BLD2010-0521% .0 & 10 %J I I
Pr'oP'EXI Fire Sprinkler Adapter Tees
-�Pubmlttal Information
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Pa rt No. Ordered:
n9ineer: Date Submitted:
ontractor: Submitted By:
lanufacturer"s R��presentabve. Approved By:
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vi- NPT Tapped Hole
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aterial: 300 Ser'es Stainless Steel
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ProPEX8� Fire Sprinkler Adapter Tee is used in
.ijunction with the respective Reliable'9 Sprinkler to
vide a multi -purpose residential fire sprinkler
tem 1 . The system is installed with the cold -potable
tion of the Uponor plumbing system for residential
)lications. The connections are made with Uponor
PEX fittings. The fittings are designed for use only
-1 3/4 " Wirsbo AQUAPEXO tubin or I" Wirsbo AQUAPEX
ing in the Uponor AQUASAFE Looped System.
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IroPEX H re Sprinkler Adapter Tee, 3/4" PEX x 1/2" FNPT Q7527575 2.89 ft 1.41 Pf 2.25n 1.88 tr 2.50 11 0.408 lbs.
IroPEX Fire Sprinkler Adapter Tee, I" PEX x 1/2" FNPT Q7521050 3�61 it 1.5411 2.63 it 1.88 it 2�50 10 0.268 lbs.
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the appropriate Uponor ProPEX Ring Fo r the tubing. For more information, refer to the Uponor AQUASAFE:�� Looped System Installation
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ICSA B137.5,; ASTM F877,- ASTM F1960; UL 1821; ULC/ORD - C 199 P
UPC; NSPC; IRC; IMC; NPC of Canada
/NSF 14- and 61-cer-tified; ICC ESR 1099-1 HUD MR 1269; 1APMO 3558
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Plumb-Ing Systems Uponor, Inc. Uponor Ltd.
S925 148th Street West 6S5 Park Street
Apple Valley, MN 55124 USA Reginca, SK S4N SNI CANADA
Phone: (800) 321-4739 Phone: (888) 994-7726
Fax.- (952) 891-1409 Fax: (800) 638-9517
www.uponor-usa.com www.uponor.ca
Reliableo Sprinkler is a registered trademark of the Reliable Automatic Sprinkler Co., Inc.
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Final Calculations -Hazen-Williams
A-Pex Design Services, Inc. Page 6
WILLOWDALE WEST BLDG UNIT B -One Head Calculation (H.16) Date 7/21/2010 ;
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv '**"*" Notes *'*'�`
Point Qt Pf/Ft Eqv. Ln. Total Pf Pn
0
T.26
-2.92
0.862
0.0
15.000
9.891
to
150.0
0.0
0.0
3.465
T.27
4.14
0.0121
0.0
15.000
0.182 Vel = 2.28
T.27
0.0
0.862
1 Utb 0.8
18.000
13.538
to
150.0
0.0
2.000
0.0
T.22
4.14
0.0121
0.0
20.000
0.242 � Vel = 2.28
0.0
4.14
13.780
K Factor = 1.12
T.26
2.92
0.862
1 Utb 0.8
6.000
9.891
to
150.0
0.0
2.000
0.0
H.11
2.92
0.0064
0.0
8.000
0.051 Vel = 1.61
H.11
0.0
0.862
0.0
16.000
9.942
to
150.0
0.0
0.0
0.0
H.3
2.92
0.0064
0.0
16.000
0.102 Vel = 1.61
H.3
0.0
0.862
1 Utb 0.8
10.000
10.044
to
150.0
0.0
2.400
0.0
T.18
2.92
0.0063
0.0
12.000
0.076 Vel = 1.61
T.18
0.47
0.862
0.0
23.000
10.120
to
150.0
0.0
0.0
3.465
T.17
3.39
0.0084
0.0
23.000
0.194
Vel =
1.86
0.0
3.39
13.779
K Factor = 0.91
T.25
0.47
0.862
1 Utb
0.8
3.000
10.112
to
150.0
0.0
2.000
0.0
H.9
0.47
0.0002
0.0
5.000
0.001
Vel =
0.26
H.9
0.0
0.862
0.0
2.000
10.113
to
150.0
0.0
0.0
0.0
T.20
0.47
0.0005
0.0
2.000
0.001
Vel =
0.26
T.20
0.0
0.862
0.0
7.000
10.114
to
150.0
0.0
0.0
0.0
H.5
0.47
0.0001
0.0
7.000
0.001
Vel =
0.26
H.5
0.0
0.862
0.0
5.000
10.115
to
150.0
0.0
0.0
0.0
T.19
0.47
0.0002
0.0
5.000
0.001
Vel =
0.26
T.19
0.0
0.862
0.0
4.000
10.116
to
150.0
0.0
0.0
0.0
H.2
0.47
0.0002
0.0
4.000
0.001
Vel =
0.26
H.2
0.0
0.862
1 Utb
0.8
11.000
10.117
to
150.0
0.0
2.000
0.0
T.18
0.47
0.0002
0.0
13.000
0.003
Vel =
0.26
OA
0.47
10.120
K Factor = 0.15
T.24
13.00
1.054
1 T
2.44
11.000
14.025
to
150.0
OA
2.440
1732
S.1
13.0
0.0379
0.0
13.440
0.510
Vel =
4.78
S.1
0.0
1.61
2E
12.089
350.000
16.267
to
150.0
0.0
12.088
11.732
'Fixed
loss = 10
MTR
13.0
0.0048
0.0
362.088
1745
Vel =
2.05
Computer Programs by Hydratec Inc. Route 111 Windham N.H. U5A 03087
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Installation Guidelines
1. For Systems des ' ig'ned r'n accordance with NFPA 13,
13D and 13R, where specific UL Listed flows -are. not
required, cons'ult with the local Authority Havibg
Jurl*sdiction regarding the number of - design sprinklers
for sloped ceilings having pitch greater than Y,2 (9.4').
2. Installation of UL listed residential sr)rinklers, under
sloped ceilings shall be limite'd10 a typ. e of
unobstructed construction consistina of flat smooth
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cei'lings, as defined by NFPA 13, having a maximum
pitch of 4112 (1840) or 8/12 (33.7).
3. Where listed install hori*zontal sidewall sprinklers alon
the wall below the slor)ed ceHina when discharae
9
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is
directed across � e slope and install at- the peak below
the sloped ceiling when discharge j*s directed down the
slope. Always align the sprinkler deflector parallel with
the direction of the sloped ceiliong.
4. Residential HSW sprinklers located closedio the peak
of the ceiling shall have the defledtors loca'tedhot more
than 3 ft. (1m) vertically down from the peak.
A
5. Spacing of residential HSW sprinklers under. slop.ed
ceilings is measured along th'e s1ope'whe''n_'de'te'r . m ining
the distance off of walls and between sprinklers.
D. Measure listed areas of coverage along the sloped
ceiling. The actual floor coverage aroa will be less than
the listed area.
7b For coverage areas less than the listed mverag.e area
shown in Tables I through 6, use' thL:-% M'inimu'm' flow
requirement for next largest listed coverag- e- a.-rea.
_J
Minimum spacing between horizontal sidewall
sprinklers is 8 ft. (2.4 m). Minimum distance from a
horizontal sidewall sprinkler and an adjacent wall is 4
(102 mm).
Where installation of F1 Res 40 horizontal sidewall
sprinklers provide discharge across a slope having a
maximum pitch ot 8/12, F2 escutcheons may be used
for surface mounting only.
D. Hydraulic Requirements -
a. Fo r ' NFPA 13D Systems, the number of design
sprinklers shall include all sprinklers within a
compartment, u to a maxi -mum of two sprinklers
(whe ' re specific L Listed flows are required) that
requires the greatest hydraulic demana.
Excepfion: For F1 Res 40 horizontal sidewall
s n - nkler's, where discharge is directed across a
srope having a maximum pitch of 8/12 and the
compqrtment that requires the greatest hydraulic
demand is large enou h where three (3) or more
0 r
sprinklers are requi'redyor adequate coverag-e ' the
. 9 a
minimum number of desi'gn sprinklers within that
compartment shall be three (3), where specific UL
Listed flows are required.
b. For NFPA 13R Systems, the number of design
spr - inklers shall include all sprinklers within a
compartment, up to a maximum of four (4)
spM ' Hers (where specific UL Listed flows are
required), that requires the greatest hydraulic
demand.
c. For NFPA 13 systems, the design area shall be the
area that includes the four (4) hydraulically most
d andIng sprinklers. The minimum re uired
dischar�e from each of the four hydrauill'cally
demanciing sprinklers shall be the greater of the
following.-
(1) In accordance with the minimum flow rates
indicated by the, individual I.isfinps (that alrea'dy
'r 2,
will provide a minimum densi oi 0. 1 Q'PrrVft ),
(2) A calculated value base on d'61i'vering a
minimum of 0. 1 gpm/ft2 ov th design area.
I I Because of the varied nature of residential construction
features, there will be some compartment designs
which cannot be fully sprinklered in accordance with
NFPA 13, 13D, or 13R. In these instances, consult the
Authority Having Jurisdiction (AHJ) for guidance and
approval. This includes sloped ceilings having a pitch
greater than 8/12 (33.70).
12. Glass bulb sprinklers have orange bulb protectors to
minimize bulb damage during shipping, handling and
installation. REMOVE THIS PROTECTION AT THE TIME
THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR
FIRE PROTECTION. Removal of the protectors before
thi's time may leave the bulb vulnerable to damage.
RASCO wrenches are designed to install sprinklers
when covers are in place. REMOVE PROTECTORS BY
UNDOING I HE CLASP BY HAND. DO NOT USE
TOOLS TO REMOVE THE PROTECTORS.
equipment presented in this ' bulletin is to be Install.ed in accordance with the latest Pertinent Standards of the National Fire Pfolection Association, Factory Mutual Research
:>oration, or othef sim-11ar organizations and also wfth the provisions of governmental codes or ordinances, whenever applicable.
Jucts n-onufactured and distributed by RELIABLE have been protecting life and property tor over 80 years, and are installed and serviced by the mst highy quakfied and
gable sprinkler conLradors located br bughout the United States, Canada and foreign counines.
inufactured by
The Reliable Automatic Spn'nkler Co., Inc. 1Q Recycled
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Water Supply Curve (C)
A-Pex Design Services, Inc. Page 2
WILLOWDALE WEST BLDG UNIT C -Two Head Calculation (H.2 & H.1) Date 7/21/2010
City Water Supply
C1 -Static Pressure 55
C2 -Residual Pressure: 50
C2 -Residual Flow 300
150
140
130
P
120
R
110
E
100
g
90
S
80
�
70
R
60
E
50
40
30
20
10
C�Ya
D1
50 100 150 200 250 300
FLOWN ^ 1.85 )
350
�11
Demand:
D1 -Elevation 10.394
D2 -System Flow 26.0927
D2 -System Pressure 44.741
Hose (Adj City)
Hose (Demand)
D3 -System Demand 26.0927
Safety Margin 10.204
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
450
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