BLD20171792 (2)III III III
OF E MOAN
CITY OF EDMONDS
121 5TH AVENUE NORTH - EDMONDS, WA 98020
�°e. 1890
PHONE: (425) 771-0220 - FAX: (425) 771-0221
STATUS: ISSUED 12/28/2017 Permit #: BLD20171792
BUILDING PERMIT
Expiration Date: 12/28/2018 _ -Project Address: 23928 104TH AVE W,_EDMONDS,
Parcel No: 00452700000500
SELECT HOMES INC. ADVANCED PLUMBING ADVANCED PLUMBING
16931 13TH AVE N 4107 1822 BICKFORD AVE #D 1822 BICKFORD AVE #D
LYNNWOOD, WA 98037 SNOHOMISH, WA 98296- SNOHOMISH, WA 98296-
(206)963-3787 (425)348-5100 (425)348-5100
LICENSE #: ADVANPL917LS EXP:06/10/2019
O: DESCRtPTION
FIRE SPRINKLER INSTALL FOR SFR IL III A
VALUATION: $0 FlnvAL
PERMIT TYPE: Residential
PERMIT GROUP: 30 - ` parr
GRADING: N CYDS: 0
TYPE OF CONSTRUCTION:
RETAINING WALL ROCKERY:
OCCUPANT GROUP:
OCCUPANT LOAD:
FENCE: 0 X 0 FT.
CODE: 2015
OTHER: ------- OTHER DESC:
ZONE:
NUMBER OF STORIES: 0
1 VESTED DATE:
NUMBER OF DWELLINGUNITS: 0
ILOT #:
MS'ITNG AREA
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
PROPOSED
BASEMENT: 0 1 ST FLOOR: 0 2ND FLOOR: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
3RD FLOOR: 0 GARAGE: 0 DECK: 0 OTHER: 0
BEDROOMS- 0 BATHROOMS: 0
BEDROOMS: 0 BATHROOMS: 0
FRONTS;.FRONTSMACK SIDESETBACK
REQUIRED: PROPOSED: REQUIRED: PROPOSED: REQUIRED: PROPOSED:
HEIGHT ALLOWED:O PROPOSED:O REQUIRED: PROPOSED:
SETBACK NOTES:
I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO
PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION
INSURANCE AND RCW 18:27.
THIS APPLIPATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID.
` IZIA)V.. fir, Ff At (,4w , _N 1 Z -21;3 -1 �C'% L(J /2/Z8/2_0/7
SignaturW Print Name ' Date Released By L11 Date
ATTENTION
IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL ORA CERTIFICATE OF
OCCUPANCY HAS BEEN GRANTED. UBC109/ IBCI 10/ IRCI 10.
= FIRE = APPLKCANT = ASSESSOR = Ciry
r Z 1
!t
STATUS: ISSUED
BLD20171792
• Final approval on a project or final occupancy approval must be granted by the Building Official prior to use or occupancy of
the building or structure. Check the job card for all required City inspections including final project approval and final
occupancy inspections.
• Any request for alternate design, modification, variance or other administrative deviation (hereinafter "variance") from
adopted codes, ordinances or policies must be specifically requested in writing and be called out and identified. Processing
fees for such request shall be established by Council and shall be paid upon submittal and are non-refundable.
• Approval of any plat or plan containing provisions which do not comply with city code and for which a variance has not been
specifically identified, requested and considered by the appropriate city official in accordance with the appropriate provision
of city code or state law does not approve any items not to code specification.
• Sound/Noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits
of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on weekdays and 10:00am and 6:00pm on Saturdays, excluding
Sundays and Federal Holidays. At all other times the noise originating from construction sites/activities must comply with the
noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120.
• Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold
harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of
whatever nature, arising directly or indirectly from the issuance for this permit. Issuance ofthis permit shall not be deemed to
modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance
provision.
THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY
CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES, ETC.) WILL REQUIRE SEPARATE PERMISSION. PERMrr
TIME LIMIT: SEE ECDC 19.00.005(A)(6)
BUILDING
ENGINEERING (425) 771-0220 EXT. 1326
1. Go to: www.edmondswa.gov
Building Department Inspections
2. Then: Services
are now scheduled online. If you
FIRE (425) 775-7720
3. Then: Permits/Development
have difficulties, please call the
4. Then: Online Permit Info
Building Department front desk for
PUBLIC WORKS (425) 771-0235
5: If you don't have one already, create a
assistance during office hours.
login (upper right hand comer)
(425) 771-0220
RECYCLING (425) 275-4801
6: Schedule your inspection
When calling for an inspection please leave the following information: Permit Number, Job Site Address, Type of Inspection
being requested, Contact Name and Phone Number, Date Preferred, and whether you prefer morning or afternoon.
• F-Fire Sprinkler Insulation
• F-Fire Sprinkler Bucket Test
• F-Fire Sprinkler Pressure Test
• F-Fire Sprinkler Acceptance
• F-Fire Final
r
I DEVELOPMENT SERVICES
RESIDENTIAL BUILDING PERMIT
APPLICATION
Est 1 g9p 121 5`s Avenue N, Edmonds, WA 98020
City of Edmonds Phone 425.771.0220 Q Fax 425.771.0221
PLEASE REFER TO THE RESIDENTIAL BUILDING CHECKLIST FOR SUBMITTAL REQUIREMENTS
PROJECT ADD]" (Street, Suite #, City State, Zip):
Parcel #:
Subdivision/Lot #:
Project Valuation: $
i►�.v�
APPLICANT: dv�cd p1mb
Address (Street City, tate, Zi ):
VA W5hpIIIWQ q0jq0
Ph ne:
Fax:
E-Mail Address:
Q Ir I
PROPERTY OWNER:C I WN
�Phone:Address
(Street, City, State, Zip):
ou a
E-Mail Address:
_
LENDING AGENCY:
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
CONTRACTOR f /
U d V 7 b)l d
Phone:
Fax:
Address (Street, City, State, Zip):
E-Mail Address:
*Contractor must have a valid City of Edmonds business license prior to
doing work in the City. Contact the City Clerk's Office at 425.775.2525
WA State License #/Exp. Date:
ADVA W QL01L
City Business License #/Exp. Date-
2 AA
DETAIL THE SCOPE OF WORK:
PROPOSED NEW SQUARE FOOTAGE
FOR THIS PROJECT:
Basement: s . ft.
Select Basement Type: Finished LJ Unfinished
1" Floor: s . ft.
Garage/Carport: ft.
2°d Floor: s . ft.
.—sq.
Deck/Cvrd Porch/Patio: s . ft.
Bedrooms # Full-3/4 Bath # Half -Bath #
Other: sq. ft.
Fire Sprinklers: Yes
No
LJ
Retaining Wall: Yes No 11
Grading: Cut cu. yds. Fill cu.yds.
Cut/Fill in Critical Area: Yes LJ No 17
I declare under penalty of perjury laws that the information I have provided on this form/application is true, correct and
complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to
the City of Edmonds.
6Print Name: Owner ❑ Agent/Other (specify):
Signature: Date: � q
)k
FORM A LABuilding New Folder 2010\130NE & x-ferred to L-Building-New drive\Form A2014.docx Updated: 1/17/2014
Pwrw�rr��������wrwwwwwwr+rr�r�'
WASHINCTON STATE
CERTIFICATE OF COMPETENCY 9
DIRE PROTECTION SPRINKLER SYSTE911>f
Thomas Gill i
i 7678-0409-A Level i
i A ced PI n L.C.
i V i
j xpir*s �
Ey atata� oat* 12/31/17
Rwra�w�wwiwrrwr���wr����� r�w�S
RECEIVED.
DEC 19 2017
DEVELOPMENT SERVICES
COUNTER
app'OV2R DE
A11010 "
DESIGN SERA
A-PEX Design Services Inc.
sales@a-pexdesignservices.com
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
Job Name WOODWAY COURT - One Head Calculation (H.12)
Drawing
Location PLAN 3132 EDMONDS WA 98020
Remote Area
Contract 170530-02
Data File 170530-02 Woodway Court Plan 3132.wx1
Aw-,p 0 D up 09�
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
A-PEX Design Services Inc. Page 1
WOODWAY COURT - One Head Calculation (H.12) Date 5/30/2017
HYDRAULIC DESIGN INFORMATION SHEET
Name - WOODWAY COURT
Location - EDMONDS WA 98020
Building -
Contractor - ADVANCED PLUMBING
Calculated By - STEPHANIE FAHEY
Construction: (X) Combustible
OCCUPANCY - RESIDENTIAL
Date - 05-30-2017
System No. -
Contract No. - 170530-02
Drawing No. -
( ) Non -Combustible Ceiling Height
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: (X)1 ( )2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point
- 17
Gpm
System Type
Listed Pres. at Start Point - 12.03Psi
(X) Wet
( ) Dry
D MAXIMUM LISTED`SPACING 18
x 18
( ) Deluge
( ) PreAction
E Domestic Flow Added
- 0
Gpm
Sprinkler
or Nozzle
S Additional Flow Added
-
Gpm
Make RELIABLE
Model LL-RFC49
I Elevation at Highest Outlet
- 116
Feet
Size 3/8
K-Factor 4.9
G Note:
Temperature Rating
155
N
Calculation Gpm Required 17
Summary C-Factor Used:
W Water Flow Test:
A Date of Test -
T Time of Test -
E Static (Psi) - 87
R Residual (Psi) - 82
Flow (Gpm) - 300
S Elevation - 100
P Location:
P
L Source of Information:
Y
Psi Required 53.5
Overhead 150
Pump Data:
Rated Cap.
@ Psi
Elev.
Other
At Ref Pt STR
Underground 150
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
vvcatci QuNNiy vui vc v
A-PEX Design Services Inc. Page 2
WOODWAY COURT - One Head Calculation (H.12) Date 5/30/2017
City Water Supply: Demand:
C1 - Static Pressure : 87 D1 - Elevation 6.930
C2 - Residual Pressure: 82 D2 - System Flow : 16.995
C2 - Residual Flow 300 D2 - System Pressure 53.499
Hose ( Demand )
D3 - System Demand : 16.995
Safety Margin 33.477
a
150
140
130
P120
R 110
E100ri
S 90
C2
S 80
i
U 70
R 60
E 50
I
40
30
20
10
D1
50 100 150 200 250 300 350 400 450
FLOW (N " 1.85)
rmmnntnr Prnnrnmc by Hvrirntar. Inn. Rrnita 111 Winrlhnm N H I IRA n.,inA7
A-PEX Design Services Inc. Page 3
WOODWAY COURT - One Head Calculation (H.12) Date 5/30/2017
Fitting Legend
Abbrev. Name
C
Roll Groove Coupling
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
E
90' Standard Elbow
2
2
2
3
4
5
6
7
8
10
12
14
18
22
27
35
40
45
50
61
G
Generic Gate Valve
1
1
1
1
1
1
1
1
1
2
2
3
4
5
6
7
8
10
11
13
T
90' Flow thru Tee
3
4
5
6
8
10
12
15
17
20
25
30 '
35
50
60
71
81
91
101
121
Utb
Aquapex Tee - Branch
2
17
14
9
12
17
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Utr'
Aquapex Tee - Run
1
2
2
4
2
1
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Units Summary
Diameter Units
Inches
Length Units
Feet
Flow Units
US Gallons per Minute
Pressure Units
Pounds per Square Inch
r.mmnijtar Prnnram-qby Hvrlratar. Inr. RoWA 111 Windham N H 1 IRA onnR7
Flow Summary - NFPA 2007
A-PEX Design Services Inc.
WOODWAY COURT - One Head Calculation (H.12)
SUPPLYANALYSIS
Page 4
Date 5/30/2017
Node at
Static
Residual
Available
Source
Pressure
Pressure Flow
Pressure Total Demand Required Pressure
STR
87.0
82 300.0
86.975 17.0 53.499
NODE ANALYSIS
Pressure Discharge
Node Tag
Elevation Node Type
at Node at Node Notes
H.12
116.0 4.9
12.03 17.0
H.22
116.0
13.3
T.42
116.0
13.51
T.40
108.0
17.8
T.38
108.0
17.91
T.37
108.0
18.11
T.36
108.0
19.15
S.1
104.0
21.41
PRV
100.0
38.38
CPL
100.0
39.04
MTR
100.0
51.08
STR
100.0
53.5
H.16
116.0
12.35
T.39
116.0
12.37
H.11
116.0
12.69
H.13
116.0
12.98
T.33
116.0
13.06
T.35
116.0
13.64
H.8
116.0
13.73
HA
116.0
13.92
T.31
116.0
14.0
T.30
108.0
17.77
H.2
108.0
17.8
H.6
108.0
17.9
H.5
108.0
17.94
H.1
108.0
18.02
H.3
108.0
18.1
H.7
108.0
18.19
T.34
108.0
18.26
H.14
108.0
18.43
T.43
116.0
13.63
H.24
116.0
13.77
T.44
116.0
13.82
T.45
116.0
13.83
H.29
116.0
13.71
H.28
116.0
13.78
H.21
116.0
13.88
T.32
116.0
14.0
H.18
116.0
13.7
H.23
116.0
13.79
H.9
116.0
14.0
H.10
108.0
17.77
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Flow Summary - NFPA 2007
A-PEX Design Services Inc. Page 5
WOODWAY COURT - One Head Calculation (H.12) Date 5/30/2017
NODE ANALYSIS (cont.)
Pressure Discharge
Node Tag
Elevation Node Type
at Node at Node Notes
H.15
108.0
17.78
T.41
108.0*
17.78
H.26
108.0
17.78
H.25
108.0
17.79
H.27
108.0
17.79
H.19
108.0
17.79
H.20
108.0
17.8
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page 6
WOODWAY COURT - One Head Calculation (H.12)
Date 5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.12
10.70
0.862
Utr
2.0
16.000
12.030
K Factor = 4.90
to
150.0
0.0
2.000
0.0
H.22
10.7
0.0704
0.0
18.000
1.268
Vel =
5.88
H.22
0.0
0.862
Utr
2.0
1.000
13.298
to
150.0
0.0
2.000
0.0
T.42
10.7
0.0703
0.0
3.000
0.211
Vel =
5.88
T.42
-5.47
0.862
2Utb
34.0
16.000
13.509
to
150.0
0.0
28.000
3.465
T.40
5.23
0.0187
0.0
44.000
0.823
Vel =
2.88
T.40
0.48
0.862
Utr
2.0
3.000
17.797
to
150.0
0.0
2.000
0.0
T.38
5.71
0.0222
0.0
5.000
0.111
Vel =
3.14
T.38
3.16
0.862
Utr
2.0
2.000
17.908
to
150.0
0.0
2.000
0.0
T.37
8.87
0.0498
0.0
4.000
0.199
Vel =
4.88
T.37
0.0
0.862
Utr
2.0
5.000
18.107
to
150.0
Utb
17.0
16.000
0.0
T.36
8.87
0.0498
0.0
21.000
1.045
Vel =
4.88
T.36
8.13
1.054
T
2.44
6.000
19.152
to
150.0
0.0
2.440
1.732
S.1
17.0
0.0623
0.0
8.440
0.526
Vel =
6.25
S.1
0.0
1.244
2E
3.443
5.000
21.410
to
150.0
0.0
3.443
16.732
* * Fixed Loss = 15
PRV
17.0
0.0277
0.0
8.443
0.234
Vel =
4.49
PRV
0.0
1.244
2E
3.443
20.000
38.376
to
150.0
C
0.43
3.873
0.0
CPL
17.0
0.0278
0.0
23.873
0.664
Vel =
4.49
CPL
0.0
1.244
2E
3.443
70.000
39.040
to
150.0
0.0
3.443
10.000
* * Fixed Loss = 10
MTR
17.0
0.0278
0.0
-73.443
2.040
Vel =
4.49
MTR
0.0
0.995
E
2.336
20.000
51.080
to
150.0
T
5.841
9.345
0.0
STR
17.0
0.0824
G
1.168
29.345
2.419
Vel =
7.01
0.0
17.00
53.499
K Factor = 2.32
H.12
6.30
0.862
Utr
2.0
10.000
12.030
to
150.0
0.0
2.000
0.0
H.16
6.3
0.0264
0.0
12.000
0.317
Vel =
3.46
H.16
0.0
0.862
0.0
1.000
12.347
to
150.0
0.0
0.0
0.0
T.39
6.3
0.0260
0.0
1.000
0.026
Vel =
3.46
T.39
0.0
0.862
Utr
2.0
10.000
12.373
to
150.0
0.0
2.000
0.0
HA 1
6.3
0.0264
0.0
12.000
0.317
Vel =
3.46
HA 1
0.0
0.862
Utr
2.0
9.000
12.690
to
150.0
0.0
2.000
0.0
H.13
6.3
0.0265
0.0
11.000
0.291
Vel =
3.46
H.13
0.0
0.862
Utr
2.0
1.000
12.981
-to-
- - ---150.0
- -
-- 0:0
2:000-
0.0 - -
T.33
6.3
0.0263
0.0
3.000
0.079
Vel =
3.46
Computer
Programs
by Hydratec Inc. Route 111
Windham N.H. USA
03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page 7
WOODWAY COURT - One Head Calculation (H.12)
Date 5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.33
0.0
0.862
Utb
17.0
8.000
13.060
to
150.0
0.0
14.000
0.0
T.35
6.3
0.0264
0.0
22.000
0.581
Vel =
3.46
T.35
-3.13
0.862
Utr
2.0
10.000
13.641
to
150.0
0.0
2.000
0.0
H.8
3.17
0.0074
0.0
12.000
0.089
Vel =
1.74
H.8
0.0
0.862
Utr
2.0
23.000
13.730
to
150.0
0.0
2.000
0.0
HA
3.17
0.0074
0.0
25.000
0.186
Vel =
1.74
H.4
0.0
0.862
Utr
2.0
9.000
13.916
to
150.0
0.0
2.000
0.0
T.31
3.17
0.0075
0.0
11.000
0.082
Vel =
1.74
T.31
-0.27
0.862
2Utb
34.0
21.000
13.998
to
150.0
0.0
28.000
3.465
T.30
2.9
0.0063
0.0
49.000
0.308
Vel =
1.59
T.30
-0.48
0.862
Utr
2.0
5.000
17.771
to
150.0
0.0
2.000
0.0
H.2
2.42
0.0044
0.0
7.000
0.031
Vel =
1.33
H.2
0.0
0.862
Utr
2.0
19.000
17.802
to
150.0
0.0
2.000
0.0
H.6
2.42
0.0045
0.0
21.000
0.095
Vel =
1.33
H.6
0.0
0.862
0.0
10.000
17.897
to
150.0
0.0
0.0
0.0
H.5
2.42
0.0045
0.0
10.000
0.045
Vel =
1.33
H.5
0.0
0.862
Utr
2.0
15.000
17.942
to
150.0
0.0
2.000
0.0
HA
2.42
0.0045
0.0
17.000
0.077
Vel =
1.33
HA
0.0
0.862
Utr
2.0
17.000
18.019
to
150.0
0.0
2.000
0.0
H.3
2.42
0.0045
0.0
19.000
0.085
Vel =
1.33
H.3
0.0
0.862
Utr
2.0
16.000
18.104
to
150.0
0.0
2.000
0.0
H.7
2.42
0.0046
0.0
18.000
0.082
Vel =
1.33
HY
0.0
0.862
Utr
2.0
15.000
18.186
to
150.0
0.0
2.000
0.0
T.34
2.42
0.0045
0.0
17.000
0.076
Vel =
1.33
T.34
5.71
0.862
Utr
2.0
2.000
18.262
to
150.0
0.0
2.000
0.0
H.14
8.13
0.0425
0.0
4.000
0.170
Vel =
4.47
H.14
0.0
0.862
Utb
17.0
3.000
18.432
to
150.0
0.0
14.000
0.0
T.36
8.13
0.0424
0.0
17.000
0.720
Vel =
4.47
0.0
8.13
19.152
K Factor = 1.86
T.42
5.47
0.862
Utr
2.0
4.000
13.509
to
150.0
0.0
2.000
0.0
T.43
5.47
0.0203
0.0
6.000
0.122
Vel =
3.01
T.43
-- -
-2.89
- -
0.862
Utb
17.0
12.000
13.631to
150.0 -- - -
--Utr-
2.0
16.000 - ----
- - 0.0 --- - - - --
- - - --- - -
H.24
2.58
0.0051
0.0
28.000
0.142
Vel =
1.42
Computer
Programs
by Hydratec Inc. Route 111
Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page
8
WOODWAY COURT - One Head Calculation (H.12)
Date
5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.24
0.0
0.862
Utr
2.0
7.000
13.773
to
150.0
0.0
2.000
0.0
T.44
2.58
0.0051
0.0
9.000
0.046
Vel =
1.42
T.44
0.0
0.862
0.0
2.000
13.819
to
150.0
0.0
0.0
0.0
T.45
2.58
0.0050
0.0
2.000
0.010
Vel =
1.42
T.45
3.13
0.862
2Utb
34.0
16.000
13.829
to
150.0
0.0
28.000
3.465
T.34
5.71
0.0220
0.0
44.000
0.968
Vel =
3.14
0.0
5.71
18.262
K Factor =
1.34
T.43
2.89
0.862
Utr
2.0
10.000
13.631
to
150.0
0.0
2.000
0.0
H.29
2.89
0.0062
0.0
12.000
0.075
Vel =
1.59
H.29
0.0
0.862
0.0
12.000
13.706
to
150.0
0.0
0.0
0.0
H.28
2.89
0.0062
0.0
12.000
0.075
Vel =
1.59
H.28
0.0
0.862
Utr
2.0
14.000
13.781
to
150.0
0.0
2.000
0.0
H.21
2.89
0.0062
0.0
16.000
0.100
Vel =
1.59
H.21
0.0
0.862
Utr
2.0
17.000
13.881
to
150.0
0.0
2.000
0.0
T.32
2.89
0.0063
0.0
19.000
0.119
Vel =
1.59
T.32
0.27
0.862
2Utb
34.0
32.000
14.000
to
150.0
0.0
28.000
3.465
T.38
3.16
0.0074
0.0
60.000
0.443
Vel =
1.74
0.0
3.16
17.908
K Factor =
0.75
T.35
3.12
0.862
Utr
2.0
6.000
13.641
to
150.0
0.0
2.000
0.0
H.18
3.12
0.0072
0.0
8.000
0.058
Vel =
1.72
H.18
0.0
0.862
Utr
2.0
10.000
13.699
to
150.0
0.0
2.000
0.0
H.23
3.12
0.0072
0.0
12.000
0.087
Vel =
1.72
H.23
II,
0.0
0.862
Utr
2.0
4.000
13.786
to
150..0
0.0
2.000
0.0
T.45
3.12
0.0072
0.0
6.000
0.043
Vel =
1.72
0.0
3.12
13.829
K Factor =
0.84
T.31
0.27
0.862
Utr
2.0
17.000
13.998
to
150.0
0.0
2.000
0.0
H.9
0.27
0.0001
0.0
19.000
0.001
Vel =
0.15
H.9
0.0
0.862
Utr
2.0
2.000
13.999
to
150.0
0.0
2.000
0.0
T.32
0.27
0.0002
0.0
4.000
0.001
Vel =
0.15
0.0
0.27
14.000
K Factor =
0.07
. T_30
0.48
_ 0..862
___Utr.. __.2..0
8.000_...
to
150.0
0.0
2.000
0.0
H.10
0.48
0.0002
0.0
10.000
0.002
Vel =
0.26
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page
9
WOODWAY COURT - One Head Calculation (H.12)
Date
5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.10
0.0
0.862
Utr
2.0
17.000
17.773
to
150.0
0.0
2.000
0.0
H.15
0.48
0.0003
0.0
19.000
0.005
Vel =
0.26
H.15
0.0
0.862
Utr
2.0
6.000
17.778
to
150.0
0.0
2.000
0.0
T.41
0.48
0.0001
0.0
8.000
0.001
Vel =
0.26
T.41
0.0
0.862
Utr
2.0
19.000
17.779
to
150.0
0.0
2.000
0.0
H.26
0.48
0.0002
0.0
21.000
0.005
Vel =
0.26
H.26
0.0
0.862
Utr
2.0
16.000
17.784
to
150.0
0.0
2.000
0.0
H.25
0.48
0.0002
0.0
18.000
0.004
Vel =
0.26
H.25
0.0
0.862
0.0
12.000
17.788
to
150.0
0.0
0.0
0.0
H.27
0.48
0.0002
0.0
12.000
0.003
Vel =
0.26
H.27
0.0
0.862
Utr
2.0
14.000
17.791
to
150.0
0.0
2.000
0.0
H.19
0.48
0.0002
0.0
16.000
0.003
Vel =
0.26
H.19
0.0
0.862
Utr
2.0
7.000
17.794
to
150.0
0.0
2.000
0.0
H.20
0.48
0.0002
0.0
9.000
0.002
Vel =
0.26
H.20
0.0
0.862
Utr
2.0
3.000
17.796
to
150.0
0.0
2.000
0.0
T.40
0.48
0.0002
0.0
5.000
0.001
Vel =
0.26
0.0
0.48
17.797
K Factor =
0.11
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Amw
DESIGN
A-PEX Design Services Inc.
sales@a-pexdesignservices.com
10731 47th Place West
Mukilteo, WA 98275
425-493-9680
Job Name
WOODWAY COURT - Two Head Calculation (H.13 & H.16)
Drawing
Location
PLAN 3132 EDMONDS WA 98020
Remote Area
Contract
170530-02
Data File
170530-02 Woodway Court Plan 3132.wx2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
a
A-PEX Design Services Inc. Page 1
WOODWAY COURT - Two Head Calculation (H.13 & H.16) Date 5/30/2017
HYDRAULIC DESIGN INFORMATION SHEET
Name - WOODWAY COURT Date - 05-30-2017
Location - EDMONDS WA 98020
Building - System No. -
Contractor - ADVANCED PLUMBING Contract No. - 170530-02
Calculated By - STEPHANIE FAHEY Drawing No. -
Construction: (X) Combustible ( ) Non -Combustible Ceiling Height
OCCUPANCY - RESIDENTIAL
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )l (X)2 ( )4 ( )
S ( ) Other
T ( )Specific Ruling Made by Date
E
M
Listed Flow at Start Point -
13
Gpm
Listed
Pres. at Start Point - 7.04
Psi
D
MAXIMUM LISTED SPACING 16
x 16
E
Domestic Flow Added -
0
Gpm
S
Additional Flow Added -
Gpm
I
Elevation at Highest Outlet -
116
Feet
G
Note:
N
System Type
(X) Wet ( ) Dry
( ) Deluge ( ) PreAction
Sprinkler or Nozzle
Make RELIABLE Model LL-RFC49
Size 3/8 K-Factor 4.9
Temperature Rating 155
Calculation Gpm Required 26.0037 Psi Required 59.54 At Ref Pt STR
Summary C-Factor Used: Overhead 150 Underground 150
W Water Flow Test: Pump Data:
A Date of Test - Rated Cap.
T Time of Test - @ Psi
E Static (Psi) - 87 Elev.
R Residual (Psi) - 82 Other
Flow (Gpm) - 300
S Elevation - 100
`P Location:
P
L Source of Information:
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
VVa«I %JUPPIy Sul „V
A-PEX Design Services Inc. Page 2
WOODWAY COURT -Two Head Calculation (H.13 & H.16) Date 5/30/2017
I
City Water Supply: Demand:
C1 - Static Pressure 87 D1 - Elevation 6.930
C2 - Residual Pressure: 82 D2 - System Flow : 26.004
C2 - Residual Flow 300 D2 - System Pressure 59.540
Hose ( Demand )
D3 - System Demand : 26.004
Safety Margin 27.406
i
150
140
130
P 120
R 110
E 100
S 90
C2
S 80
U 70
D2
R 60
E 50
40
30
20
10
D1
50 100 150 200 250 300 350 400 450
FLOW ( N " 1.85 )
r:nmrnitar Prnnrnmc by Hvrtrntar. Mr. Pniita 111 Winrihnm N H I IRA 01()R7
riun iya wVu vul 1 n 1 101 y
A-PEX Design Services Inc.
Page
3
WOODWAY COURT -Two Head Calculation (H.13 & H.16)
Date
5/30/2017
Fitting Legend
Abbrev. Name
C Roll Groove Coupling 1 1 1 1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1
1
E 90' Standard Elbow 2 2 2 3
4
5
6
7
8
10
12
14
18
22
27
35
40 '45
50
61
G Generic Gate valve 1 1 1 1
1
1
1
1
1
2
2
3
4
5
6
7
8 10
11
13
T 90' Flow thru Tee 3 4 5 6
8
10
12
15
17
20
25
30
35
50
60
71
81 91
101
121
Utb * Aquapex Tee - Branch 2 17 14 9
12
17
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Utr * Aquapex Tee - Run 1 2 2 4
2
1
0
0
0
0
0
0
0
0
0
0
0 0
0
0
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure'Units Pounds per Square Inch
I
i
rnmrnrtar Prnnrnmc by Hvriratar. Inn. Rnt0A 111 Winrihnm N H I IRA 0.10A7
Flow Summary - NFPA 2007
A-PEX Design Services Inc. Page 4
WOODWAY COURT - Two Head Calculation (H.13 & H.16) Date 5/30/2017
SUPPLYANALYSIS
Node at Static Residual Available
Source Pressure Pressure Flow Pressure Total Demand Required Pressure
STR 87.0 82 300.0 86.946 26.0 59.54
NODE ANALYSIS
Pressure Discharge
Node Tag Elevation Node Type at Node at Node Notes
H.16
116.0
4.9 7.04 13.0
H.12
116.0
8.21
H.22
116.0
9.97
T.42
116.0
10.26
T.40
108.0
15.24
T.38
108.0
15.47
T.37
108.0
15.9
T.36
108.0
18.16
S.1
104.0
21.04
PRV
100.0
38.29
CPL
100.0
39.75
MTR
100.0
54.23
STR
100.0
59.54
T.39
116.0
7.04
H.11
116.0
7.04
H.13
116.0
4.9 7.04 13.0
T.33
116.0
7.36
T.35
116.0
9.65
H.8
116.0
9.96
HA
116.0
10.61
T.31
116.0
10.89
T.30
108.0
15.12
H.2
108.0
15.19
H.6
108.0
15.39
H.5
108.0
15.49
HA
108.0
15.65
H.3
108.0
15.83
H.7
-108.0
16.0
T.34
108.0
16.17
H.14
108.0
16.55
H.18
116.0
9.91
H.23
116.0
10.3
T.45
116.0
10.49
T.43
116.0
10.38
H.29
116.0
10.5
H.28
116.0
10.61
H.21
116.0
10.76
T.32
116.0
10.94
H.24
116.0
10.46
T.44
116.0
10.49
H.9
116.0
10.93
H.10
108.0
15.13
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rlow Summary - NFPA 2007
A-PEX Design Services Inc.
WOODWAY COURT - Two Head Calculation (H.13 & H.16)
NODE ANALYSIS (cont.)
Pressure Discharge
Page 5
Date 5/30/2017
Node Tag
Elevation Node Type
at Node at Node Notes
H.15
108.0
15.15
T.41
108.0
15.16
H.26
108.0
15.18
H.25
108.0
15.2
H.27
108.0
15.21
H.19
108.0
15.23
H.20
108.0
15.24
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
1=inal Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page 6
WOODWAY COURT - Two Head Calculation (H.13 & H.16)
Date 5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
******* Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.16
12.76
0.862
Utr
2.0
10.000
7.040
K Factor = 4.90
to
150.0
0.0
2.000
0.0
H.12
12.76
0.0976
0.0
12.000
1.171
Vel =
7.01
H.12
0.0
0.862
Utr
2.0
16.000
8.211
to
150.0
0.0
2.000
0.0
H.22
12.76
0.0976
0.0
18.000
1.756
Vel =
7.01
H.22
0.0
0.862
Utr
2.0
1.000
9.967
to
150.0
0.0
2.000
0.0
T.42
12.76
0.0977
0.0
3.000
0.293
Vel =
7.01
T.42
-5.48
0.862
2Utb
34.0
16.000
10.260
to
150.0
0.0
28.000
3.465
T.40
7.28
0.0345
0.0
44.000
1.518
Vel =
4.00
T.40
1.09
0.862
Utr
2.0
3.000
15.243
to
150.0
0.0
2.000
0.0
T.38
8.37
0.0448
0.0
5.000
0.224
Vel =
4.60
T.38
5.08
0.862
Utr
2.0
2.000
15.467
to
150.0
0.0
2.000
0.0
T.37
13.45
0.1075
0.0
4.000
0.430
Vel =
7.39
T.37
0.0
0.862
Utr
2.0
5.000
15.897
to
150.0
Utb
17.0
16.000
0.0
T.36
13.45
0.1076
0.0
21.000
2.259
Vel =
7.39
T.36
12.55
1.054
T
2.44
6.000
18.156
to
150.0
0.0
2.440
1.732
S.1
26.0
0.1367
0.0
8.440
1.154
Vel =
9.56
S.1
0.0
1.244
2E
3.443
5.000
21.042
to
150.0
0.0
3.443
16.732
* * Fixed Loss = 15
PRV
26.0
0.0611
0.0
8.443
0.516
Vel =
6.86
PRV
0.0
1.244
2E
3.443
20.000
38.290
to
150.0
C
0.43
3.873
0.0
CPL
26.0
0.0610
0.0
23.873
1.456
Vel =
6.86
CPL
0.0
1.244
2E
3.443
70.000
39.746
to
150.0
0.0
3.443
10.000
* * Fixed Loss = 10
MTR
26.0
0.0610
0.0
73.443
4.481
Vel =
6.86
MTR
0.0
0.995
E
2.336
20.000
54.227
to
150.0
T
5.841
9.345
0.0
STR
26.0
0.1811
G
1.168
29.345
5.313
Vel =
10.73
0.0
26.00
59.540
K Factor = 3.37
H.16
0.24
0.862
0.0
1.000
7.040
to
150.0
0.0
0.0
0.0
T.39
0.24
0.0
0.0
1.000
0.0
Vel =
0.13
T.39
0.0
0.862
Utr
2.0
10.000
7.040
to
150.0
0.0
2.000
0.0
H.11
0.24
0.0001
0.0
12.000
0.001
Vel =
0.13
H.11
0.0
0.862
Utr
2.0
9.000
7.041
to
150.0
0.0
2.000
0.0
H.13
0.24
0.0001
0.0
11.000
0.001
Vel =
0.13
w IDU.0 U.0 L.000 U.0
T.33 13.24 0.1043 0.0 3.000 0.313 Vel = 7.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page
7
WOODWAY COURT -Two Head Calculation (H.13 & H.16)
Date
5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
T.33
0.0
0.862
Utb
17.0
8.000
7.355
to
150.0
0.0
14.000
0.0
T.35
13.24
0.1045
0.0
22.000
2.299
Vel =
7.28
T.35
-7.02
0.862
Utr
2.0
10.000
9.654
to
150.0
0.0
2.000
0.0
H.8
6.22
0.0258
0.0
12.000
0.310
Vel =
3.42
H.8
0.0
0.862
Utr
2.0
23.000
9.964
to
150.0
0.0
2.000
0.0
HA
6.22
0.0258
0.0
25.000
0.645
Vel =
3.42
HA
0.0
0.862
Utr
2.0
9.000
10.609
to
150.0
0.0
2.000
0.0
T.31
6.22
0.0259
0.0
11.000
0.285
Vel =
3.42
T.31
-1.49
0.862
2Utb
34.0
21.000
10.894
to
150.0
0.0
28.000
3.465
T.30
4.73
0.0156
0.0
49.000
0.763
Vel =
2.60
T.30
-1.09
0.862
Utr
2.0
5.000
15.122
to
150.0
0.0
2.000
0.0
H.2
3.64
0.0096
0.0
7.000
0.067
Vel =
2.00
H.2
0.0
0.862
Utr
2.0
19.000
15.189
to
150.0
0.0
2.000
0.0
H.6
3.64
0.0096
0.0
21.000
0.201
Vel =
2.00
H.6
0.0
0.862
0.0
10.000
15.390
to
150.0
0.0
0.0
0.0
H.5
3.64
0.0096
0.0
10.000
0.096
Vel =
2.00
H.5
0.0
0.862
Utr
2.0
15.000
15.486
to
150.0
0.0
2.000
0.0
H.1
3.64
0.0096
0.0
17.000
0.164
Vel =
2.00
H.1
0.0
0.862
Utr
2.0
17.000
15.650
to
150.0
0.0
2.000
0.0
H.3
3.64
0.0096
0.0
19.000
0.182
Vel =
2.00
H.3
0.0
0.862
Utr
2.0
16.000
15.832
to
150.0
0.0
2.000
0.0
H.7
3.64
0.0096
0.0
18.000
0.173
Vel =
2.00
H.7
0.0
0.862
Utr
2.0
15.000
16.005
to
150.0
0.0
2.000
0.0
T.34
3.64
0.0096
0.0
17.000
0.163
Vel =
2.00
T.34
8.91
0.862
Utr
2.0
2.000
16.168
to
150.0
0.0
2.000
0.0
H.14
12.55
0.0945
0.0
4.000
0.378
Vel =
6.90
H.14
0.0
0.862
Utb
17.0
3.000
16.546
to
150.0
0.0
14.000
0.0
T.36
12.55
0.0947
0.0
17.000
1.610
Vel =
6.90
0.0
12.55
18.156
K Factor =
2.95
T.35
7.02
0.862
Utr
2.0
6.000
9.654
to
150.0
0.0
2.000
0.0
H.18
7.02
0.0322
0.0
8.000
0.258
Vel =
3.86
H.18
0.0
0.862
Utr
2.0
10.000
9.9120-
to -- -
-
150.0
0.0
2A0_ _--
0.0
H.23
7.02
0.0323
0.0
12.000
0.388
Vel =
3.86
Computer
Programs
by Hydratec Inc. Route 111
Windham N.H. USA
03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page
8
WOODWAY COURT - Two Head Calculation (H.13 & H.16)
Date
5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.23
0.0
0.862
Utr
2.0
4.000
10.300
to
150.0
0.0
2.000
0.0
T.45
7.02
0.0323
0.0
6.000
0.194
Vel =
3.86
T.45
1.89
0.862
2Utb
34.0
16.000
10.494
to
150.0
0.0
28.000
3.465
T.34
8.91
0.0502
0.0
44.000
2.209
Vel =
4.90
0.0
8.91
16.168
K Factor =
2.22
T.42
5.48
0.862
Utr
2.0
4.000
10.260
to
150.0
0.0
2.000
0.0
T.43
5.48
0.0205
0.0
6.000
0.123
Vel =
3.01
T.43
-1.88
0.862
Utr
2.0
10.000
10.383
to
150.0
0.0
2.000
0.0
H.29
3.6
0.0093
0.0
12.000
0.112
Vel =
1.98
H.29
0.0
0.862
0.0
12.000
10.495
to
150.0
0.0
0.0
0.0
H.28
3.6
0.0094
0.0
12.000
0.113
Vel =
1.98
H.28
0.0
0.862
Utr
2.0
14.000
10.608
to
150.0
0.0
2.000
0.0
H.21
3.6
0.0094
0.0
16.000
0.150
Vel =
1.98
H.21
0.0
0.862
Utr
2.0
17.000
10.758
to
150.0
0.0
2.000
0.0
T.32
3.6
0.0094
0.0
19.000
0.178
Vel =
1.98
T.32
1.48
0.862
2Utb
34.0
32.000
10.936
to
150.0
0.0
28.000
3.465
T.38
5.08
0.0178
0.0
60.000
1.066
Vel =
2.79
0.0
5.08
15.467
K Factor =
1.29
T.43
1.89
0.862
Utb
17.0
12.000
10.383
to
150.0
Utr
2.0
16.000
0.0
H.24
1.89
0.0029
0.0
28.000
0.080
Vel =
1.04
H.24
0.0
0.862
Utr
2.0
7.000
10.463
to
150.0
0.0
2.000
0.0
T.44
1.89
0.0028
0.0
9.000
0.025
Vel =
1.04
T.44
0.0
0.862
0.0
2.000
10.488
to
150.0
0.0
0.0
0.0
T.45
1.89
0.0030
0.0,
2.000
0.006
Vel =
1.04
0.0
1.89
10.494
K Factor =
0.58
T.31
1.49
0.862
Utr
2.0
17.000
10.894
to
150.0
0.0
2.000
0.0
H.9
1.49
0.0018
0.0
19.000
0.034
Vel =
0.82
H.9
0.0
0.862
Utr
2.0
2.000
10.928
to
150.0
0.0
2.000
0.0
T.32
1.49
0.0020
0.0
4.000
0.008
Vel =
0.82
0.0
1.49
10.936
K Factor =
0.45
to 150.0 0.0 2.000 0.0
H.10 1.09 0.0010 0.0 10.000 0.010 Vel = 0.60
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen -Williams
A-PEX Design Services Inc.
Page
9
WOODWAY COURT - Two Head Calculation (H.13 & H.16)
Date
5/30/2017
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
Ref.
"C"
or
Ftng's
Pe Pv
*******
Notes ******
Point
Qt
Pf/Ft
Eqv.
Ln.
Total
Pf Pn
H.10
0.0
0.862
Utr
2.0
17.000
15.132
to
150.0
0.0
2.000
0.0
H.15
1.09
0.0011
0.0
19.000
0.020
Vel =
0.60
H.15
0.0
0.862
Utr
2.0
6.000
15.152
to
150.0
0.0
2.000
0.0
T.41
1.09
0.0010
0.0
8.000
0.008
Vel =
0.60
T.41
0.0
0.862
Utr
2.0
19.000
15.160
to
150.0
0.0
2.000
0.0
H.26
1.09
0.0010
0.0
21.000
0.022
Vel =
0.60
H.26
0.0
0.862
Utr
2.0
16.000
15.182
to
150.0
0.0
2.000
0.0
H.25
1.09
0.0010
0.0
18.000
0.018
Vel =
0.60
H.25
0.0
0.862
0.0
12.000
15.200
to
150.0
0.0
0.0
0.0
H.27
1.09
0.0010
0.0
12.000
0.012
Vel =
0.60
H.27
0.0
0.862
Utr
2.0
14.000
15.212
to
150.0
0.0
2.000
0.0
H.19
1.09
0.0011
0.0
16.000
0.017
Vel =
0.60
H.19
0.0
0.862
Utr
2.0
7.000
15.229
to
150.0
0.0
2.000
0.0
H.20
1.09
0.0010
0.0
9.000
0.009
Vel =
0.60
H.20
0.0
0.862
Utr
2.0
3.000
15.238
to
150.0
0.0
2.000
0.0
T.40
1.09
0.0010
0.0
5.000
0.005
Vel =
0.60
0.0
1.09
15.243
K Factor =
0.28
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Bulletin 157 Rev.F
® Model F3QR
Quick Response 11abiCn
Dry Sprinklers
Features n
1. The Model F3QR sprinkler utilizes Belleville Spring
Closure Technology. Reliable is the first in the
industry to produce a Quick Response Dry
Concealed sprinkler utilizing this technology.
2. Styles available DECEIVED
• Pendent
• Recessed Pendent DEC 19 2017
• Concealed DEVELOPMENT SERVICES
• Horizontal Sidewall COUNTER
• Recessed Horizontal Sidewall
3
0
11/21(38mm) escutcheon adjustment on pend RQvfl)
sprinkler.
DEPAKTMEN
'/2II Fly (13mm) escutcheon adjustment on recessed
sprinkler with push -on/ thread -off FP Mo e
Escutcheon ring.
5. %" (9.5mm) cover plate adjustment on concealed
sprinkler with push-on/thread-off CCP Cover Plate.
6. Attractive appearance. Employs 3mm frangible
glass bulb and galvanized nipple.
7. Lengths available to accommodate installation
dimensions from 211- to - 48" (51 mm - to-1219mm),
in'/411(6mm) increments.
8. Available in a variety of plated and painted finishes.
U.S. Patent Numbers 5,775,431 and 5,967,240.
Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
Style
Response
Sprinlder
Syste Type
Hazard
Pendent
Recessed Pendent
CCP Concealed
R5714
Quick
Wet Pipe
Dry Pipe
All Preaction
Light
Ordinary
Horizontal Sidewall
Recessed Horizontal Sidewall
R5734
2. Certified by FM Approvals
Style
Response
S emdlr
Hazard
Pendent
Quick
Wet Pipe,
Single Interlock
Light
Ordinary,
(R5714)
Preaction
Groups
1&2
Horizontal Sidewall
Wet Pipe,
(R5734)
Quick
Single Interlock
Light
•
Preaction
3. NYC MEA 258-93-E
Concealed
Recessed Pendent
I
T
Pendent
Horizontal Sidewall
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552
Model F3QR Dry Pendent Concealed Sprinkler
" A" Dim. 1 3' " to 48"(89mm to 1219mm) in'W (6mm) increments
CCP Cover Plate''' Finishes'2'
Standard Finishes
Special Application Finishes
Chrome Plated
Bright Brass Plated
White
Black Plated
Black Paint
Off White
Satin Chrome
Utilizes they" cover plate with %° total adjustment.
z' Other finishes and colors are available on special order.
Consult factory for details.
Standard Temperature Ratings
Sprinkler
Temperature
Cover Plate
Max.
Classification
Rating
Temp. Rating
Ambient Tem .
Ordinary
135-F (570C)
135-F (57oC)
100-F (38oC)
Ordinary
155-F (68oC)
135-F (57oC)
100-F (38oC)
Intermediate
200-F (93aC)
165-F (74-C)
150-F (66oC)
High'
286aF 141-C)
165-F 74-C
150-F 66oC
Listed and Certified only by cULus.
Sprinkler Installation Wrench:
Model G3 R/C Sprinkler Wrench
Sprinkler Identification Number (SIN): R5714
Inlet Protrusion Elevated
Above
Inside Pipe
J�
J System Tee
1" NPT
2 1/2" Dia.
[6.35mm]
"A" Dimension
Hole in Ceiling
Adjustment Range
d 3/16" 2 19/64" Dia.
I
1±4.76mm]
[58.34mm]
Nominal Position
Sprinkler
of Coverplate
Cup Assembly
Coverplate
,i Ceiling i
�.
Assembly
Ceiling i
3/16" [4.76mm]
Coverplate Adjustment
Note: Do not install the Model F3QR Dry Pendent
Concealed Sprinkler in ceilings which have
positive pressure in the space above.
Model F3QR Dry Horizontal Sidewall Sprinkler
" A' Dim. I 2" to 49'(51 mm to 1219mm) in IW (6mm) increments
Finishes''
Sprinkler
I Escutcheon
Bronze
Brass
Chrome Plated
Chrome Plated
White Painted(2)
White
Other finishes and colors are available on special order.
Consult factory for details.
'2) White painted sprinklers will have chrome plated can.
Standard Temoerature Ratinas
Spdnlder
Temperature
Max
Bulb
Classification
Rating
Ambient Tem .
Color
Ordinary
135-F (57oC)
100-F (38oC)
Orange
Ordinary
155-F (68oC)
100-F (380C)
Red
Intermediate
200-F (93aC)
150-F (66oC)
Green
High
286aF 141°C
225-F (107'C)
Blue
Sprinkler Installation Wrench:
Model G3 Sprinkler Wrench
Sprinkler Identification Number (SIN): R5734
1 1/2" [38.10mm]
Total Adjustment
r � r Ceilin
�31 4" [101.60mm] Min.
1 1/4" [31.75mm] 12" I304.80mm] Max
Escutcheon Adjustment_
System Tee - fEscutcheon Adjustment
1" NPT IYq1-
i I I 2 3/32- --- Ft',��
153.18mm]
--iir-�- o------- — -- — _ — — [76.20mm]
4LI
8in Wall/4" [6.35mm]
rinkler Can Protrusion
"A" Dimension
Adjustment Nominal Position
rssrcoa-c Range + 1/4" [+6.35mm] of Escutcheon
Note: The sprinkler Can protrudes 1/4" when escutcheon is
in nominal position. Escutcheon adjustment pro-
vides +'/4` (+6mm) to -1 %" (-32mm) "X dimension
adjustment range.
3.
Model F3QR Dry Horizontal Recessed Sidewall Sprinkler
"A" Dim. 31/2"to48" 89mm to1219mm in 6mm increments
Finishes(''
Sprinkler
Escutcheon
Bronze
Brass
Chrome Plated
Chrome Plated
White Painted
White
Other finishes and colors are available on special order. Consult
factory for details. Cup remains unfinished. "See page 2"
Standard Temperature Ratings
Sprnlder
Temperature
Max
Bulb
Classification
Rafing
Ambient Tem .
Color
Ordinary
135T (57oC)
100-F (38oC)
Orange
Ordinary
155OF (68oC)
100-F (38oC)
Red
Intermediate
200T (93oC)
150-F (66oC)
Green
High*
286T (141aC)
225aF 107-C
Blue
Listed and Certified only by cULus.
Sprinkler Installation Wrench:
Model G3 R/C Sprinkler Wrench
Sprinkler Identification Number (SIN): R5734
Technical Data:
Orifice Size:'/2' (15mm)
Thread Size: 1" NPT per ANSI B2.1
Working Pressure: 175 psi (12 bar)
Nominal K Factor - US / (Metric): 5.6 / (80)
Product Description
Reliable Model F3QR Dry Sprinklers are quick response
sprinklers utilizing a durable 3mm frangible glass bulb. This
quick response enables these sprinklers to apply water to a
fire much sooner than standard response sprinklers of the
similar temperature rating.
Model F3QR Dry Sprinklers are intended for use in enclosed
dry and preaction systems and in enclosed areas subjected
to freezing temperatures, such as freezers and unheated
portions inside buildings.
Environments wherein dry sprinklers are employed can be
corrosive. For this reason, Model F3 Sprinklers have a special
wax fillet placed in the gap between the cup that supports the
bulb and the wrenching boss. This wax will not interfere with
the operation of the sprinkler, and it prevents contaminents
from entering the internal portion of the drop nipple. The wax
must not be removed.
Operation
The glass bulb consists of an accurately controlled amount
of special fluid hermetically sealed inside a precisely
manufactured glass capsule. This glass bulb is specially
constructed to provide fast thermal response. When the
temperature increases sufficiently, due to a fire, the bulb
shatters allowing operating parts to clear the waterway. This
enables the inlet seal -to release air or -water and subsequently,
cause water flow over the deflector in a uniform spray pattern,
controlling or extinguishing the fire.
!ll
�..—..Ceiling
1 13/32"
Escutcheon r [35.7mm]
-� 4' [101.6mm]Min.
- System Tee Cup i 3 I 12" [304.8mm]Moz. •"
\y 1 1" NPT
[81.6mm]
2 1/2" Di., -
[63.5mm]
Hole in Wall 13
2 19/64' Di.. [�L
1/2" [12.7mm]
"A" Dimension Escutcheon Adjustment
Adjustment Range
157FG05 +1/2" -0
(+12.7mm -0)
.Yt • FOR FACTORY MUTUAL (FM)
• 4" - 6" FOR UNDERWRITERS LABORATORIES (UL)
Notes: Do not install the Model F3QR Dry Horizontal
Recessed Sidewall Sprinkler in walls which have
positive pressure in their side space.
Listed by cULus for Quick Response. Approved
by FM for Standard Response.
Recessed Horizontal sidewall sprinklers are listed
with cULus for installation of min. 4" (100mm) - to -
max. 6" (150mm) below ceiling and approved by
FM for installation of min. 4" (100mm) - to - max.
12" (300mm) below ceiling.
Ordering Information
Specify:
1. Sprinkler Type (select one):
(a) Model F3QR Dry Pendent
(b) Model F3QR Dry Recessed Pendent
(c) Model F3QR Dry Concealed Pendent
(d) Model F3QR Dry Horizontal Sidewall
(e) Model F3QR Dry Recessed Horizontal Sidewall
2. Sprinkler Temperature Rating.
3. Sprinkler Finish.
4. Cover Plate/Escutcheon Finish.
5. Length:
"A" Dimension (face of tee to face of ceiling or wall)
in (6mm) increments.
6. Model F3QR Dry Pendent (a) is available without
sprinkler can and escutcheon.
Note:
1. The "A" dimension is based on a nominally gagged
pipe thread "make-up" of 0.600" (15mm) per ANSI
B2.1 [71/2 threads approximately].
2. All platings and paintings are decorative and
intended for interior use.
General Installation Instructions
Model F3QR dry sprinklers must be installed only in
standard (ANSI B 16.3 class 150 and ANSI B 16.4 class
125) pipe tees even at branch line ends. They should not
be installed into elbows and pipe couplings located on
drop nipples to the sprinklers. For these and other fittings
including CPVC*, the dry sprinkler should be installed
into a fitting to conform to protrusion into the fitting in ac-
cordance with the diagrams. The "A" dimension of the dry
sprinkler, which extends into the freezers or. a freezing
zone from wet pipe systems, should be selected to pro-
vide, as a minimum, the specified lengths in inches
shown in the following chart, between face of the fitting
and the outside wall or ceiling of the protected area. The
following chart is used for freezing zones when the ambi-
ent temperature around the wet pipe system is kept at 40
°F/4°C), and specifies the minimum length for fitting face
to ceiling or wall (outside) for different protected area
temperatures.
Length Face to Ceilin Mlall
Temperature Protected Area)'
12 inches / 300 mm
-20°F / -29°C
18 inches / 450 mm
-40°F / -40°C
24 inches / 600 mm
-60°F / -51 °C
** For temperatures falling between those in the above chart, the
minimum length may be determined by interpolation.
During installation, the following steps must be followed
1. Cut the specified size hole (see illustrations) for the
sprinkler in the ceiling or wall directly in line with the
tee.
2. Apply pipe joint compound to the 1" (25mm) pipe
threads and install sprinkler using the Model G3 or
G3 R/C Sprinkler Wrench as specified.
3. Install the Model FP push -on / thread -off escutcheon or
CCP cover plate if required.
Note: Installation of the Model F30R Sprinklers is not rec-
ommended in copper pipe systems, as this may reduce
the life expectancy of the sprinklers.
Model F3QR Concealed and Recessed
Installation Instructions
The Model G3 R/C wrench (Fig. 1) is designed to locate
on the wrenching pads of the recessed sprinkler while
centering in the cup. A standard'/z' drive ratchet may
be used to drive this wrench. Figures 1 and 2 show
sequentially the insertion of the wrench. First the wrench,
with its jaws above the sprinkler deflector, is moved
laterally until centered with the cup. Then raise the
wrench inside of the cup until its jaws engage the
sprinkler's square wrenching pads (Fig. 3). To remove
the wrench, follow this procedure in reverse order. Care
should be taken to avoid striking the deflector, with the
wrench.
Model G3 Wrench (Fig. 4) is used for installation of
Pendent and Horizontal Sidewall sprinklers.
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 PLACED IN SERVICE
FOR FIRE PROTECTION. Removal of the protectors
before this time may leave the bulb vulnerable to
damage. RASCO wrenches are designed to install
sprinklers when covers are in place. REMOVE
PROTECTORS BY UNDOING THE CLASP BY HAND.
DO NOT USE TOOLS TO REMOVE THE
PROTECTORS.
Maintenance
The Model F3QR Quick Response Dry Sprinklers should
be inspected quarterly and the sprinkler system
maintained in accordance with NFPA 25. Do not remove
the factory applied thermally sensitive wax fillet between
the bulb supporting cup and the wrenching boss. Do not
replace this wax with a substitute substance. An Alternate
substance may interfere with proper operation of the
sprinkler. Do not clean sprinklers with soap and water,
ammonia or any other cleaning fluids. Remove dust by
using a soft brush or gently vacuuming. Remove any
sprinkler which has been painted (other than factory
applied) or damaged in any way. A stock of spare
sprinklers should be maintained to allow quick
replacement of damaged or operated sprinklers. Prior to
installation, sprinklers should be maintained in the original
cartons and packaging until used to minimize the potential
for damage to sprinklers that would cause improper
operation or non -operation.
* Spears CPVC sprinkler adapter tees (with steel thread
insert) can only be used with horizontal sidewall
sprinklers which do not require protrusion into tees to
prevent ice or debris blockage of sprinkler inlets. These
CPVC tees do not permit sufficient sprinkler inlet
protrusion as required for pendent installation.
5.
Reliable
Specifically Listed for use in
Multipurpose Systems that
serve both domestic water
and fire protection.
Sprinkler Type
Residential Flat Concealed Sprinkler listed for
a minimum design density of .05 gpm/ft2 with
"potable water".
• Model RFC30 LL
• Model RFC43 LL
• Model RFC49 LL
Features
1. National Sanitation Foundation (NSF) Cer-
tified to NSF/ANSI Standard 61 Annex G
(Less than 0.25% Lead content).
2. Very low water flow requirements.
3. Cover plate attachment (Plain or Perforated)
with 1/2" (13mm) total adjustment
4. Thread-on/off or Push-on/off cover attach-
ment option.
5. Smooth Aesthetic ceiling profile.
6. Available in white, brass, chrome and black
plated or custom painted finishes.
Patent Pending
Listing & Approvals
1. Listed by Underwriters Laboratories, and certified by
UL for Canada (cULus)
2. NSF Cerified to NSF/ANSI Standard 61 Annex G
Product Description
Model RFC30 LL, RFC43 LL and RFC49 LL Concealed
Residential Sprinklers are fast response residential fusible
solder link automatic sprinklers. Residential sprinklers dif-
fer from standard sprinklers primarily in their response time
and water distribution patterns. Model RFC30 LL, RFC43
LL and RFC49 LL sprinklers discharge water in a hemi-
spherical pattern below the sprinkler deflector. Residen-
tial distribution patterns are higher and generally contain
Bulletin 032 Rev. C
Model RFC30 LL-(SIN RA3211)
Model RFC43 LL (SIN RA3212)
Model RFC49 LL (SIN RA3216)
Residential Flat Concealed
Sprinklers
Plain Cover Plate
------------------
Perforated Cover Plate
a finer droplet size than standard sprinkler patterns. The
combination of speed of operation and high discharge pat-
tern required for residential sprinklers has demonstrated,
in fire testing, an ability for controlling residential fires, and
thereby providing significant evacuation time for occu-
pants. The RFC30 LL, RFC43 LL and RFC49 LL Sprinklers
provide the best form of fire protection by combining an at-
tractive appearance and'h" (13mm) of cover adjustment
for ease of installation, The small diameter cover plate is
easily and positively attached and blends into the ceiling,
concealing the most dependable fire protection available,
an automatic sprinkler system. The RFC30 LL, RFC43 LL
and RFC49 LL are UL Listed and NSF Certified Residen-
tial Sprinklers to be installed in the residential "potable"
water applications of any occupancy in accordance with
NFPA 13, 13R, & 13D and meets all applicable low lead
standards, .25% or less. The cover plate adjustability of
the RFC30 LL, RFC43 LL and RFC49 LL can reduce the
need for precise cutting of drop nipples. The threaded
cover plate assembly can be adjusted without tools to fit
accurately against the ceiling. The fire protection system
need not be shut down to adjust or remove the cover plate
assembly.
03
0
W
N
CD
Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application and Installation
For use in fire sprinkler systems that also supply potable water to a
plumbing fixture or fixtures.
The RFC30 LL, RFC43 H and RFC49 LL, for residential installa-
tions, use a 165°F (74°C) fusible solder link in a tuning fork style sprin-
kler frame with a drop -down deflector. This assembly is recessed
into the ceiling and concealed by a flat cover plate. The cover plate
is attached to the skirt, using 135°F (57°C) ordinary temperature clas-
sification solder. When the ceiling temperature rises, the solder hold-
ing the cover plate releases the cover allowing the deflector to drop
into position and exposing the sprinkler inside to ceiling temperature.
The subsequent operation of the solder link opens the waterway and
causes the deflector to drop into position to distribute the discharging
water in a hemispherical pattern below the sprinkler deflector. Any
adjustment of thread engagement between the cover plate and cup
will assure that the drop -down deflector is properly located below the
ceiling. The residential distribution pattern contains a finer droplet
size than a standard sprinkler, and the pattern produces significantly
higher wall wetting. After a 21/8 inch diameter hole is cut in the ceiling,
the sprinkler is to be installed with the Model FC Wrench.
Installation Data:
When installing a sprinkler, the wrench is first positioned into the
sprinkler/cup assembly and around the hexagonal body of the sprir�
Her frame. The wrench must bottom out against the cup in order to
ensure proper, safe installation. The sprinkler is then tightened into
the pipe fitting. When inserting or removing the wrench from the
sprinkler/cup assembly, care should betaken to prevent damage to
the sprinkler. DO NOT WRENCH ON ANY OTHER PARTOF THE
SPRINKLER /CUP ASSEMBLY. MODEL RFC30 LL, RFC43 LL AND
RFC49 LL CONCEALED SPRINKLERS MUST BE INSTALLED
ONLY WITH 135°F RATED COVERS.
Note: A leak tight 112' NPT (R1/2) sprinkler joint can be obtained
with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers
over maximum recommended torque. It may cause leakage or irrr
pairment of the sprinklers.
Cover assemblies provide up to'/2' (13mm) of adjustment. Turn
the cover clockwise until the flange is in contact with the ceiling. For
the push-or1/Ihread-off option, the cover assembly is pushed onto the
cup and final adjustment is made by turning the cover clockwise un-
til the skirt flange makes full contact with the ceiling. Cover removal
Model (SIN)
Thread Size
Inch (mm)
Nominal
Orifice
Inch (mm)
Sprinkler
Temp ating
CCP Assembly
Temp. Rating
Max.
Ambient Tem •
K
Factor
Max.
Pressure
(bar)
OF
°C
OF
°C
OF
°Cpsi
RFC 30 LL (RA3211)
1/2" (15)
21/64 (8,2)
165
74
135
57
100
38
3.0 (43.2)
175 (12)
RFC 43 LL (RA3212)
112" (15)
3/3 10
165
74
135
57
100
38
4.3(62)
175 12)
RFC 49 LL (RA3216)
1/2" (15)
1 '/s (11)
165
74
135
57
100
38
4.9 (70.6)
175 (12)
Note: 1 bar = 100 Kpa
RFC 30 LL
Max. Coverage
Ordinary Temp. Rating
Top of Deflector
Minimum
area
Max. Spacing
1650F/74°C
to Ceiling
Installation
Spacing
Flow
Pressure
Ft x Ft (m x m)
Ft (m)
Inch (mm)
Type
Ft (m)
GPM (Umin)
PSI bar
12 x 12 (3,6 x 3,6)
12(3,6)
9(34,1)
9.0 (0,62)
Smooth Ceilings 1/2to 1(13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or
Concealed
8(2.4)
14 x 14 (4,3 x 4,3)
14(4,3)
10 (37,8)
11.0 (0,76)
1 13 installed in beams'/2 to 1(13 to 25.4)
For Ceiling types refer to NFPA 13, 13R or 13D
RFC 43 LL
Max. Coverage
Ordinary Temp. Rating
Top of Deflector
Minimum
area
Max. Spacing
165°F/74°C
to Ceiling
Installation
Spacing
Flow
Pressure
Ft x Ft (m x m)
Ft (m)
(mm)
Type
Ft (m)
GPM Umin
PSI(bar)Inch
12 x 12 3,6 x 3,6
12(3,6)
12(4,5)
7.8 0,54
Smooth Ceilings'/2 to 1(13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams 1/2 to 1 (13 to 25.4)
Concealed
8(2,4)
14 x 14 (4,3 x 4,3)
14(4,3)
13 (49)
9.1 (0,63)
16 x 16 (4,9 x 4,9)
16(4,9)
13 (49)
9.1 (0,63)
18 x 18 (5,5 x 5,5)
18(5,5)
18 (68)
17.5 (1,21)
20x20(6,1 x6,1)
20(6,1)
21 (79)
23.8(1,64)
For Ceiling types refer to NFPA 13, 13R or 13D
RFC 49 LL
Max. Coverage
area
Ft x Ft (m x m)
Max. Spacing
Ft (m)
Ordinary Temp. Rating
165°FlT4°C
Top of Deflector
to Ceiling
(mm)
Installation
Type
Minimum
Spacing
Ft (m)
Flow
GPM Umin
Pressure
PSI(bar)Inch
12 x 12 (3,6 x 3,6)
12(3,6)
13 (49)
7.0 (0,48)
Smooth Ceilings 1/2 to 1(13 to 25.4)
Beamed Ceilings per NFPA 13D, 13R or
13 installed in beams 1/2to 1 (13 to 25.4)
Concealed
8(2.4)
14 x 14 (4,3 x 4,3)
14(4.3)
13 (49)
7.0 (0,48)
16 x 16 (4,9 x 4,9)
16(4,9)
13 (49)
7.0 (0,48)
18 x 18 5,5 x 5,5
18(5,5)
17 64,3
12.0 0,83
20x20(6,1 x6,1)
20(6,1)
20(75,73)
16.7(1,14)
For Ceiling types refer to NFPA 13, 13R or 13D
2.
requires turning in the counter -clockwise direction. In ceilings that
have a plenum space above the sprinkler, the plenum space
may have neutral or negative pressurbation but must not be
positively pressured. Inspect all sprinklers after installation to
ensure that the gap between the cover plate and ceiling and the
4 sbts in the cep are all open and free from any air flow impedf
ment.
Maintenance
Model RFC30 LL, RFC43 LL and RFC49 LL Concealed
Sprinklers should be inspected quarterly and the sprin-
kler system maintained in accordance with NFPA25. Do
not clean sprinklers with soap and water, ammonia or any
other cleaning fluids. Remove dust by using a soft brush
or gentle vacuuming. Remove any sprinkler cover plate as-
sembly which has been painted (other than factory applied)
or damaged in any way. A stock of spare sprinklers should
be maintained to allow quick replacement of damaged or
operated sprinklers. Prior to installation, sprinklers should
be maintained in the original cartons and packaging until
used to minimize the potential for damage to sprinklers that
would cause improper operation or non -operation.
Model RFC30 LL, RFC43 LL and RFC49 LL
Residential Concealed Sprinkler Specification
Sprinklers shall be cULus Listed and NSF-61 Annex G
certified low flow residential concealed sprinklers with drop -
down deflector and adjustable flat cover plate engineered
for a minimum design density of 0.05gpm/ft2. Sprinkler
frame and deflector shall be of bronze frame construction
having a 1/2" NPT thread.
Thermal element shall consist of an approved black -
painted beryllium -nickel fusible solder link with symmetric
lever mechanism, maintaining a Teflon -coated Belleville
spring washer and machined brass cap water seal assem-
bly containing no plastic parts. Sprinkler K-factors shall be
a nominal 3.0 (43.2), 4.3 (62) and 4.9 (70.6), having a 3/a"
Specify:
1. Sprinkler Model
2. Cover Plate Finish
3. Thread -On or
Push -On Feature
I" x 112" REDUCING
TEE OR ELBOW
i
[58.42mm] DIA I HOLE IN CEILING
CUP �
2" [50.8m-] MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
iiii AAx
CEILING I _._ iiiiAxi
�" [12.70mm] MAX. J I
COVER ADJUSTMENT �" [4.96mm)
CCP COVER PLATE 3 " [84.21 mm] 01A.
ASSEMBLY 16
X6MO 1A
COVER PLATE: 1 12" L 12. 7mm] ADJUSTMENT
and 7/16" orifice respectively. Temperature rating shall be
Ordinary 165°F (74°C); cover plate temperature rating to
be 1350F (570C). Cover plate assembly shall consist of a
brass cover plate and copper alloy retainer flange allow-
ing a 1/2" cover plate adjustment. Any secure engagement
between the cover plate and the cup will assure that the
drop -down deflector is properly located below the ceiling.
A plastic protective cap shall be provided and factory in-
stalled inside the sprinkler cup to protect the drop -down
sprinkler deflector from damage, which could occur during
construction before the cover plate is installed. Standard
cover finish: [Chrome] [White] [Specialty — specify]. Resi-
dential concealed sprinklers shall be Reliable Model RFC30
LL, SIN RA3211 (Bulletin 032), RFC43 LL, SIN RA3212 (Bul-
letin 032) or Model RFC49 LL, SIN RA3216 (Bulletin 032).
Ordering Information Cover Plate FinishesM
Standard Finishes
Chrome
White Paint
Special Application
Finishes(2)
Bright Brass
Finished Bronze
Black Plating
Black Paint
Off White
Satin Chrome
(1) Other finishes and colors are
available on special order.
Consult factory for details.
Coverplate custom paint is
semi -gloss, unless specified
otherwise.
(�) For the perforated style cover -
plate, consult factory for avail-
ability on these and other cus-
tom finishes.
3.
Uponof
Uponor AquaPEX° White
Submittal Information
Revision C: Oct. 7, 2009
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: Crosslinked polyethylene PEX-a Engel Method; PEX 5006
Standard Grade Hydrostatic 200OF (93°C) at 80 psi
Ratings (PPI): 180OF (82°C) at 100 psi
73.4°F (23°C) at 160 psi
1/2", 3/4", and 1" AquaPEX® White only: 120OF (49°C) at 130 psi
Linear Expansion Rate: 1.10"/10°F (120C)/100'
Product Information and Application Use
Uponor AquaPEX White is tubing used for hot and cold domestic potable water distribution, residential
fire safety and radiant heating systems containing no ferrous corrodible components or where ferrous
components are isolated from the tubino.
✓ Description Part Number I.D. (A) O.D. (B) Weight
1/4" Uponor AquaPEX White, 100-ft. coil
F1040250
0.241"
0.375"
4.0 lbs.
3/a" Uponor AquaPEX White, 400-ft. coil
F1090375
0.350"
0.500"
20.0 lbs.
3/a" Uponor AquaPEX White, 1,000-ft. coil
F1120375
0.350"
0.500"
44.0 lbs.
1/2" Uponor AquaPEX White, 100-ft. coil*
F1040500
0.475"
0.625"
6.0 lbs.
1/2" Uponor AquaPEX White, 300-ft. coil*
F1060500
0.475"
0.625"
18.0 lbs.
1/2" Uponor AquaPEX White, 1,000-ft. coil*
F1120500
0.475"
0.625"
54.0 lbs.
5/a" Uponor AquaPEX White, 300-ft. coil
F1060625
0.574"
0.750"
28.0 lbs.
5/a" Uponor AquaPEX White, 1000-ft. coil
F1120625
0.574"
0.750"
86.0 lbs.
3/4" Uponor AquaPEX White, 100-ft. coil*
F1040750
0.671"
0.875"
10.0 lbs.
3/4" Uponor AquaPEX White, 300-ft. coil*
F1060750
0.671"
0.875"
34.0 lbs.
3/4" Uponor AquaPEX White, 500-ft. coil*
F1100750
0.671"
0.875"
54.0 lbs.
1" Uponor AquaPEX White, 100-ft. coil*
F1041000
0.862"
1.125"
20.0 lbs.
1" Uponor AquaPEX White, 300-ft. coil*
F1061000
0.862"
1.125"
56.0 lbs.
1" Uponor AquaPEX White, 500-ft. coil*
F1101000
0.862"
1.125"
93.0 lbs.
11/4" Uponor AquaPEX White, 100-ft. coil
F1061250
1.054"
1.375"
34.0 lbs.
1'/4" Uponor AquaPEX White, 300-ft. coil
F1021250
1.054"
1.375"
106.0 lbs.
11/2" Uponor AquaPEX White, 100-ft. coil
F1061500
1.244"
1.625"
44.0 lbs.
11/2" Uponor AquaPEX White, 300-ft. coil
F1021500
1.244"
1.625"
133.0 lbs.
2" Uponor AquaPEX White, 100-ft. coil
F1062000
1.629"
2.125"
68.2 lbs.
2" Uponor AquaPEX White, 200-ft. coil
F1052000
1.629"
2.125"
136.4 lbs.
2" Uponor AquaPEX White, 300-ft. coil
F1022000
1.629"
2.125"
204.6 lbs.
3" Uponor AquaPEX White, 100-ft. coil
F1063000
2.400"
3.125"
128.0 lbs.
3" Uponor AquaPEX White, 350-ft. coil
F1023000
2.400"
3.125"
442.0 lbs.
Installation
Approved fittings are ProPEXO fittings' for sizes 3/8" through 2" AquaPEX. Use WIPEXTm fittings for 3" AquaPEX. Refer to the AquaPEX
Professional Plumbing Installation Handbook, AquaSAFETm Fire Safety Installation Guide or the Uponor Radiant Installation Handbook for details.
Standards
Codes
CSA B137.5; ASTM F876; ASTM IPC; UPC;
F877; ASTM F1960; ASTM-E84; NSPC; NPC
ASTM-E119/UL 263 of Canada
Related Applications
PEX-a Plumbing Systems
AquaSAFE Fire Safety Systems
Listings
*1/2", 3/4", 1" UL 1821; *ULC/ORD - C 199 P; IAPMO; CSA; HUD; WARNOCK HERSEY; NSF;
ITS; UL; ICC; ANSI/NSF 14- and 61-certified; CAN/ULC S102.2; U.S.: 3/4" diameter and
smaller; Canada: 1" diameter and smaller
Contact Information
Uponor, Inc. Uponor Ltd.
5925 148th Street West 2000 Argentia Rd., Plaza 1, Ste. 200
Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA
Phone:(800) 321-4739 Phone: (888) 994-7726
Fax: (952) 891-2008 Fax: (800) 638-9517
www.uponor-usa.com www.uponor.ca
1ProPEX8 is a registered trademark of Uponor, Inc. ProPEX- is a trademark of Uponor Ltd.
ProPEXO Ring
uponof
Submittal Information
Revision A: March 17, 2009
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: PEX-a (Engel Method)
Density:
926 to 940 kg/m3
Degree of Crosslinking: 70% to 89%
Product Information and Application Use
Manufactured from PEX-a material, Uponor ProPEXO Rings are required to
make a proper ProPEX connection.' Red print on the rings indicates hot
lines. The 1/2" and 3/4" ProPEX rings with stop includes a leading edge
chamfer and stop edge.
✓ Description
ProPEX Ring, 3/s"
ProPEX Ring with Stop, 1/2" (red print)
ProPEX Ring with Stop, 1/2"
ProPEX Ring, 5/8"
ProPEX Ring with Stop, 3/4"
ProPEX Ring, 1"
ProPEX Ring, 11/4"
ProPEX Ring, 11/2"
ProPEX Ring, 2"
Installation
Part Number
Length
i.d.
o.d.
Weight
Q4690302
0.54"
0.49"
0.74"
0.005lbs.
Q4690511
0.63"
0.63"
0.87"
0.006lbs.
Q4690512
0.63"
0.63"
0.87"
0.006lbs.
Q4680625
0.79"
0.75"
1.00"
0.008lbs.
Q4690756
0.87"
0.88"
1.13"
0.012lbs.
Q4681000
1.10"
1.13"
1.42"
0.020lbs.
Q4681250
1.35"
1.38"
1.66"
0.030lbs.
Q4681500
1.61"
1.63"
1.91"
0.040lbs.
Q4682000
1.97"
2.14"
2.61"
0.133lbs.
Square cut the Uponor ProPEX tubing. Remove excess material. Slide the ProPEX Ring over the end of the tubing (maximum 1/,e over -hang).
When using the 1/2" ProPEX Ring with stop edge, slide the ring on (i.e., chamfered edge first) until the end of the tubing contacts the stop
edge. Expand tubing and ring. Rotate tool a quarter turn after each expansion to prevent the formation of grooves. Remove the expansion
tool and fully seat the tubing and ring against the shoulder of the fitting. You should make ProPEX connections at temperatures above
50F /-15°C. For more information, refer to the AquaPEX° Professional Plumbing Installation Handbook, AQUASAFE° Fire Safety Installation
Guide or the Uponor Radiant Installation Handbook.
Standards
ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
UL 1821 (1/2", 3/4" and 1"); ULC/ORD - C 199 P (1/2",
3/4" and 1"); HUD MR 1269; ICC ESR 1099; ANSI/NSF 14- and 61-certified
Related Applications
Contact Information
PEX-a Plumbing Systems
Uponor, Inc.
Uponor Ltd.
Radiant Heating and Cooling Systems
5925 148ei Street West
2000 Argentia Rd., Plaza 1, Ste. 200
AQUASAFE Fire Safety Systems
Apple Valley, MN 55124 USA
Mississauga, ON L5N 1W1 CANADA
Phone: (800) 321-4739
Phone: (888) 994-7726
Fax: (952) 891-2008
Fax: (800) 638-9517
www.uponor-usa.com
www.uponor.ca
1ProPEX6 Is a registered trademark of Uponor, Inc. ProPEX"is a trademark of Uponor Ltd.
ProPEX° Engineered
Submittal Information
Revision D: June 8, 2012
Polymer (EP) Tee
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: UDELO Polysulfone, 20% Glass -reinforced (1/2" to 1")
Acudel® Modified Polyphenylsulfone (11/4" to 11/2")
Radel° Polyphenylsulfone (2")
Maximum Temperature
(no pressure): 320°F(1600C)
Maximum Working
Temperature/Pressure: 210OF (99°C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEX® Engineered Polymer (EP) Tee makes diverting connections for
Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold
domestic potable water systems, residential fire sprinkler systems and
hydronic radiant heating and cooling systems. Each end of the tee is
manufactured with an Uponor ProPEX fitting for connections to Uponor
AquaPEX° or Wirsbo hePEXTM tubing.'
Note: Branch size is listed last in the part descriptions.
Uponof
Description
Part Number
A
B
Weight
❑ ProPEX EP Tee, 1/2" PEX x yi' PEX x 1/2" PEX
Q4755050
2.50"
1.53"
0.02 lbs.
[] ProPEX EP Tee, 3/4" PEX x 3/4" PEX x 3/4" PEX
Q4757575
3.30"
1.94"
0.05 lbs.
❑ ProPEX EP Tee, 1" PEX x 1" PEX x 1" PEX
Q4751010
4.10"
2.47"
0.07 lbs.
0 ProPEX EP Tee, 11/4" PEX x 11/4" PEX x 11/4" PEX
Q4751313
4.80"
3.22"
0.15 lbs.
❑ ProPEX EP Tee, 11/2" PEX x 11/2" PEX x 11/2" PEX
Q4751515
5.80"
3.82"
0.25 lbs.
0 ProPEX EP Tee, 2" PEX x 2" PEX x 2" PEX
Q4752000
7.45"
4.79"
0.38 lbs.
Installation
Use the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEX® Professional Plumbing Installation Guide, AquaSAFET"
Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
IAPMO 3558; ANSI/NSF 14- and 61-certified; HUD MR 1269; ICC ESR 1099; UL 1821; ULC/ORD-C199P
Related Applications Contact Information
PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems 5925 148th Street West 2000 Argentia Road, Plaza 1, Suite 200
Snow Melting Systems Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA
Turf Conditioning Systems Phone: (800) 321-4739 Phone: (888) 994-7726
Permafrost Prevention Systems Fax: (952) 891-2008 Fax: (800) 638-9517
AquaSAFE Fire Safety Systems www.uponorpro.com www.uponorpro.com
1ProPEX® is a registered trademark of Uponor, Inc. ProPEX'" Is a trademark of Uponor Ltd.
ProPEX° Engineered Polymer (EP) Reducing Tee
Submittal Information
Revision E: June 8, 2012
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: UDEL® Polysulfone, 20% Glass -reinforced (1/2 to 1")
AcudeP Modified Polyphenylsulfone (11/4" to 11/2")
Radel® R Polyphenylsulfone (2")
Maximum Temperature (no pressure): 320°F (160°C)
Max. Working Temperature/Pressure: 210°F (99°C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEX® Engineered Polymer (EP) Reducing Tee makes diverting connections for Uponor
crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic potable water
systems, residential fire sprinkler systems and hydronic radiant heating and cooling systems.
Each end of the tee is manufactured with an Uponor ProPEX fitting for connections to Uponor
AquaPEX® or Wirsbo hePEXTM tubing.' Note: Branch size is listed last in the part descriptions.
uponof
✓ Description Part Number Length (A) Height (B) Weight
❑
ProPEX EP Reducing Tee, 1/2" PEX x 1/2' PEX x 3/4" PEX
Q4755575
2.86"
1.76"
0.03 lbs.
❑
ProPEX EP Reducing Tee, 3/4" PEX x 1/2" PEX x 1/2" PEX
Q4757555
3.10"
1.70"
0.04 Ibs.
❑
ProPEX EP Reducing Tee, 3/4" PEX x 1/2." PEX x 3/4" PEX
Q4757557
3.10"
1.94"
0.04 Ibs.
❑
ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 5/a" PEX
Q4757563
3.30"
1.85"
0.05 Ibs.
❑
ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 1/2" PEX
Q4757550
3.30"
1.70"
0.04 lbs.
❑
ProPEX EP Reducing Tee, 3/4" PEX x 3/4" PEX x 1" PEX
Q4757710
3.64"
2.32"
0.08 lbs.
❑
ProPEX EP Reducing Tee, 1" PEX x 3/4" PEX x 3/4" PEX
Q4751775
3.90"
2.24"
0.08 lbs.
❑
ProPEX EP Reducing Tee, 1" PEX x 3/4" PEX x 1" PEX
Q4751751
3.90"
2.47"
0.08 lbs.
❑
ProPEX EP Reducing Tee, 1" PEX x 1" PEX x'/i' PEX
Q4751150
4.10"
2.00"
0.08 lbs.
❑
ProPEX EP Reducing Tee, 1" PEX x 1" PEX x 3/4" PEX
Q4751175
4.10"
2.24"
0.09 Ibs.
❑
ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 3/4" PEX
Q4751317
4.60"
2.73"
0.11 Ibs.
❑
ProPEX EP Reducing Tee, 11/4" PEX x 1" PEX x 1" PEX
Q4751311
4.60"
2.97"
0.12 Ibs.
❑
ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x 3/4" PEX
Q4751337
4.80"
2.73"
0.13 lbs.
❑
ProPEX EP Reducing Tee, 11/4" PEX x 11/4" PEX x 1" PEX
Q4751331
4.80"
2.97"
0.14 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 3/4" PEX
Q4751517
5.25"
3.06"
0.17 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 1" PEX x 1" PEX
Q4751511
5.25"
3.30"
0.18 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 11/4 PEX x 3/4" PEX
Q4751537
5.50"
2.65'
0.18 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 11/4" PEX x 1" PEX
Q4751531
5.50"
2.85"
0.19 lbs.
❑
ProPEX EP Reducing Tee, 11/2 ' PEX x 11/4 PEX x 11/4" PEX
Q4751533
5.50"
3.15"
0.21 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 3/4" PEX
Q4751557
5.80"
3.06"
0.20 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 1" PEX
Q4751551
5.75"
3.30"
0.21 lbs.
❑
ProPEX EP Reducing Tee, 11/2" PEX x 11/2" PEX x 11/4" PEX
Q4751553
5.80"
3.56"
0.22 Ibs.
❑
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 3/4" PEX
Q4752575
6.62"
3.30"
0.30 Ibs.
❑
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 1" PEX
Q4752051
6.50"
3.40"
0.30 lbs.
❑
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 11/4" PEX
Q4752053
6.62"
3.80"
0.34 lbs.
❑
ProPEX EP Reducing Tee, 2" PEX x 11/2" PEX x 11/2" PEX
Q4752055
6.62"
4.10"
0.35 lbs.
❑
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 3/4" PEX
Q4752275
6.93"
3.30"
0.34 lbs.
❑
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 1" PEX
Q4752210
6.93"
3.40"
0.36 lbs.
❑
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 11/4" PEX
Q4752213
6.62"
3.80"
0.37 Ibs.
❑
ProPEX EP Reducing Tee, 2" PEX x 2" PEX x 11/2" PEX
Q4752215
7.13"
4.10"
0.44 lbs.
Installation
Use
the appropriate ProPEX Ring for PEX-a tubing. Refer to the Uponor AquaPEXO Professional Plumbing Installation Guide, AquaSAFETM
Residential
Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional information.
Standards Codes
Listings
CAN/CSA B137.5; ASTM F877; IPC; UPC; NSPC; NPC of Canada NSF U.P. CODE; ANSI/NSF 14- and 61-certified; HUD MR 1269;
ASTM F1960
ICC ESR 1099; UL 1821 and ULC/ORD-C199P (except Q4757563)
Related Applications
Contact Information
PEX-a Plumbing Systems
Uponor, Inc.
Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems
5925 148"' Street West
2000 Argentia Rd., Plaza 1, Ste. 200
Snow and Ice Melting Systems
Apple Valley, MN 55124 USA
Mississauga, ON L5N 1W1 CANADA
Turf Conditioning Systems
Phone: (800) 321-4739
Phone: (888) 994-7726
Permafrost Protection Systems
Fax: (952) 891-2008
Fax: (800) 638-9517
AquaSAFE Fire. Safety Systems
www.uponorpro.com
www.uponorpro.com
1ProPEX® Is a registered trademark of Uponor, Inc. ProPEX'" is a trademark of Uponor Ltd.
ProPEXO Engineered Polymer (EP) Elbow uponof
Submittal Information
Revision D: June 8, 2012
Project Information
Job Name:
Location: Part No. Ordered:
Engineer: Date Submitted:
Contractor: Submitted By:
Manufacturer's Representative: Approved By:
Technical Data
Material: UDEL® Polysulfone, 20% Glass -reinforced (1/2 to 1")
Acudel® Modified Polyphenylsulfone (11/4" to 11/2")
Radel° R Polyphenylsulfone (2")
Maximum Temperature
(no pressure): 320°F (160°C)
Maximum Working
Temperature/Pressure: 210OF (99°C) at 150 psi (1,034 kPa)
Product Information and Application Use
The ProPEX® Engineered Polymer (EP) Elbow makes 90-degree connections for
Uponor crosslinked polyethylene (PEX-a) tubing for use in hot and cold domestic
potable water systems, residential fire safety and hydronic radiant heating and
cooling systems. Each end of the elbow is manufactured with an Uponor ProPEX
fitting for connections to Uponor AquaPEX® or Wirsbo hePEXTM tubing.'
Description
Part
A
B
Weight -
Number
❑ ProPEX EP Elbow,'/2" PEX x 1/2" PEX
Q4760500
1.30"
1.30"
0.02 lbs.
❑ ProPEX EP Elbow, 3/4" PEX x 3/4" PEX
Q4760750
1.60"
1.60"
0.03 lbs.
❑ ProPEX EP Elbow, 1" PEX x 1" PEX
Q4761000
2.10"
2.10"
0.07 lbs.
❑ ProPEX EP Elbow, 11/4" PEX x 11/4" PEX
Q4761250
2.45"
2.45"
0.11 lbs.
❑ ProPEX EP Elbow, 11/2" PEX x 11/2" PEX
Q4761500
2.77"
2.77"
0.18 lbs.
❑ ProPEX EP Elbow_ , 2" PEX x 2" PEX
Q4762000
3.76"
3.76"
0.30 lbs.
Installation
Use the appropriate ProPEX Ring for PEX-a tubing.
Refer to the Uponor AquaPEX® Professional
Plumbing Installation Guide, AquaSAFETM
Residential Fire Sprinkler Installation Guide or Uponor Radiant Installation Handbook for additional
information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F1960
Codes
IPC; UPC; NSPC; NPC of Canada
Listings
IAPMO 3558; ANSI/NSF 14- and 61-certified; HUD MR 1269; ICC ESR 1099; UL 1821; ULC/ORD-C199P
Related Applications Contact Information
PEX-a Plumbing Systems Uponor, Inc. Uponor Ltd.
Hydronic Radiant Heating and Cooling Systems 5925 148t' Street West 2000 Argentia Road, Plaza 1, Suite 200
Snow Melting Systems Apple Valley, MN 55124 USA Mississauga, ON L5N 1W1 CANADA
Turf Conditioning Systems Phone: (800) 321-4739 Phone: (888) 994-7726
Permafrost Prevention Systems Fax: (952) 891-2008 Fax: (800) 638-9517
AquaSAFE Fire Safety Systems www.uponorpro.com www.uponorpro.com
1ProPEX® is a registered trademark of Uponor, Inc. ProPEX'" is a trademark of Uponor Ltd.
Uponof
ProPEXO Fire Sprinkler Adapter
Submittal Information
Revision B: March 17, 2009
Project Information
Job Name:
Location:
Part No. Ordered:
Engineer:
Date Submitted:
Contractor:
Submitted By:
Manufacturer's Representative:
Approved By:
Technical Data
Material: 300 Series Stainless Steel
Product Information and Application Use
Use the ProPEXO Fire Sprinkler Adapter in conjunction with the
appropriate sprinkler to provide a multi -purpose residential fire
sprinkler system'. For residential applications, the system is
installed with the cold -potable portion of the Uponor plumbing
system. Make connections with Uponor ProPEX fittings. These
fittings are designed for use only with 3/4" or 1" AquaPEX®
White tubing in the Uponor AQUASAFE° Looped System.
✓ Description
1-1 ProPEX Fire Sprinkler Adapter, 3/4" PEX x'/2" FNPT
ProPEX Fire Sprinkler Adapter, 1" PEX x'/2" FNPT
Installation
Part A B C D E Weight
Number
Q7517550 0.75" 1.88" 2.50" 1.82" 1.41" 0.268lbs.
Q7511050 0.7511 1.88" 2.50" 2.06" 1.54" 0.408lbs.
Use appropriate ProPEX Ring for connecting the tubing. Refer to the AquaPEX Installation Handbook or the Uponor AQUASAFE®
Installation Guide for additional information.
Standards
CAN/CSA B137.5; ASTM F877; ASTM F 1960
Codes
IPC; UPC; NSPC; IRC; IMC; NPC of Canada
Listings
ANSI/NSF 14- and 61-certified; U.P. Code; ICC ESR 1099; HUD MR 1269; UL 1821; ULC/ORD - C 199 P
Related Applications
PEX-a Plumbing Systems
AQUASAFE Fire Safety Systems
Contact Information
Uponor, Inc.
5925 148"' Street West
Apple Valley, MN 55124 USA
Phone: (800) 321-4739
Fax: (952) 891-2008
www.uponor-usa.com
Uponor Ltd.
2000 Argentia Rd., Plaza 1, Ste. 200
Mississauga, ON L5N SW1 CANADA
Phone: (888) 994-7726
Fax: (800) 638-9517
www.uponor.ca
'ProPEXO is a registered trademark of Uponor, Inc. ProPEX`" is a trademark of Uponor Ltd.
The Design Criteria for Sloped & Sloped Beamed Ceilings in NFPA 13D
One and Two Family Dwellings & Manufactured Homes Has Changed.
02 L L Ul
�a
C
RLt A 1J.1
LISTED AREA OF COVERAGE
CORRESPONDS TO CEILING SLOP
L -THE MAXIMUM LISTED SPRINKLER
SPACING, LENGTH (10'-W MAXIMUM)
(8'-0'MINIMUM) .
L/2. ONE HALF THE MAXIMUM LISTED
SPRINKLER SPACING (5'-0" MAXIMUM)
(4'ArMINIMUM)
W - THE MAXIMUM LISTED SPRINKLER
$PACING, WIDTH (1U'-01 .
A-3'-0'MAXIMUM.
8-RANGE:2112 (9.4j<858112 (33.71 .
C - 8'•0' MINIMUM.
B D
RFVA-M 0
WSM08
i -H.0
D-r•0'MKWUM
A-X. O'MAMMUM
A Tentative Interim Amendment (TIA
No.1028R) to NFPA 13D for 2010 has been
issued by the NFPA Standards Council.
Testing supported by The Fire Protection
Research Foundation indicates that
residential sprinklers listed for applications
with smooth, flat ceilings can meet the stated
purpose in NFPA 13D standards when
installed on a sloped or sloped and beamed
ceiling.
Sloped and Sloped/Beamed Ceilings, under
certain conditions, can now be protected with
residential sprinklers based upon a maximum
two (2) sprinkler demand that has the same
flow rate as the sprinklers smooth, flat ceiling
listing.
The TIA No.1028R revises NFPA 13D - 2010 edition sections'8.1.2, 8.1.3, A-84.2, and A.8.1.3.
Please read and adhere to these sections for the complete new design criteria.
A brief recap: i
The sprinklers in the design area shall be all of the sprinklers in a compartment, up to a maximum of
two, which require the greatest demand for:
• Smooth, flat ceilings to a maximum 24 feet in height. r
e Smooth, ceilings (with no beams) sloped up to 8112 and a maximum ceiling
height of 24' above the floor.
• A ceiling with beams up to 14" deep sloped up to 8/12 and a maximum ceili.pg ,
height of 24' above the floor. Pendent sprinklers shall be installed under the beams and
the compartment cannot exceed 600 square feet,
• A ceiling with beams of any depth sloped up to 8/12 and a maximum ceiling
height of 24' above the floor. Sidewall or pendent sprinklers shall be installed in each pocket
formed by the beams and the compartment cannot exceed 600 square feet.
All Reliable residential sprinklers can be used for these applications based upon the'spacing, flow, and
.pressure as listed for smooth and flat ceilings. (See Bulletins: 135, 006,'033 and 032):
This TIA is for 13D applications only. Changes to 13R will be in the 2013 Edition. Our special 10' x 10'
spacing listings for sloped ceilings are still advantageous for 13R installations. (See Table 9, Bulletin
035).
For any questions, please contact Technical Services at 1-800-55-RASCO.
The Reliable Automatic Sprinkler Co., Inc. • Manufacturer & Distributor of Fire Protection Equipment
www.reliablesprinkler.com • 1.800A31.1588