Specifications 1)7225 siv ,' iJv44w1 Rd(
„ 5ECENEll idi pa 0 LI - 6 1 '‘0
JUN 4 0 LUU r
F TIGARD
�® Fi re & Bui ,g D IvI S10 1`
Products
CENTRAL
Customer Service/Sales:
Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362 -0700 / (800) 523 -6512
Fax: (215) 362 -5385
Series TY -FRB — 5.6 and 8.0 K- factor
Extended Coverage Horizontal Sidewall Sprinklers
Quick & Standard Response (Light Hazard)
General tamed when exposed to corrosive at-
mospheres. Although corrosion resis-
tant coated sprinklers have passed the ;
Description standard corrosion tests of the appli -
The Series TY -FRB, 5.6,and 8.0 K -fac- cable approval agencies, the testing is g`
tor, Extended Coverage Horizontal
not representative of all possible cor -""
Sidewall Sprinklers are extended coy rosive atmospheres. Consequently, it . -- il
erage, decorative 3 mm glass bulb is recommended that the end user be
type spray sprinklers designed for use consulted with respect to the suitability )
in hydraulically calculated sprinkler of these coatings for any given corro- - : � :
y y p siv env i ron ment. The effects of ambi- . �G : , `y "
systems in light hazard, commercial '' ; ,
occupancies such as churches, res ent temperature, concentration of R.
taurant seating areas, hotels, educa chemicals, and gas /chemical velocity,
tional facilities, offices, etc. With their should be considered, as a minimum,
coverage up to 16 feet (4,9 m) wide by along with the corrosive nature of the
24 feet (7,3 m) long, they are designed chemical to which the sprinklers will be
d.
for installation along a wall or the side expose ..,
of a beam and just beneath a smooth
and level ceiling. Horizontal sidewall WARNINGS �
sprinklers are commonly used instead The Series TY FRB Sprinklers de
scribed herein must be installed and
of pendent or upright sprinklers due to '�
. '., ,, '' mil{ .^
aesthetics or building construction maintained in compliance with this �'
considerations, where piping across document, as well as with the a
ble standards of the National Fire Pro -
the ceiling is not desirable.
faction Association, in addition to the
The fast response thermal sensitivity standards of any other authorities hay-
rating of the Series TY -FRB, 3 mm Bulb ing jurisdiction. Failure to do so may "' " 7
Type Sprinklers provides for a quick impair the integrity of these devices. tant status, as well as the Design Cri-
response extended coverage The owner is responsible for maintain- teria Section pertaining to special de-
detailed for many of the coverage e areas
areas ing their fire protection system and de- sign considerations.)
detailed in Tables B and C. vices in proper operating condition.
The recessed version of the Series The installing contractor or sprinkler Maximum Working Pressure
TY -FRB Extended Coverage Horizon- manufacturer should be contacted 175 psi (12,1 bar)
tal Sidewall Sprinkler utilizes either a relative to any questions. Discharge Coefficient
two -piece Style 10 (1/2 inch NPT) or K = 5.6 GPM /psi (80,6 LPM /bar /
Style 40 (3/4 inch NPT) Recessed j m/� s � odel�sprinkl er K = 8.0 GPM /psi / (115,2 LPM /barll
cutcheon with 1/2 inch 12,7 mm of Y
recessed adjustment or up to 3/4 inch . Temperature Ratings
(19,1 mm) of total adjustment from the Identification Refer to Table A
flush sidewall position, or a two -piece Finishes
Style 20 (1/2 inch NPT) or Style 30 (3/4 Numbers Sprinkler: Refer to Table A `
inch NPT) Recessed Escutcheon with TY3332 - EC HSW, 5.6K, 1/2 "NPT Recessed Escutcheon: White Coated,
1/4 inch (6,4 mm) of recessed adjust- TY4332 - EC HSW, 8.0K, 3/4 "NPT Chrome Plated, or Brass Plated
ment or up to 1/2 inch (12,7 mm) of o
total adjustment from the flush sidewall Physical Characteristics F=
position. The adjustment provided by Technical Frame Bronze 0
the Recessed Escutcheon reduces the Button Brass /Copper 0
accuracy to which the fixed pipe Data Sealing Assembly ,
lengths to the sprinklers must be cut. Beryllium Nickel w/Teflont
Approvals
Corrosion resistant coatings, where UL and C -UL Listed. Bulb Glass o
applicable, are utilized to extend the FM and NYC Approved. Compression Screw Bronze d
life of copper alloy sprinklers beyond (Refer to Table A for complete approval Deflector Copper o
that which would otherwise be ob- information including corrosion resis- a-
Page 1 of 8 JANUARY, 2003 TFP296
.c z1GAA
tqCQ/ & Biid7,� i , ,1oN
vIL
Produc CENTRAL
Customer Service /Sales:
Technical Services: Tel:.(800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362-0700 / (800) 523-6512
Fax: (215) 362 -5385
Series DS -1 — 5.6 K- factor
Dry Type Sprinklers
Quick Response, Standard Coverage
standards of any other authorities hav-
General ing jurisdiction. Failure to do so may
impair the performance of these de- 11
Description vices. t
The Series DS 1, 5.6 K factor, Quick The owner is responsible for maintain -
Response, Standard Coverage, Dry ing their fire protection system and de
Type Sprinklers are decorative 3 mm vices in proper operating condition e .
glass bulb automatic sprinklers de- The installing contractor or sprinkler
manufacturer should be contacted
signed for the following typical uses:
with any questions. •
• where pendent sprinklers are re-
wired on dr i e s stems that The Series DS -1 Dry Type Sprinklers .
9 y p p y must only be installed in fittings that
are exposed to freezing tempera -
meet the requirements of the Design :
tures (e.g. sprinkler drops from un- =g
heated portions of buildings) Criteria section. i )
• where sprinklers and /or a portion }
of the connecting piping may be ode' /Sprinkler ,j _
exposed to freezing temperatures - - .- _
(e.g. sprinkler drops from wet sys- Identification
terns into freezers, sprinkler umbers
sprigs from wet systems into un-
heated attics, or horizontal piping ,.
extensions through a wall to pro- TY3235 - (Pendent)
tect an unheated area of a build- TY3135 - (Upright)
ing) TY3335 - (Horizontal Sidewall)
• where sprinklers are used on sys-
tems that are seasonably drained Technical ' `
to avoid freezing (e.g. vacation re-
sort areas) Data '
WARNINGS Approvals Physical Characteristics
The Series DS -1 Dry Type Sprinklers UL and C -UL Listed. Inlet Copper
described herein must be installed and FM and NYC Approved. Plug Copper
maintained in compliance with this (Refer to Table A) r
Yoke Stainless Steel
document, as well as with the applico Maximum Working Pressure Casing . . Galvanized Carbon Steel
ble standards of the National Fire Pro 175 psi (12,1 bar) Insert Bronze
tection Association, in addition to the
Inlet Thread Connection Bulb Seat Stainless Steel
1 inch NPT (Standard Order) Bulb Glass
IMPORTANT ISO 7 -R1 Compression Screw Bronze
Deflector Bronze
Always refer to Technical Data Discharge Coefficient Frame Bronze
Sheet TFP700 for the "INSTALLER K = 5.6 GPM /psi / Guide Tube Stainless Steel
WARNING" that provides cautions (80,6 LPM /bar / Water Tube Stainless Steel
with respect to handling and instal- Spring Stainless Steel
lation of sprinkler systems and corn Temperature Rating
p y Refer to Table A Sealing Assembly
ponents. Improper handling and in- Beryllium Nickel w/Teflon*
stallation can permanently damage Finishes Escutcheon Carbon Steel
a sprinkler system or its compo- Sprinkler Natural Brass, Chrome *Registered Trademark of DuPont
nents and cause the sprinkler to fail Plated, White Polyester
to operate in a fire situation or cause Escutcheon: White Coated or Chrome Patents
it to operate prematurely. Plated U.S.A. Patent No. 5,188,185
Page 1 of 8 APRIL, 2004 TFP51O
0 c‘-
0‘ � - ,\'\ o�
tq c 0/ Ffre&Bullding e CENTRAL
Products
Customer Service/Sales:
Technical Services: Tel: (800) 381 -9312 / Fax: (800) 791 -5500 Tel: (215) 362 -0700 / (800) 523 -6512
Fax: (215) 362 -5385
Series EC-8 — 0.0 K- factor
Extended Coverage (Light Hazard)
Pendent and Recessed Pendent Sprinklers
/± WARNINGS
General The Series EC -8 Extended Coverage
Sprinklers described herein must be / .
Description installed and maintained in compli- v `�`
ance with this document, as well as
The Series EC -8 Extended Coverage with the applicable standards of the r , , , �'°° " `'
Pendent Sprinklers are decorative National Fire Protection Association, . ,�
glass bulb sprinklers designed for use in addition to the standards of any `? : z� . •
in light hazard occupancies. They are other authorities having jurisdiction. IF.,
intended for use in automatic sprinkler Failure to do so may impair the integ-
systems designed in accordance with rity of these devices.
standard installation rules (e.g., NFPA .- i .
13) for a maximum coverage area of The owner is responsible for maintain r
400 ft (37,2 m as compared to the ing their fire protection system and de-
maximum coverage area of 225 ft2 vices in proper operating condition.
(20,6 m for standard coverage sprin The installing contractor or sprinkler
klers used in light hazard occupancies. manufacturer should be contacted
relative to any questions.
The recessed version of the EC -8, in - +;
tended for use in areas with a finished Model/Sprinkler ceiling, uses either the two -piece Style lI� .
30 or 40 Recessed Escutcheon. The ;. '
Style 30 Recessed Escutcheon pro- Ident ,
vides up to 1/2 inch (12,7 mm) of total
adjustment from the flush pendent po- N umber i'`
sition, whereas, the Style 40 provides_
3/4 inch (19,1 mm) of vertical adjust- TY4232 - Pendent, 8.0K
ment from the flush pendent position. TY4232 is a redesignation for C4232.
The adjustment provided by the Re-
cessed Escutcheons reduces the ac-
curacy to which the fixed pipe drops to Technical
the sprinklers must be cut.
Corrosion resistant coatings, where Data
applicable, are utilized to extend the Finish
life of copper alloy sprinklers beyond Ap Sprinkler: Refer to Table A
UL and C -UL Listed. FM Approved.
that which would otherwise be ob- Recessed Escutcheon: White Coated,
(Refer to Table A for complete approval
tained when exposed to corrosive at- Chrome Plated, and Brass Plated
mospheres. Although corrosion resis information including corrosion rests -
tant coated sprinklers have passed the tent status. The approvals apply to the Physical Characteristics
service conditions indicated in the De-
standard corrosion tests of the appli- Frame Bronze
cable approval agencies, the testing is sign Criteria section.) Button Bronze
not representative of all possible cor- Maximum Working Pressure Sealing Assembly
rosive atmospheres. Consequently, it 175 psi (12,1 bar) Beryllium Nickel w/Teflont
is recommended that the end user be Bulb Glass (3 mm dia.)
consulted with respect to the suitability Pi Thread Connection Compression Screw
of these corrosion resistant coatings 3/4 inch NPT Bronze
for any given corrosive environment. Discharge Coefficients Deflector Brass
The effects of ambient temperature, K = 8.0 GPM /psi
concentration of chemicals, and (115,2 LPM /barli t Registered trademark of DuPont
gas /chemical velocity, should be con- T emperature Ratings
sidered, as a minimum, along with the 135 °F /57 °C and 155 °F /68 °C
corrosive nature of the chemical to
which the sprinklers will be exposed.
Page 1 of 6 DECEMBER, 2003 TFP223
•
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W ECE VED
JUi���200
• CITY OF TIGARD
BUILDING DIVISION
_ _ _ Fire Protection by Computer Design
•
AFP SYSTEMS INC.
19435 SW 129th AVENUE
TUALATIN OREGON 97062
692 -9284
Job Name : SW CHURCH OF CHRIST
Building : CHURCH
Location : 9725 SW DURHAM ROAD
System : ONE
Contract :
Data File : 4077- SW.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pa e 1
AFP SYSTEMS INC. 9
SW CHURCH OF CHRIST Date 062804
Hydraulic Design Information Sheet
Name - SW CHURCH OF CHRIST Date - 06- 26, - 04
Location - 9725 SW DURHAM ROAD
Building - CHURCH System No. - ONE
Contractor - AFP SYSTEMS, INC. Contract No. -
Calculated By - LANCE CARLSON Drawing No. -
Construction: (X) Combustible (X) Non - Combustible Ceiling Height - 14 -6, 8
Occupancy - LIGHT HAZARD (O.H. FOR KITCHEN & MECH. ROOM)
S (X) NFPA 13 (X) Lt. Haz. Ord.Haz.Gp. (X) 1 ( ) 2 ( ) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve
S Other
T Specific Ruling Made By Date
E
M Area of Sprinkler Operation - 1025 System Type Sprinkler /Nozzle
Density - .10 (X) Wet Make TYCO
D Area Per Sprinkler - VARIES ( ) Dry Model
E Elevation at Highest Outlet - 14.5 ( ) Deluge Size
S Hose Allowance - Inside - ( ) Preaction K- Factor
I Rack Sprinkler Allowance - ( ) Other Temp.Rat.
G Hose Allowance - Outside - 100
N
Note
Calculation Flow Required - Press Required - At Test
Summary C- Factor Used: Overhead Underground
W Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - 5 -28 -98 Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press = 88 @ Press -
R Residual Press - 80 Elev. - Well
Flow - 1694 Proof Flow
S Elevation - 0
U
P Location - 97235 SW DURHAM ROAD
P
L Source of Information - TIGARD WATEWR DEPARTMENT
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled % Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
O C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Water Supply Curve (C)
AFP SYSTEMS INC. Page 2
SW CHURCH OF CHRIST Date 062804
City Water Supply:
C1 - Static Pressure : 88 PSI
C2 - Residual Pressure: 80 PSI
C2 - Residual Flow : 1694 GPM
150
D1 - Elevation : 3.681 PSI
140 D2 - System Flow : 331.67 GPM
D2 - System Pressure : 74.020 PSI
130 Hose (Adj City) : GPM
Hose ( Demand) • GPM
P 120 D3 - System Demand : 331.67 GPM
Safety Margin : 13.588 PSI
R 110
E 100
S 90 1 C1
C2
s 80 I U2
U 70
R 60
E 50
40
30
20
10
200 400 600 800 1000 1200 1400 1600 1800
FLOW (N "1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
AFP SYSTEMS INC. Page 3
SW CHURCH OF CHRIST Date 062804
6 29.61 7 59.45 8 - 89.85 122
106 - 16.39 129 4- 16.39 130 16.39 131 4- 16.39 132 4- 16.39 107
2 - 27.12 127 27.12 12B - 27.12 81 '.
123 -- 23.51 124 23 12 5 - 23 12 6 23.51 88
3 29.39 4 58.30 5 - 88.67 121 88.67 122 178.5290
120 23.90 95
I 47.66
117 36.50 118 - 36.50 107 -. 2.55 119 --• 2.55 96
j 84.16 l 18.09
114 -- 24.16 115 24.16 106 - 8.83 103 -- 28.36 102 25.04 116 25.04 97
1.49 1 70.16
111 - 21.32 112 21.32 105 7 104 72.17 101 18.72 113 18.72 98
108 15.82 109 15.82 110 -- 15.82 99
92 - 123.35111 •• 102.03 1 0 2 48.62 103 68.15 108 4- 52.34 104 -. 12.51 105 149 106 18.09 107 - 73.53 1 0 0
1 4 26.03 78 26,03 79 ..-- 26.03 80 ..- 26.03 81 4- 53.15 123 '- 29.64 82 29.64 83 •- 29.64 84 4- 29.64 85 29.64 86 29.64 87
BASK 4- 140 . 78 101 231. 331.67 BF1 331.67 TEST
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
AFP SYSTEMS INC. Page 4
SW CHURCH OF CHRIST Date 062804
87 «- 29.64 88 53.15 89 — 53.15 BF4 53.15 BF3 53.15 90 4- 231.6791 •- 231.6792 108.32 84.16 117 •- 47.66 120 23.77 93
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Diagram
AFP SYSTEMS INC. Page 5
SW CHURCH OF CHRIST Date 062804
93 23.77 94 4- 23.77 95 47.66 96 -- 45.11 97 -- 70.16 98 4- 51.44 99 ..- 67.26 100 1 BASR
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
AFP SYSTEMS INC. Page 6
SW CHURCH OF CHRIST Date 062804
•
Fitting Legend
Abbrev. Name
A Dry Pipe Valve
B Generic Butterfly Valve
C Roll Groove Coupling
D Dry Pipe Valve
E 90' Standard Elbow
F 45' Elbow
G Gate Valve
H 45' Grvd -Vic Elbow
I 90' Grvd -Vic Elbow
J 90' Grvd -Vic Tee
K Detector Check Valve
L Long Turn Elbow
M Medium Turn Elbow
N PVC Standard Elbow
O PVC Tee Branch
P PVC 45' Elbow
Q Flow Control Valve
R PVC Coupling /Run Tee
S Swing Check Valve
T 90' Flow thru Tee
U 45' Firelock Elbow
✓ 90' Firelock Elbow
W Wafer Check Valve
X 90' Firelock Tee
Y Mechanical Tee
Z Flow Switch
•
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Summary
AFP SYSTEMS INC. Page 7
SW CHURCH OF CHRIST Date 062804
Unadjusted Fittings Table ;:.
1/2 3/4 1 1 1/4 1 1/2 2 2 1/2 3 3 1/2 4
A 9.5 17.0 28.0
B 7.0 10.0 12.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 9.5 17.0 28.0
E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0
G 1.0 1.0 1.0 1.0 2.0
H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5
I 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0
J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0
K 14.0 14.0
L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0
M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0
N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0
O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0
P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0
•
Q 18.0 29.0 35.0
R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0
S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0
T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0
U 1.8 2.2 2.6 3.4
✓ 3.5 4.3 5.0 6.8
W 10.3
•
X 8.5 10.8 13.0 16.0
Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0
Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0
5 6 8 10 12 14 16 18 20 24
A 47.0
B 9.0 10.0 12.0 19.0 21.0
C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
D 47.0
E 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
F 5.0 7.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0
G 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0
H 4.5 5.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0
I 8.5 10.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0
J 21.0 25.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0
K 36.0 55.0 45.0
L 8.0 9.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0
M 10.0 12.0 16.0 19.0 22.0
N
0
P
Q 33.0
R
S 27.0 32.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0
T 25.0 30.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0
U 4.2 5.0 5.0
✓ 8.5 10.0 13.0
W 13.1 31.8 35.8 27.4
X 21.0 25.0 33.0
Y
Z 12.0 14.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD .
AFP SYSTEMS INC. Page 8
SW CHURCH OF CHRIST Date 062804
Node Elevation K Pt Pn Flow Density Area Press
No. Actual Actual Req.
6 14.0 5.6 27.96 na 29.61 .1000 260.00 21.600
7 14.0 5.6 28.38 na 29.83 .1000 260.00 - 21.600
8 15.0 5.6 29.47 na 30.4 .1000 260.00 21.600
106 14.5 57.45 na
129 14.5 57.46 na
130 14.5 57.54 na
131 14.5 57.55 na
132 14.5 57.9 na
2 8.5 5.6 23.46 na 27.12 .1000 260.00 21.600
127 14.5 21.53 na
128 14.5 21.87 na
123 14.5 25.78 na
124 14.5 26.19 na
125 14.5 27.4 na
126 14.5 27.67 na
3 15.0 5.6 27.54 na 29.39 .1000 260.00 21.600
4 18.0 5.6 26.65 na 28.91 .1000 260.00 21.600
5 15.0 5.6 29.42 na 30.38 .1000 260.00 21.600
121 14.5 37.5 na
122 14.5 37.74 na
120 14.5 56.24 na •
117 14.5 56.18 na
118 14.5 58.51 na
107 21.25 56.44 na
119 14.5 59.32 na
114 14.5 55.92 na
115 14.5 57.05 na
103 27.0 51.96 na
102 27.0 51.32 na
116 14.5 58.17 na
111 14.5 56.23 na
112 14.5 57.13 na
105 27.0 52.03 na
104 27.0 52.08 na
101 27.0 55.67 na
113 14.5 60.24 na
108 14.5 57.4 na
109 14.5 57.9 na
110 14.5 59.12 na
92 14.5 55.88 na
1 8.5 5.6 21.6 na 26.03 .1000 260.00 21.600
•
78 14.5 19.62 na
79 14.5 19.92 na
80 14.5 21.26 na
81 14.5 23.53 na
82 14.5 27.03 na
83 14.5 27.03 na
84 14.5 27.52 na
85 14.5 27.52 na
86 14.5 28.01 na
87 14.5 28.01 na
88 14.5 28.18 na
89 14.5 28.72 na
BF4 0.16 37.02 na
BF3 0.16 50.57 na
90 14.5 44.41 na
91 14.5 48.64 na
93 14.5 56.25 na
94 14.5 59.1 na
95 14.5 59.11 na
96 14.5 59.31 na
97 14.5 59.39 na
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary 7 Standard .
AFP SYSTEMS INC. Page 9
SW CHURCH OF CHRIST Date 062804
Node Elevation K'Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
98 14.5 59.53 na
99 14.5 59.62 na
100 14.5 59.79 na
TASR 9.5 62.63 na
BASR 0.5 66.72 na
BF2 0.0 67.94 na 100.0
BF1 0.0 73.96 na
TEST 0.0 74.02 na
The maximum velocity is 15.56 and it occurs in the pipe between nodes 8 and 122
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
. Final Calculations - Standard
AFP SYSTEMS INC. Page 10
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dia, Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
6 29.61 1.536 10.000 27.962 K Factor = 5.60
to 120 0.0 0.0
7 29.61 0.0420 10.000 0.420 Vel = 5.13
7 29.84 1.536 10.000 28.381 K Factor = 5.60
to 120 0.0 -0.433
8 59.45 0.1524 10.000 1.524 Vel = 10.29
8 30.40 1.536 1T 10.108 14.500 29.473 K Factor = 5.60
to 120 10.108 0.217
122 89.85 0.3273 24.608 8.054 Vel = 15.56
0.0
89.85 37.744 K Factor = 14.62
106 16.39 2.703 1E 9.325 3.500 57.447
to 120 9.325 0.0
129 16.39 0.0009 12.825 0.011 Vel = 0.92
129 0.0 1.536 1E 5.054 1.000 57.458
to 120 5.054 0.0
130 16.39 0.0140 6.054 0.085 Vel = 2.84
130 0.0 2.703 5.000 57.543
to 120 0.0 0.0
131 16.39 0.0008 5.000 0.004 Vel = 0.92
131 0.0 1.398 1T 6.391 9.500 57.548
to 120 6.391 0.0
132 16.39 0.0222 15.891 0.353 Vel = 3.43
132 0.0 1.536 2E 5.054 83.410 57.901
to 120 1T 10.108 20.216 -2.923
107 16.39 0.0141 103.626 1.457 Vel = 2.84
0.0
16.39 56.435 K Factor = 2.18
2 27.12 1.069 1E 2.193 1.000 23.458 K Factor = 5.60
to 120 2.193 -2.599
127 27.12 0.2086 3.193 0.666 Vel = 9.69
127 0.0 1.536 1E 5.054 4.500 21.526
to 120 5.054 0.0
128 27.12 0.0357 9.554 0.341 Vel = 4.70
128 0.0 1.069 1T 5.482 2.500 21.867
to 120 5.482 0.0
81 27.12 0.2085 7.982 1.664 Vel = 9.69
0.0
27.12 23.531 K Factor = 5.59
123 23.51 1.398 1T 6.391 3.000 25.783
to 120 6.391 0.0
124 23.51 0.0433 9.391 0.407 Vel = 4.91
124 0.0 1.536 2E 5.054 34.200 26.190
to 120 10.108 0.0
125 23.51 0.0274 44.308 1.214 Vel = 4.07
125 0.0 1.398 1E 3.195 3.000 27.404
to 120 3.195 0.0
126 23.51 0.0433 6.195 0.268 Vel = 4.91
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard .
•
AFP SYSTEMS INC. Page 11
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes *** * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
126 0.0 1.536 1T 10.108 8.250 27.673
to 120 10.108 0.0
88 23.51 0.0274 18.358 0.503 Vel = 4.07
0.0
23.51 28.176 K Factor = 4.43
3 29.39 1.536 10.000 27.538 K Factor = 5.60
to 120 0.0 -1.299
4 29.39 0.0414 10.000 0.414 Vel = 5.09
4 28.91 1.536 10.000 26.652 K Factor = 5.60
to 120 0.0 1.299
5 58.3 0.1470 10.000 1.470 Vel = 10.09
5 30.37 1.536 1T 10.108 14.500 29.422 K Factor = 5.60
to 120 10.108 0.217
121 88.67 0.3194 24.608 7.859 Vel = 15.35
121 0.0 2.703 12.000 37.498
to 120 0.0 0.0
122 88.67 0.0203 12.000 0.244 Vel = 4.96
122 89.85 2.703 2E 9.325 33.700 37.743
to 120 2T 18.651 55.952 0.0
90 178.52 0.0743 89.652 6.664 Vel = 9.98
0.0
178.52 44.407 K Factor = 26.79
120 23.90 1.536 2T 10.108 81.500 56.240
to 120 20.216 0.0
95 23.9 0.0282 101.716 2.873 Vel = 4.14
0.0
23.90 59.113 K Factor = 3.11
117 36.50 1.398 1T 6.391 17.500 56.177
to 120 6.391 0.0
118 36.5 0.0978 23.891 2.336 Vel = 7.63
118 0.0 1.536 1E 5.054 8.620 58.513
to 120 5.054 -2.923
107 36.5 0.0618 13.674 0.845 Vel = 6.32
107 -39.05 1.536 1E 5.054 74.370 56.435
to 120 5.054 2.923
119 -2.55 - 0.0005 79.424 -0.036 Vel = 0.44
119 0.0 1.398 1T 6.391 17.500 59.323
to 120 6.391 0.0
96 -2.55 - 0.0007 23.891 -0.017 Vel = 0.53
0.0
-2.55 59.306 K Factor = -0.33
114 24.16 1.398 1T 6.391 18.500 55.919
to 120 6.391 0.0
115 24.16 0.0456 24.891 1.135 Vel = 5.05
115 0.0 1.536 1E 5.054 8.620 57.053
to 120 5.054 0.0
106 24.16 0.0288 13.674 0.394 Vel = 4.18
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
AFP SYSTEMS INC. Page 12
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
106 -32.99 1.536 16.330 57.447
to 120 0.0 -5.414
103 -8.83 - 0.0045 16.330 -0.073 Vel = 1.53
103 -19.53 1.536 16.410 51.960
to 120 0.0 0.0
102 -28.36 - 0.0388 16.410 -0.636 Vel = 4.91
102 53.40 1.536 1E 5.054 41.620 51.324
to 120 5.054 5.414
116 25.04 0.0308 46.674 1.437 Vel = 4.34
116 0.0 1.398 1T 6.391 18.500 58.175
to 120 6.391 0.0
97 25.04 0.0487 24.891 1.212 Vel = 5.23
0.0
25.04 59.387 K Factor = 3.25
111 21.32 1.398 1T 6.391 18.500 56.234
to 120 6.391 0.0
112 21.32 0.0362 24.891 0.900 Vel = 4.46
112 0.0 1.536 1E 5.054 8.620 57.134
to 120 5.054 -5.414
105 21.32 0.0229 13.674 0.313 Vel = 3.69
105 -14.00 1.536 16.330 52.033
to 120 0.0 0.0
104 7.32 0.0032 16.330 0.052 Vel = 1.27
104 64.85 1.536 16.410 52.085
to 120 0.0 0.0
101 72.17 0.2182 16.410 3.581 Vel = 12.50
101 -90.89 1.536 1E 5.054 41.620 55.665
to 120 5.054 5.414
113 -18.72 - 0.0180 46.674 -0.839 Vel = 3.24
113 0.0 1.398 1T 6.391 18.500 60.240
to 120 6.391 0.0
98 -18.72 - 0.0284 24.891 -0.708 Vel = 3.91
0.0
-18.72 59.532 K Factor = -2.43
108 15.82 1.398 1T 6.391 17.500 57.402
to 120 6.391 0.0
109 15.82 0.0208 23.891 0.498 Vel = 3.31
109 0.0 1.536 2E 5.054 83.000 57.899
to 120 10.108 0.0
110 15.82 0.0132 93.108 1.226 Vel = 2.74
110 0.0 1.398 1T 6.391 17.500 59.125
to 120 6.391 0.0
99 15.82 0.0208 23.891 0.498 Vel = 3.31
0.0
15.82 59.623 K Factor = 2.05
92 123.35 2.703 9.540 55.876
to 120 0.0 0.0
111 123.35 0.0375 9.540 0.358 Vel = 6.90
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
AFP SYSTEMS INC. Page 13
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dial. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
111 -21.32 2.703 1E 9.325 9.750 56.234
to 120 9.325 -5.414
102 102.03 0.0264 19.075 0.504 Vel = 5.70
102 -53.41 1.536 1E 5.054 1.000 51.324
to 120 5.054 0.0
103 48.62 0.1051 6.054 0.636 Vel = 8.42
103 19.53 2.703 2.250 51.960
to 120 0.0 5.414
108 68.15 0.0124 2.250 0.028 Vel = 3.81
108 -15.81 2.703 1E 9.325 3.250 57.402
to 120 9.325 -5.414
104 52.34 0.0077 12.575 0.097 Vel = 2.93
104 -64.85 1.536 1E 5.054 1.000 52.085
to 120 5.054 0.0
105 -12.51 - 0.0086 6.054 -0.052 Vet = 2.17
105 14.00 2.703 6.000 52.033
to 120 0.0 5.414
106 1.49 0.0 6.000 Vel = 0.08
106 16.60 1.536 1E 5.054 88.080 57.447 .
to 120 2T 10.108 25.270 -2.923
107 18.09 0.0169 113.350 1.913 Vel = 3.13
107 55.44 2.703 1E 9.325 2.000 56.435
to 120 1T 18.651 27.976 2.923
100 73.53 0.0144 29.976 0.432 Vel = 4.11
0.0
73.53 59.790 K Factor = 9.51
1 26.03 1.069 1E 2.193 1.000 21.600 K Factor = 5.60
to 120 2.193 -2.599 •
78 26 :03 0.1932 3.193 0.617 Vel = 9.30
78 0.0 1.536 1E 5.054 4.000 19.618
to 120 5.054 0.0
79 26.03 0.0330 9.054 0.299 Vel = 4.51
79 0.0 1.191 1T 9.279 2.500 19.918
to 120 9.279 0.0
80 26.03 0.1142 11.779 1.345 Vel = 7.50
80 0.0 1.536 2E 5.054 58.500 21.262
to 120 10.108 0.0
81 26.03 0.0331 68.608 2.269 Vel = 4.51
81 27.12 1.536 1E 5.054 13.120 23.531
. to 120 5.054 0.0
123 53.15 0.1239 18.174 2.252 Vel = 9.20
123 -23.51 1.536 1E 5.054 14.540 25.783
to 120 1T 10.108 15.162 0.0
82 29.64 0.0421 29.702 1.249 Vel = 5.13
82 0.0 2.703 0.500 27.033
to 120 0.0 0.0
83 29.64 0.0020 0.500 0.001 Vel = 1.66
83 0.0 1.536 11.540 27.034
to 120 0.0 0.0
84 29.64 0.0420 11.540 0.485 Vel = 5.13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard .
AFP SYSTEMS INC. Page 14
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dia Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
84 0.0 2.203 0.450 27.519
to 120 0.0 0.0
85 29.64 0.0067 0.450 0.003 Vel = 2.49
85 0.0 1.536 11.540 27.523
to 120 0.0 0.0
86 29.64 0.0420 11.540 0.485 Vel = 5.13
86 0.0 2.203 0.450 28.008
to 120 0.0 0.0
87 29.64 0.0067 0.450 0.003 VeI = 2.49
87 0.0 1.536 3.910 28.011
to 120 0.0 0.0
88 29.64 0.0419 3.910 0.164 Vel = 5.13
88 23.51 1.728 1E 5.645 2.120 28.176
to 120 5.645 0.0
89 53.15 0.0698 7.765 0.542 Vel = 7.27
89 0.0 1.398 1E 3.195 7.500 28.718
to 120 3.195 6.211
BF4 53.15 0.1960 10.695 2.096 Vel = 11.11
BF4 0.0 1.728 2E 5.645 10.830 37.024
to 120 11.290 12.000 * Fixed loss = 12
BF3 53.15 0.0698 22.120 1.544 Vel = 7.27
BF3 0.0 2.703 6.160 50.569
to 120 0.0 -6.211
90 53.15 0.0080 6.160 0.049 Vel = 2.97
90 178.52 2.703 1T 18.651 16.500 44.407
to 120 18.651 0.0
91 231.67 0.1204 35.151 4.232 Vel = 12.95
91 0.0 3.314 4E 10.191 77.750 48.639
to 120 2T 21.838 84.442 0.0
92 231.67 0.0446 162.192 7.237 Vel = 8.62
92 - 123.35 2.703 1.450 55.876
to 120 0.0 0.0
114 108.32 0.0297 1.450 0.043 Vel = 6.06
114 -24.16 2.703 14.000 55.919
to 120 0.0 0.0
117 84.16 0.0185 14.000 0.259 Vel = 4.71
117 -36.50 2.703 9.750 56.177
to 120 0.0 0.0
120 47.66 0.0065 9.750 0.063 Vel = 2.66
120 -23.89 2.703 8.000 56.240
to 120 0.0 0.0
93 23.77 0.0018 8.000 0.014 Vel = 1.33
93 0.0 1.536 2T 10.108 81.500 56.255
to 120 20.216 0.0
94 23.77 0.0280 101.716 2.844 Vel = 4.12
94 0.0 2.703 8.000 59.098
to 120 0.0 0.0
95 23.77 0.0018 8.000 0.014 Vel = 1.33
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
• Final Calculations - Standard •
AFP SYSTEMS INC. Page 15
SW CHURCH OF CHRIST Date 062804
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /UL Eqv. Ln. Total Pf Pn
95 23.89 2.703 2E 9.325 11.250 59.113
to 120 18.651 0.0
96 47.66 0.0065 29.901 0.193 Vel = 2.66
96 -2.55 2.703 14.000 59.306
to 120 0.0 0.0
97 45.11 0.0059 14.000 0.082 VeI = 2.52
97 25.05 2.703 11.000 59.387
to 120 0.0 0.0
98 70.16 0.0132 11.000 0.145 Vel = 3.92
98 -18.72 2.703 12.000 59.533
to 120 0.0 0.0
99 51.44 0.0074 12.000 0.089 Vel = 2.88
99 15.82 3.314 1T 21.838 15.330 59.622
to 120 21.838 0.0
100 67.26 0.0045 37.168 0.168 Vel = 2.50
100 73.52 3.314 2E 10.191 17.580 59.790
to 120 20.383 2.166
TASR 140.78 0.0178 37.963 0.674 Vel = 5.24
TASR 0.0 3.314 1G 1.456 9.500 62.630
to 120 1.456 3.898
BASR 140.78 0.0178 10.956 0.195 Vel = 5.24
BASR 0.0 4.1 1T 29.067 45.120 66.722
to 140 1E 14.534 43.601 - 11.477
101 140.78 0.0047 88.721 0.420 Vel = 3.42
101 90.89 6.16 1E 20.084 333.790 55.665
to 140 20.084 11.694
BF2 231.67 0.0016 353.874 0.580 Vel = 2.49
BF2 100.00 6.16 8.000 67.939 Qa = 100.00
to 140 0.0 6.000 * Fixed loss = 6
BF1 331.67 0.0031 8.000 0.025 Vel = 3.57
BF1 0.0 6.16 17.410 73.964
to 140 0.0 0.0
TEST 331.67 0.0032 17.410 0.055 Vel = 3.57
.0
331.67 74.019 K Factor = 38.55
Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087