fire Alann Code
NFPA.13
NFPA-130
NFPA-13R
NFPA-72
Optional: Cover Tamper Switch, oraer Stk.. No. 0090018
he Model VSR.SF is a vane type walerflow switch for use on wet
:>rinkler systems that use 1",1 1/4", or 1 112" pipe size. The unit
laY also be used as a sectional waterflow detector on large
(SIems.
he unit contains two single pole double throw snap action
",itches and an adjustable. instantly recyding pneumatic retard.
he switches are actualed when a flow of 10 gallons per minute or
ore occurs downstream of the device. The flow condition must
<is( for a period of time necessary to overcome the selected retard
~riod.
1ST Al.LA TlON: These devices may be mounted in horizontal or
~rticaf pipe. 00 horizontal pipe they should be installed on the top
de of the pipe where they will be accessible. The units should not
~ installed within 6" of a valve, drain or fitting which changes the
rection of the waterffow. The unit has a 1" NPT bushing for
reading into a noo-oorrosive TEE. See Fig. 2 for proper TEE
ze, type and instaltation.
-::rew the device into the TEE fitting as shown in Fig. 2. Care must
l tal<eo to property orient the device for the direction of waterflow.
The vane must nol rub the inside of the TEE or bind in any way.
The stem should move freely when operated by hand.
The device can also be used in copper or plastic pipe installations
with the proper adapters so that the specified TEE fitting may be
installed on the pipe run.
INSPECTION AND TESTING: Checl< the operation of the unit by
opening the inspector test valve at lhe end of Ule sprinkler line or
ttle drain and test coonection, if an inspectors test valve is not
provided.
It there are no provisions for testing the operation of the flow
. delectiorl device on the system, application of the VSR-SF is not
recommended or advisable
The frequency of the inspection and testing and its associated
protective monitoring system should be in accordance with the
applicable NFPA Codes and StandaTds and/or authority having
jurisc:flCtion (manu1acturer recommends quarterty or more
frequently).
RUffED eN USA
PAGE 1 Or: 2
'MKT. '8800003. REV J
MFG. ,S400802 .8J':lS
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