CC-11-1518Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795 -2204 Fax: (305)756 -8972
Inspection Number: INSP- 163487
Scheduled Inspection Date: June 15, 2012
Inspector: Hernandez, Rafael
Owner: , BARRY UNIVERSITY
Job Address: 11300 NE 2 Avenue NEW DORM
Miami Shores, FL 33138 -0000
Project: BARRY UNIVERSITY
Contractor: SUMMERS FIRE SPRINKLERS
Permit Number: CC -8 -11 -1518
Permit Type: Commercial Construction
Inspection Type: Final
Work Classification: New
Phone Number
Parcel Number 1121360010160 -37
Phone: (561)393 -6718
Building Department Comments
INSTALLATION OF A NEW FIRE SPRINKLER SYSTEM
Passed
Failed
Correction
Needed
Re- Inspection
Fee
No Additional Inspections can be scheduled until
re- inspection fee is paid.
Inspector Comments
FIRE SPRINKLER SYSTEM
PLEASE PICK UP RE- CERTIFICAT1ON FROM MIAMI_DADE
June 14, 2012
For Inspections please call: (305)762 -4949
Page 1 of 3
Miami Shores Village
/ 5 /1 i - Ti- Buildin g Department
artment
(7A �� f _ 10050 N.E.2nd Avenue, Miami Shores, Florida 33138
ot eV,Jtr1'`��'( Tel: (305) 795.2204 Fax: (305) 756.8972
I INSPECTION'S PHONE NUMBER: (305) 762.4949
BUILDING
PERMIT APPLICATION
FBC 20
Permit No. C t 1 '— B
Master Permit No.
_
Permit Type: PLUMBING
OWNER: Name (Fee Simple Titleholder): 5∎ s-1 k \YJ 4'"�` l Phone#: !i " .4.1,-3050 '
Address: \GO V 1,44 L e.
City: VSrkM\ `•;11, State: r1, Zip: 331 b 1
Tenant/Lessee Name: ��) Ii rvAle.n -01j Phone#: F-S - ° M "AD,` ,
Email: ‘Ot AO ,%14, le, tAiA l \lx_r 1 - c;. v.,-
JOB ADDRESS: f 30D M 7 Me
NEW S
City: Miami Shores County: Miami Dade Zip: .53V6
Folio/Parcel #: liACks0000CP
Is the Building Historically Designated: Yes NO Flood Zone:
404)±7
CONTRACTOR: Company Name: 5 UMM e r3 Fi re ?r;4k /er s Phone #: C. /) 3P 3-4 7/ $
Address: 7 5 / r�Pea c 1C b 1F CO PP, ..n erc 0. v r". .' 014t t.° J D e%
City: BO c c&. Re4. *'OA State: PL. Zip: 33 VS 7
Qualifier Name: 54 rre+. P. 6re. in; , Phone#: C/) 3f3 -47/7
State Certification or Registration #: 9 2/ D 7 rD o o /2 0o/ Certificate of Competency #:
Contact Phone #: ( 9 23? -2.7 3 / Email Address: p ci"l ri c/< G 1S Om on e e 4: A'rc • Cops
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ 1 W I cV Sgna inset Footage of Work: 7 0.1 000
Type of Work: OAddress OAlteration i ew ORepair/Replace Demolition
Description of Work: �n s7 /%e lei D r� t f GL ne° L4.. t'i r'r° si %ri n itle .
Sy step,.
Da
****** * * ** * *** * * * * * ** * * * * * ** * * * * ** * **
*F
V
Submittal Fee $1- O. T' . Permit Fee $ 4:4,-:.-10—""
,-:.-1® CCF $ CO /CC $
Scanning Fee $ Radon Fee $ DBPR $ Bond $
Notary $ Training/Education Fee $ Technology Fee $
Double Fee $ Structural Review $
TOTAL FEE NOW DUE I -t,._ 5 0
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby ;made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection whic occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
a reinspection fee will be charged
inspection will not be a
Signature
Owner or Agent
The foregoing instrument was acknowledged before me this
day of Zt/7 , 20 ,[,L, by 2t/ae, ,Ep Rah :VS ,
o is perso ally known to me r who has produced
As identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
My Commission Expires:
C'
CP�116,i:
4 S
;fir; 11110•••
*** * * * * * * * * ** * * * * * * * * * * * * * * *°*** *w •l** 4DD02886r** 40******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * ** **
ealsid*0 /c1.1
a •••• miner Zoning
•,10111111111 111 .NN
Structural Review Clerk
The foregoing instrument was acknowleedd�ed bef ree this".7,j
day of Its. t 1 , 20 4., by lrlo reT 6 TG. /1 / rT CJ
who is personally known to me or who has produced
as identification and who did take an oath,
NOTARY P !. LIC:
APPROVED BY
(Revised 07 /10/07XRevised 06/10/2009XRevised 3 /15/09)
_ Fire Protection by Computer
CITY
�COPY
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561- 393 -6718
Job Name : BARRY UNIVERSITY - TRASH CHUTE
Building
Location : MIAMI FLORIDA
System : 3 HEADS
Contract
Data File : Trash AREA 1.wxf
Cmmnutar Prnnrams by Hydrator: Inc. Rn11tR 111 Windham N.H. LISA 030R7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: 3 HEADS
Remote area location:
Occupancy classification:
Density: 0.2 - Gpm/SqFt
Area of application: 3SPRINKLERS SqFt
Coverage per sprinkler: 130 - SqFt
Type of sprinklers calculated: ORDINARY HAZARD
No. of sprinklers calculated: 3
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 336.78 - GPM
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115TH ST
Source: HYDRANT 1999 0447718848119885
Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
@ 50.05 - Psi
rmmnutpr Pmnrams by Hvdratar. Inr.. Prude 111 Windham N_H_ (iSA n.inR7
Water Supply. Curve (C)
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 2
Date
City Water Supply: Demand:
C1 - Static Pressure : 65 D1 - Elevation : 14.292
C2 - Residual Pressure: 60 D2 - System Flow : 86.787
C2 - Residual Flow : 1924 D2 - System Pressure : 50.055
Hose ( Demand) : 250
D3 - System Demand : 336.787
Safety Margin : 14.746
150
140
130
P 120
R110
E 100
S 90
s 80
U70
-
-
-
-
-
-
C1
C2
R 60
E 50
40
30
20
10
-
D2
o
°
03
9.
DI
1....
.... 1..._.
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
Fittings Used Summary
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 3
Date
Fitting Legend
Abbrev. Name
11/4 11/2 2 21/2 3
31/2
4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure i riuw ournmetry - 1 HlvuHr[u
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 4
Date
Node Elevation K -Fact Pt Pn Flow Density Area Press
No. Actual Actual Req.
1 30.0 5.6 21.56 na 26.0 0.2 130 7.0
2 11.0 30.0 na
3 11.0 31.79 na
4 11.0 33.96 na
5 11.0 43.14 na
BT 11.0 43.22 na
BB 1.0 47.63 na 100.0
AT 1.0 47.91 na
AB -3.0 49.67 na
BFOT -3.0 49.72 na
BFOB -8.0 51.94 na
BFIT -8.0 51.95 na
BFIB -13.0 54.16 na
TEST -3.0 50.05 na 150.0
6 20.0 5.6 25.63 na 28.35 0.2 130 7.0
7 11.0 29.78 na
8 11.0 31.13 na
9 5.0 5.6 33.55 na 32.44 0.2 130 7.0
10 11.0 31.27 na
The maximum velocity is 18.62 and it occurs in the pipe between nodes 4 and 5
Cmmmutar Prnnrams by Hvdratec Inc_ Rniita 111 Windham N . 11SA r13r1R7
rlri ii L. tI :ulcluUE1 - na�eII- vvunarn5
SUMMER FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln Total Pf Pn
Notes * * * * **
1 26.00 1.049 0.0 1.000 21.556
to 120.0 0.0 0.0 8.229
2 26.0 0.2110 0.0 1.000 0.211
K Factor = 5.60
Vel = 9.65
2 0.0 1.049 1T 5.0 1.460 29.996
to 120.0 1E 2.0 7.000 0.0
3 26.0 0.2115 0.0 8.460 1.789
Vel = 9.65
3 28.35 1.38 0.0 10.000 31.785
to 120.0 0.0 0.0 0.0
4 54.35 0.2176 0.0 10.000 2.176
Vel = 11.66
4 32.44 1.38 1E 3.0 8.760 33.961
to 120.0 1T 6.0 9.000 0.0
5 86.79 0.5171 0.0 17.760 9.184
Vel = 18.62
5 0.0 4.26 1E 13.167 22.660 43.145
to 120.0 0.0 13.167 0.0
BT 86.79 0.0021 0.0 35.827 0.076
Vel = 1.95
BT 0.0 4.26 2E 26.334 10.000 43.221
to 120.0 0.0 26.334 4.331
BB 86.79 0.0021 0.0 36.334 0.078 Vel = 1.95
BB 100.00 4.26 2E 26.334 5.500 47.630 Qa = 100
to 120.0 0.0 26.334 0.0
AT 186.79 0.0088 0.0 31.834 0.281 Vel = 4.20
AT 0.0 6.357 1E 17.603 4.000 47.911
to 120.0 0.0 17.603 1.732
AB 186.79 0.0012 0.0 21.603 0.027
Vel = 1.89
AB 0.0 6.357 1E 17.603 22.730 49.670
to 120.0 0.0 17.603 0.0
BFOT 186.79 0.0013 0.0 40.333 0.051
Vel = 1.89
BFOT 0.0 6.09 2E 28.567 5.000 49.721
to 120.0 0.0 28.567 2.166
BFOB 186.79 0.0015 0.0 33.567 0.051
Vel = 2.06
BFOB 0.0 6.09 0.0 4.930 51.938
to 120.0 0.0 0.0 0.0
BFIT 186.79 0.0016 0.0 4.930 0.008
VeI = 2.06
BFIT 0.0 6.09 2E 28.567 5.000 51.946
to 120.0 0.0 28.567 2.166
BFIB 186.79 0.0015 0.0 33.567 0.051
Vel = 2.06
BFIB 0.0 6.09 2E 28.567 115.260 54.163
to 120.0 0.0 28.567 -4.331
TEST 186.79 0.0016 0.0 143.827 0.223 Vel = 2.06
150.00 Qa = 150.00
336.79 50.055 K Factor = 47.60
6 28.35 1.049 0.0 1.000 25.632 K Factor = 5.60
to 120.0 0.0 0.0 3.898
7 28.35 0.2480 0.0 1.000 0.248 Vel = 10.52
7 0.0 1.049 2E 4.0 1.460 29.778
to 120.0 0.0 4.000 0.0
8 28.35 0.2480 0.0 5.460 1.354
Vel = 10.52
8 0.0 1.38 0.0 10.000 31.132
to 120.0 0.0 0.0 0.0
3 28.35 0.0653 0.0 10.000 0.653
Vel = 6.08
Cnmmitrr Prnnrams by Hydrator. In Polito 111 Windham N_H. (ISA f13nR7
rirld1 - ndcen- VVIIIIdrn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY - TRASH CHUTE
Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
Ref. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
0.0
28.35 31.785
9 32.44 1.049 0.0 1.000 33.548
to 120.0 0.0 0.0 -2.599
10 32.44 0.3190 0.0 1.000 0.319
K Factor = 5.03
K Factor = 5.60
Vel = 12.04
10 0.0 1.049 1T 5.0 1.460 31.268
to 120.0 1E 2.0 7.000 0.0
4 32.44 0.3183 0.0 8.460 2.693
Vel = 12.04
0.0
32.44
33.961 K Factor = 5.57
Cmmniitar Prnnrams by Hvdratac Inc. Rnuta 111 Windham N . 11SA f13f1R7
_ _ _ Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561 - 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 1
Contract
Data File : cal -3 AREA 1.wxf
i 1 ' 1e L ��r
Cmmt-utPr Prnnrams by Hvrtratar. Inc Rrnita 111 Windham N_H. I iSA n3(1R7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 1
Remote area location: THIRD FLOOR
Occupancy classification: RESIDENTIAL
Density: 0.05 - Gpm /SqFt
Area of application: 4 SPRINKLERS - SqFt
Coverage per sprinkler: 256 - SqFt
Type of sprinklers calculated: RESIDENTIAL
No. of sprinklers calculated: 4
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 164.86 - GPM @ 53.41 - Psi
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115TH ST
Source: HYDRANT 1999 0447718848119885
Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Cmmnutir Prnnrams by Hvdratar. Inr. Rnuta 111 Windham N _ USA 031187
Water Sup Curve (C)
SUMMERS F SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page III
Date
City Water Supply: Demand:
01 - Static Pressure : 65 D1 - Elevation : 15.592
C2 - Residual Pressure: 60 D2 - System Flow : 64.865
C2 - Residual Flow : 1924 D2 - System Pressure : 53.415
Hose ( Demand) : 100
D3 - System Demand : 164.865
Safety Margin : 11.532
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70 0
R60
E 50
40 D
30
20
10
-
-
-
ei
C2
D2
0
�
i
.
.
DI
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
Fittings Us Summary
SUMMERS
SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page ill
Date
Fitting Legend
Abbrev. Name
'A 3A
1 11/4
2 2'/2 3 3%2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure / now y - I HIVUHr[u
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
Node Elevation K -Fact Pt Pn Flow Density Area Press
110• Actual Actual Req.
1 33.0 4.4 13.3 na 16.05 0.05 256 13.3
2 34.0 14.36 na
3 34.0 15.0 na
4 34.0 15.76 na
5 34.0 15.84 na
6 34.0 19.2 na
TOR 34.0 32.0 na
BOR 11.0 41.99 na 100.0
BT 11.0 43.02 na
BB 1.0 47.6 na
AT 1.0 47.82 na
AB -3.0 49.58 na
BFOB -3.0 49.63 na
BFOT -8.0 51.83 na
BFIT -8.0 55.36 na
BFIB -13.0 57.57 na
TEST -3.0 53.42 na
7 33.0 4.4 13.48 na 16.15 0.05 256 13.3
8 34.0 14.56 na
9 34.0 15.21 na
10 33.0 4.4 13.69 na 16.28 0.05 256 13.3
11 34.0 14.79 na
12 33.0 4.4 13.87 na 16.39 0.05 256 13.3
13 34.0 14.99 na
411, maximum velocity is 10.38 and it occurs in the pipe between nodes 5 and 6
Comnutar Prnnrams by HvdratPr. Inr. Rniita 111 Windham N . USA O f)R7
rIF - rrdceri- VV IIIIdIIIS
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
1 16.05 1.101 0.0 33.000 13.300
to 150.0 0.0 0.0 -0.433
2 16.05 0.0453 0.0 33.000 1.494
K Factor = 4.40
Vel = 5.41
2 0.0 1.101 1T 9.563 0.840 14.361
to 150.0 1E 3.825 13.387 0.0
3 16.05 0.0453 0.0 14.227 0.644
Vel = 5.41
3 16.27 1.394 1E 4.762 9.600 15.005
to 150.0 0.0 4.761 0.0
4 32.32 0.0524 0.0 14.361 0.753
Vel = 6.79
4 0.0 1.598 0.0 2.890 15.758
to 150.0 0.0 0.0 0.0
5 32.32 0.0270 0.0 2.890 0.078
Vel = 5.17
5 32.54 1.598 2T 23.312 11.070 15.836
to 150.0 0.0 23.312 0.0
6 64.86 0.0978 0.0 34.382 3.361
Vel = 10.38
6 0.0 2.003 6E 38.894 354.480 19.197
to 150.0 0.0 38.894 0.0
TOR 64.86 0.0325 0.0 393.374 12.800
Vel = 6.60
TOR 0.0 4.26 1E 19.896 23.000 31.997
to 150.0 0.0 19.897 9.961
.
OR 64.86 0.0008 0.0 42.897 0.035
OR 100.00 4.26 1E 13.167 133.030 41.993
to 120.0 0.0 13.167 0.0
BT 164.86 0.0070 0.0 146.197 1.024
Vel = 1.46
Qa = 100
Vel = 3.71
BT 0.0 4.26 2E 26.334 10.000 43.017
to 120.0 0.0 26.334 4.331
BB 164.86 0.0070 0.0 36.334 0.254
Vel = 3.71
BB 0.0 4.26 2E 26.334 5.500 47.602
to 120.0 0.0 26.334 0.0
AT 164.86 0.0070 0.0 31.834 0.223
Vel = 3.71
AT 0.0 6.09 1E 14.283 4.000 47.825
to 120.0 0.0 14.283 1.732
AB 164.86 0.0013 0.0 18.283 0.023
Vel = 1.82
AB 0.0 6.09 1E 14.283 22.730 49.580
to 120.0 0.0 14.283 0.0
BFOB 164.86 0.0012 0.0 37.013 0.045
Vel = 1.82
BFOB 0.0 6.09 2E 28.567 5.000 49.625
to 120.0 0.0 28.567 2.166
BFOT 164.86 0.0012 0.0 33.567 0.041
Vel = 1.82
BFOT 0.0 6.09 1Zaf 0.0 4.930 51.832
to 120.0 0.0 0.0 3.525
BFIT 164.86 0.0012 0.0 4.930 0.006
* Fixed loss = 3.525
Vel = 1.82
BFIT 0.0 6.09 2E 28.567 5.000 55.363
to 120.0 0.0 28.567 2.166
BFIB 164.86 0.0012 0.0 33.567 0.041
Vel = 1.82
.FIB 0.0 6.09 2E 28.567 115.260 57.570
120.0 0.0 28.567 -4.331
TEST 164.86 0.0012 0.0 143.827 0.176
Vel = 1.82
emmnutar Prnnrams by Hvdratar. Inn _ Rol ta 111 Windham N_H. IISA 03fR7
rlrlal l.,aluulauvns - nacen- vvnnarns
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
0.0
164.86 53.415
7 16.15 1.101 0.0 33.000 13.478
to 150.0 0.0 0.0 -0.433
8 16.15 0.0458 0.0 33.000 1.513
K Factor = 22.56
K Factor = 4.40
Vel = 5.44
8 0.0 1.101 1T 9.563 0.840 14.558
to 150.0 1E 3.825 13.387 0.0
9 16.15 0.0458 0.0 14.227 0.652
Vel = 5.44
9 16.39 1.394 1E 4.762 7.030 15.210
to 150.0 0.0 4.761 0.0
5 32.54 0.0531 0.0 11.791 0.626
Vel = 6.84
0.0
32.54 15.836
10 16.28 1.101 0.0 33.000 13.687
to 150.0 0.0 0.0 -0.433
11 16.28 0.0465 0.0 33.000 1.534
K Factor = 8.18
K Factor = 4.40
Vel = 5.49
11 0.0 1.101 1E 3.825 0.850 14.788
to 150.0 0.0 3.825 0.0
3 16.28 0.0464 0.0 4.675 0.217
Vel = 5.49
0.0
• 16.28 15.005
12 16.39 1.101 0.0 33.000 13.870
to 150.0 0.0 0.0 -0.433
13 16.39 0.0471 0.0 33.000 1.553
K Factor = 4.20
K Factor = 4.40
Vel = 5.52
13 0.0 1.101 1E 3.825 0.850 14.990
to 150.0 0.0 3.825 0.0
9 16.39 0.0471 0.0 4.675 0.220
Vel = 5.52
0.0
16.39
15.210 K Factor = 4.20
Cmmnutar Prnarams by Hvdratac Inc_ Rnuta 111 Windham N . l ISA n3fR7
•
•
Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561- 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 2
Contract
Data File : cal -3 AREA 2.wxf
Cmmnntar Prnnramc by Hvdratac Inc. Rnuta 111 Windham N _ l ISA nms7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 2
Remote area location: THIRD FLOOR
Occupancy classification: RESIDENTIAL
Density: 0.05 - Gpm/SqFt
Area of application: 4 SPRINKLERS - SqFt
Coverage per sprinkler: 256 - SqFt
Type of sprinklers calculated: RESIDENTIAL
No. of sprinklers calculated: 4
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 154.94 - GPM @ 42.15 - Psi
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115 TH ST
Source: HYDRANT 1999 0447718848119885
Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
C:mmnutar Prnnrams by Hvdratac Inr._ Rniita 111 Windham N - (ISA (130R7
Water Sup Curve (C)
SUMMERS SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page
Date
City Water Supply: Demand:
C1 - Static Pressure : 65 D1 - Elevation : 15.592
C2 - Residual Pressure: 60 D2 - System Flow : 54.949
C2 - Residual Flow : 1924 D2 - System Pressure : 42.157
Hose ( Demand) : 100
D3 - System Demand : 154.949
Safety Margin : 22.796
150
140
130
P 120
R 110
E 100
S 90
S 80
U70
R 60
E 5°
40
30 D$
20
10
o
C1
C2
_
D2
D1
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
Fittings Us Summary
SUMMERS
SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page III
Date
Fitting Legend
Abbrev. Name
34
1 11/4 1'h 2 2'/2 3
3'/z
4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 1390' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure / rww ournrnary - o r /11vuF1rw
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
ode Elevation K -Fact Pt Pn Flow Density Area Press
Actual Actual Req.
14 33.0 4.4 8.46 na 12.8 0.05 256 7.0
15 34.0 9.01 na
16 34.0 9.42 na
17 34.0 10.05 na
18 34.0 11.0 na
6 34.0 11.38 na
TOR 34.0 20.8 na
BOR 11.0 30.78 na 100.0
BT 11.0 31.7 na
BB 1.0 36.25 na
AT 1.0 36.45 na
AB -3.0 38.2 na
BFOB -3.0 38.25 na
BFOT -8.0 40.45 na
BFIT -8.0 44.13 na
BFIB -13.0 46.33 na
TEST -3.0 42.16 na
19 33.0 4.4 8.46 na 12.8 0.05 256 7.0
20 34.0 9.01 na
21 33.0 4.9 8.57 na 14.35 0.05 256 7.0
22 34.0 9.35 na
23 34.0 9.92 na
24 33.0 4.9 9.37 na 15.0 0.05 256 7.0
25 34.0 10.26 na
26 34.0 10.85 na
4111 maximum velocity is 6.39 and it occurs in the pipe between nodes 17 and 18
Cmmniitar Prnnramc by Hvdratac Inc_ Rniita 111 Windham N _ I ISA 01087
renal L.. IIUulauUnS - nacen -vv imams
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
yd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
14 12.80 1.101 0.0 33.000 8.463
to 150.0 0.0 0.0 -0.433
15 12.8 0.0298 0.0 33.000 0.983
K Factor = 4.40
Vel = 4.31
15 0.0 1.101 1T 9.563 0.200 9.013
to 150.0 1E 3.825 13.387 0.0
16 12.8 0.0298 0.0 13.587 0.405
Vel = 4.31
16 12.80 1.394 1T 9.523 9.070 9.418
to 150.0 0.0 9.523 0.0
17 25.6 0.0340 0.0 18.593 0.633
Vel = 5.38
17 14.35 1.598 1E 5.828 17.850 10.051
to 150.0 0.0 5.828 0.0
18 39.95 0.0399 0.0 23.678 0.944
Vel = 6.39
18 15.00 2.003 0.0 16.050 10.995
to 150.0 0.0 0.0 0.0
6 54.95 0.0239 0.0 16.050 0.384
Vel = 5.59
6 0.0 2.003 6E 38.894 354.480 11.379
to 150.0 0.0 38.894 0.0
TOR 54.95 0.0239 0.0 393.374 9.417
Vel = 5.59
TOR 0.0 4.26 1E 19.896 23.000 20.796
to 150.0 0.0 19.897 9.961
*OR 54.95 0.0006 0.0 42.897 0.027
OR 100.00 4.26 1E 13.167 133.030 30.784
to 120.0 0.0 13.167 0.0
BT 154.95 0.0062 0.0 146.197 0.912
Vel = 1.24
Qa = 100
Vel = 3.49
BT 0.0 4.26 2E 26.334 10.000 31.696
to 120.0 0.0 26.334 4.331
BB 154.95 0.0062 0.0 36.334 0.227
Vel = 3.49
BB 0.0 4.26 2E 26.334 5.500 36.254
to 120.0 0.0 26.334 0.0
AT 154.95 0.0062 0.0 31.834 0.198
Vel = 3.49
AT 0.0 6.09 1E 14.283 4.000 36.452
to 120.0 0.0 14.283 1.732
AB 154.95 0.0011 0.0 18.283 0.021
Vel = 1.71
AB 0.0 6.09 1E 14.283 22.730 38.205
to 120.0 0.0 14.283 0.0
BFOB 154.95 0.0011 0.0 37.013 0.041
Vel = 1.71
BFOB 0.0 6.09 2E 28.567 5.000 38.246
to 120.0 0.0 28.567 2.166
BFOT 154.95 0.0011 0.0 33.567 0.036
Vel = 1.71
BFOT 0.0 6.09 1Zaf 0.0 4.930 40.448
to 120.0 0.0 0.0 3.675
BFIT 154.95 0.0010 0.0 4.930 0.005
BFIT 0.0 6.09 2E 28.567 5.000 44.128
to 120.0 0.0 28.567 2.166
BFIB 154.95 0.0011 0.0 33.567 0.036
� FIB 0.0 6.09
120.0 2E 28.567 115.260 46.330
0.0 28.567 -4.331
TEST 154.95 0.0011 0.0 143.827 0.158
* Fixed loss = 3.675
Vel = 1.71
Vel = 1.71
Vel = 1.71
Cmmnntpr Prnnrams by Hvdratac Inc_ Rniita 111 Windham N_H. 11SA 031187
rindl lydiuweiLIUnS - ndctn- vvnndrr1S
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 6
Date
Oyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
0.0
154.95
42.157
19 12.80 1.101 0.0 33.000 8.463
to 150.0 0.0 0.0 -0.433
20 12.8 0.0298 0.0 33.000 0.983
K Factor = 23.86
K Factor = 4.40
Vel = 4.31
20 0.0 1.101 1T 9.563 0.200 9.013
to 150.0 1E 3.825 13.387 0.0
16 12.8 0.0298 0.0 13.587 0.405
Vel = 4.31
0.0
12.80 9.418
21 14.35 1.101 0.0 33.000 8.573
to 150.0 0.0 0.0 -0.433
22 14.35 0.0368 0.0 33.000 1.214
K Factor = 4.17
K Factor = 4.90
Vel = 4.84
22 0.0 1.101 1T 9.563 2.040 9.354
to 150.0 1E 3.825 13.387 0.0
23 14.35 0.0368 0.0 15.427 0.568
Vel = 4.84
23 0.0 1.394 1E 4.762 6.300 9.922
to 150.0 0.0 4.761 0.0
17 14.35 0.0117 0.0 11.061 0.129
Vel = 3.02
1111 0.0
14.35 10.051
24 15.00 1.101 0.0 33.000 9.373
to 150.0 0.0 0.0 -0.433
25 15.0 0.0400 0.0 33.000 1.319
K Factor = 4.53
K Factor = 4.90
Vel = 5.05
25 0.0 1.101 1T 9.563 1.450 10.259
to 150.0 1E 3.825 13.387 0.0
26 15.0 0.0400 0.0 14.837 0.593
Vel = 5.05
26 0.0 1.394 1T 9.523 1.750 10.852
to 150.0 0.0 9.523 0.0
18 15.0 0.0127 0.0 11.273 0.143
Vel = 3.15
0.0
15.00
10.995 K Factor = 4.52
Cmmnutar Prnnrams by Hvdratac Inc_ Rnuta 111 Windham N _ IiSA nms7
•
Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561 - 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 3
Contract
Data File : cal -3 AREA 3.wxf
CmmnIitar Prnnramc by Hvdratar. Inc _ Rh!ItP. 111 Windham N _ 11SA nms7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 3
Remote area location: THIRD FLOOR
Occupancy classification: LIGHT HAZARD
Density: 0.1 - Gpm /SqFt
Area of application: 5 SPRINKLERS - SqFt
Coverage per sprinkler: 78 - SqFt
Type of sprinklers calculated: STANDARD QUICK RESPONSE
No. of sprinklers calculated: 4
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 179.09 - GPM
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115 TH ST
Source: HYDRANT 1999 0447718848119885
Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
@ 45.54 - Psi
Cmmnutar Prnnrams by Hvdrathr. Inc Rol AA 111 Windham N _ 11SA n3OR7
Water Sup Curve (C)
SUMMERS SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page
Date
City Water Supply: Demand:
C1 - Static Pressure : 65 D1 - Elevation : 15.592
C2 - Residual Pressure: 60 D2 - System Flow : 75.095
C2 - Residual Flow : 1924 D2 - System Pressure : 45.541
Hose ( Demand) : 100
D3 - System Demand : 175.095
Safety Margin : 19.399
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
-
C1
C2
R 60
E 50
40
30
20
10
0
U2
D1
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
Fittings Us Summary
SUMMERS
SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page 0
Date
Fitting Legend
Abbrev. Name
'/2 %
1 1'/ 11/2 2 2Y2 3
3'/2
4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure / riuw Jurnrrrdry - J I /-UVUHrwu
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
Node Elevation K -Fact Pt
Actual
Pn
Flow Density Area Press
Actual Req.
27 33.0 5.6 7.0 na 14.82 0.1 78 7.0
28 34.0 7.86 na
29 34.0 8.45 na
6 34.0 8.46 na
30 34.0 8.47 na
31 34.0 8.58 na
32 34.0 8.81 na
33 34.0 9.14 na
TOR 34.0 24.05 na
BOR 11.0 34.05 na 100.0
BT 11.0 35.2 na
BB 1.0 39.81 na
AT 1.0 40.06 na
AB -3.0 41.82 na
BFOT -3.0 41.87 na
BFOB -8.0 44.08 na
BFIT -8.0 47.46 na
BFIB -13.0 49.67 na
TEST -3.0 45.54 na
34 33.0 5.6 7.02 na 14.84 0.1 78 7.0
35 34.0 7.88 na
36 33.0 5.6 7.11 na 14.93 0.1 78 7.0
37 34.0 7.98 na
38 33.0 5.6 7.29 na 15.12 0.1 78 7.0
39 34.0 8.19 na
40 33.0 5.6 7.56 na 15.4 0.1 78 7.0
41 34.0 8.51 na
•
The maximum velocity is 7.65 and it occurs in the pipe between nodes 33 and TOR
C:mmnutir PrnnramS by Hvdratan Inc. Rnutr 111 Windham NIA_ USA n3nR7
renal - nacen- vvnuarns
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
27 14.82 1.101 0.0 33.000 7.000
to 150.0 0.0 0.0 -0.433
28 14.82 0.0391 0.0 33.000 1.289
K Factor = 5.60
VeI = 4.99
28 0.0 1.101 1T 9.563 1.780 7.856
to 150.0 1E 3.825 13.387 0.0
29 14.82 0.0390 0.0 15.167 0.592
Vel = 4.99
29 0.0 2.003 0.0 7.860 8.448
to 150.0 0.0 0.0 0.0
6 14.82 0.0022 0.0 7.860 0.017
Vel = 1.51
6 0.0 2.003 0.0 4.110 8.465
to 150.0 0.0 0.0 0.0
30 14.82 0.0022 0.0 4.110 0.009
Vel = 1.51
30 14.83 2.003 0.0 13.900 8.474
to 150.0 0.0 0.0 0.0
31 29.65 0.0076 0.0 13.900 0.106
Vel = 3.02
31 14.93 2.003 0.0 14.080 8.580
to 150.0 0.0 0.0 0.0
32 44.58 0.0163 0.0 14.080 0.229
Vel = 4.54
32 15.12 2.003 0.0 12.020 8.809
to 150.0 0.0 0.0 0.0
033 59.7 0.0279 12.020 0.335
15.40 2.003 6E 38.894 310.370 9.144
to 150.0 0.0 38.894 0.0
TOR 75.1 0.0427 0.0 349.264 14.902
Vel = 6.08
Vel = 7.65
TOR 0.0 4.26 1E 19.896 23.000 24.046
to 150.0 0.0 19.897 9.961
BOR 75.1 0.0011 0.0 42.897 0.046
BOR 100.00 4.26 1E 13.167 133.030 34.053
to 120.0 0.0 13.167 0.0
BT 175.1 0.0078 0.0 146.197 1.144
Vel = 1.69
Qa = 100
Vel = 3.94
BT 0.0 4.26 2E 26.334 10.000 35.197
to 120.0 0.0 26.334 4.331
BB 175.1 0.0078 0.0 36.334 0.285
Vel = 3.94
BB 0.0 4.26 2E 26.334 5.500 39.813
to 120.0 0.0 26.334 0.0
AT 175.1 0.0078 0.0 31.834 0.249
Vel = 3.94
AT 0.0 6.09 1E 14.283 4.000 40.062
to 120.0 0.0 14.283 1.732
AB 175.1 0.0014 0.0 18.283 0.025
Vel = 1.93
AB 0.0 6.09 1E 14.283 22.730 41.819
to 120.0 0.0 14.283 0.0
BFOT 175.1 0.0014 0.0 37.013 0.051
Vel = 1.93
BFOT 0.0 6.09 2E 28.567 5.000 41.870
to 120.0 0.0 28.567 2.166
BFOB 175.1 0.0014 0.0 33.567 0.046
Vel = 1.93
.FOB 0.0 6.09 1Zaf 0.0 4.930 44.082
120.0 0.0 0.0 3.375
BFIT 175.1 0.0012 0.0 4.930 0.006
* Fixed loss = 3.375
Vel = 1.93
Cmmmitar Prnnrams by Hvdrat #r. Inr.. Rnuta 111 Windham N _ 11SA r1Rr1R7
Anal kiaieuiduvns - nacen- VV unarns
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
'Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
*Ref. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
BFIT 0.0 6.09 2E 28.567 5.000 47.463
to 120.0 0.0 28.567 2.166
BFIB 175.1 0.0014 0.0 33.567 0.046
Vel = 1.93
BFIB 0.0 6.09 2E 28.567 115.260 49.675
to 120.0 0.0 28.567 -4.331
TEST 175.1 0.0014 0.0 143.827 0.197
Vel = 1.93
0.0
175.10
45.541
34 14.84 1.101 0.0 33.000 7.020
to 150.0 0.0 0.0 -0.433
35 14.84 0.0392 0.0 33.000 1.293
K Factor = 25.95
K Factor = 5.60
VeI = 5.00
35 0.0 1.101 1T 9.563 1.780 7.880
to 150.0 1E 3.825 13.387 0.0
30 14.84 0.0392 0.0 15.167 0.594
Vel = 5.00
0.0
14.84 8.474
36 14.93 1.101 0.0 33.000 7.105
to 150.0 0.0 0.0 -0.433
37 14.93 0.0396 0.0 33.000 1.307
Aii7 0.0 1.101 1T 9.563 1.780 7.979
150.0 1E 3.825 13.387 0.0
31 14.93 0.0396 0.0 15.167 0.601
K Factor = 5.10
K Factor = 5.60
Vel = 5.03
Vel = 5.03
0.0
14.93
8.580
38 15.12 1.101 0.0 33.000 7.289
to 150.0 0.0 0.0 -0.433
39 15.12 0.0405 0.0 33.000 1.338
K Factor = 5.10
K Factor = 5.60
Vel = 5.10
39 0.0 1.101 1T 9.563 1.780 8.194
to 150.0 1E 3.825 13.387 0.0
32 15.12 0.0405 0.0 15.167 0.615
Vel = 5.10
0.0
15.12 8.809
40 15.40 1.101 0.0 33.000 7.558
to 150.0 0.0 0.0 -0.433
41 15.4 0.0419 0.0 33.000 1.383
K Factor = 5.09
K Factor = 5.60
Vel = 5.19
41 0.0 1.101 1T 9.563 1.780 8.508
to 150.0 1E 3.825 13.387 0.0
33 15.4 0.0419 0.0 15.167 0.636
Vel = 5.19
0.0
15.40
9.144 K Factor = 5.09
Cmmnutar Prnnramc by Hvdratar. Inc. Route 111 Windham N - USA 03fR7
_ _ _ Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561 - 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 4
Contract
Data File : cal -3 AREA 4.wxf
-f f-..11
C omnutar Prnnrams by Hvdratar. Inc_ Rout'? 111 Windham N _ USA (13(187
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 4
Remote area location: THIRD FLOOR
Occupancy classification: LIGHT HAZARD
Density: 0.1 - Gpm /SqFt
Area of application: 6 SPRINKLERS - SqFt
Coverage per sprinkler: 256 - SqFt
Type of sprinklers calculated: STANDARD QUICK RESPONSE
No. of sprinklers calculated: 6
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 189.92 - GPM
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115TH ST
Source: HYDRANT 1999 0447718848119885
• Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
•
@ 43.73 - Psi
Comm utpr Prnnrams by Hvdratac Inc. RniitP. 111 Windham N.H. 11SA Oa0R7
Water Sup Curve (C)
SUMMERS SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page EP
Date
City Water Supply:
C1 - Static Pressure : 65
C2 - Residual Pressure: 60
C2 - Residual Flow : 1924
Demand:
D1 - Elevation :
D2 - System Flow :
D2 - System Pressure :
Hose ( Demand) :
D3 - System Demand :
Safety Margin :
15.592
89.923
43.732
100
189.923
21.200
150
140
130
P 120
R110
E 100
S 90
S 80
U 70
---e1
C2
R 60
E 50
40
30
20
10
=
D2
D1
�1 .....1
....
... . . .
I ._
.
. . 1 .
.
. . . 1
.
. .
200 400 600 800 1000 1200
FLOW (NA1.85)
1400 1600
1800
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Us Summary
SUMMERS
SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page 3
Date
Fitting Legend
Abbrev. Name
'/2 %
1
11/2 2 21/2 3 3%2 4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure i mow ourrimary - I HlNurjr(u
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
Node Elevation K -Fact Pt Pn Flow Density Area Press
D. Actual Actual Req.
42 33.0 5.6 7.0 na 14.82 0.1 110 7.0
43 34.0 7.86 na
44 34.0 8.51 na
45 34.0 9.27 na
46 34.0 9.36 na
47 34.0 9.7 na
TOR 34.0 22.11 na
BOR 11.0 32.14 na 100.0
BT 11.0 33.47 na
BB 1.0 38.13 na
AT 1.0 38.42 na
AB -3.0 40.18 na
BFOB -3.0 40.24 na
BFOT -8.0 42.46 na
BFIT -8.0 45.61 na
BFIB -13.0 47.83 na
TEST -3.0 43.73 na
48 33.0 5.6 7.07 na 14.89 0.1 110 7.0
49 34.0 7.94 na
50 34.0 8.59 na
51 33.0 5.6 7.07 na 14.89 0.1 110 7.0
52 34.0 7.94 na
53 33.0 5.6 7.14 na 14.96 0.1 110 7.0
54 34.0 8.02 na
55 33.0 5.6 7.31 na 15.14 0.1 110 7.0
56 34.0 8.22 na
57 34.0 8.9 na
58 33.0 5.6 7.39 na 15.22 0.1 110 7.0
59 34.0 8.31 na
•
The maximum velocity is 9.16 and it occurs in the pipe between nodes 47 and TOR
Cnmrnitar Prnnrams by Hydrator Inc _ Rniito 111 Windham N . USA n3r)R7
rind' L.diuuldLIuns - ndcen- vvulldrn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
C or Ftngs Pe Pv
•ef.
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
42 14.82 1.101
to 150.0
43 14.82 0.0391
0.0
0.0
0.0
33.000
0.0
33.000
7.000
-0.433
1.289
K Factor = 5.60
Vel = 4.99
43 0.0 1.101
to 150.0
44 14.82 0.0390
2E 7.65
0.0
0.0
9.000
7.650
16.650
7.856
0.0
0.650
Vel = 4.99
44 14.89 1.394
to 150.0
45 29.71 0.0448
1T 9.523 7.580 8.506
0.0 9.523 0.0
0.0 17.103 0.767
Vel = 6.25
45 0.0 2.003
to 150.0
46 29.71 0.0077
0.0
0.0
0.0
11.980
0.0
11.980
9.273
0.0
0.092
46 29.85 2.003
to 150.0
47 59.56 0.0278
0.0
0.0
0.0
11.990
0.0
11.990
9.365
0.0
0.333
Vel = 3.03
Vel = 6.06
47 30.36 2.003
to 150.0
TOR 89.92 0.0595
5E 32.412 176.030
0.0 32.412
0.0 208.442
9.698
0.0
12.412
Vel = 9.16
TOR 0.0 4.26
to 150.0
OR 89.92 0.0015
OR 100.00 4.26
to 120.0
BT 189.92 0.0091
1E 19.896
0.0
0.0
23.000
19.897
42.897
22.110
9.961
0.065
1E 13.167 133.030
0.0 13.167
0.0 146.197
32.136
0.0
1.329
Vel = 2.02
Qa = 100
Vel = 4.28
BT 0.0 4.26
to 120.0
BB 189.92 0.0091
2E 26.334
0.0
0.0
10.000
26.334
36.334
33.465
4.331
0.331
Vel = 4.28
BB 0.0 4.26
to 120.0
AT 189.92 0.0091
2E 26.334
0.0
0.0
5.500
26.334
31.834
38.127
0.0
0.289
AT 0.0 6.09
to 120.0
AB 189.92 0.0016
1E 14.283
0.0
0.0
4.000
14.283
18.283
38.416
1.732
0.030
Vel = 4.28
Vel = 2.09
AB 0.0 6.09
to 120.0
BFOB 189.92 0.0016
1E 14.283
0.0
0.0
22.730
14.283
37.013
40.178
0.0
0.059
Vel = 2.09
BFOB 0.0 6.09
to 120.0
BFOT 189.92 0.0016
2E 28.567
0.0
0.0
5.000
28.567
33.567
40.237
2.166
0.053
Vel = 2.09
BFOT 0.0 6.09
to 120.0
BFIT 189.92 0.0016
BFIT 0.0 6.09
to 120.0
BFIB 189.92 0.0016
1 Zaf 0.0
0.0
0.0
2E 28.567
0.0
0.0
4.930
0.0
4.930
42.456
3.150
0.008
* Fixed Toss = 3.15
Vel = 2.09
5.000
28.567
33.567
45.614
2.166
0.053
Vel = 2.09
FIB 0.0 6.09
120.0
TEST 189.92 0.0016
2E 28.567 115.260 47.833
0.0 28.567 -4.331
0.0 143.827 0.230
Vel = 2.09
Cmmntitar Prnnrams by Hvrfratar. In Rol An 111 Windham N_H_ USA f13fiR7
rirldl l,.dIUUI LiUFIS - ndcen- VV undrn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
•ef. or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
0.0
189.92 43.732 K Factor = 28.72
48 14.89 1.101 0.0 33.000 7.068 K Factor = 5.60
to 150.0 0.0 0.0 -0.433
49 14.89 0.0394 0.0 33.000 1.300 Vel = 5.02
49 0.0 1.101 2E 7.65 9.000 7.935
to 150.0 0.0 7.650 0.0
50 14.89 0.0394 0.0 16.650 0.656
Vel = 5.02
50 14.96 1.394 1T 9.523 7.580 8.591
to 150.0 0.0 9.523 0.0
46 29.85 0.0453 0.0 17.103 0.774
Vel = 6.27
0.0
29.85 9.365
51 14.89 1.101 0.0 33.000 7.071
to 150.0 0.0 0.0 -0.433
52 14.89 0.0394 0.0 33.000 1.301
K Factor = 9.75
K Factor = 5.60
Vel = 5.02
52 0.0 1.101 1T 9.563 1.000 7.939
to 150.0 1E 3.825 13.387 0.0
44 14.89 0.0394 0.0 14.387 0.567
Vel = 5.02
0.0
•14.89 8.506 K Factor = 5.11
53 14.96 1.101 0.0 33.000 7.139 K Factor = 5.60
to 150.0 0.0 0.0 -0.433
54 14.96 0.0398 0.0 33.000 1.313 Vel = 5.04
54 0.0 1.101 1T 9.563 1.000 8.019
to 150.0 1E 3.825 13.387 0.0
50 14.96 0.0398 0.0 14.387 0.572
Vel = 5.04
0.0
14.96 8.591
55 15.14 1.101 0.0 33.000 7.313
to 150.0 0.0 0.0 -0.433
56 15.14 0.0407 0.0 33.000 1.342
56 0.0 1.101 2E 7.65 9.000 8.222
to 150.0 0.0 7.650 0.0
57 15.14 0.0407 0.0 16.650 0.678
K Factor = 5.10
K Factor = 5.60
Vet = 5.10
Vel = 5.10
57 15.22 1.394 1T 9.523 7.580 8.900
to 150.0 0.0 9.523 0.0
47 30.36 0.0467 0.0 17.103 0.798
Vel = 6.38
0.0
30.36 9.698 K Factor = 9.75
58 15.22 1.101 0.0 33.000 7.387 K Factor= 5.60
to 150.0 0.0 0.0 -0.433
59 15.22 0.0411 0.0 33.000 1.355 Vel = 5.13
59 0.0 1.101 1T 9.563 1.000 8.309
150.0
1E 3.825 13.387 0.0
7 15.22 0.0411 0.0 14.387 0.591 Vel = 5.13
0.0
Cmmnutar Prnnrams by Hvdratac Inc Rniita 111 Windham N _ l ISA 03r1R7
rlrldl LdIUUld1IUFIS - naLen- VVIIIk1IIIS
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 7
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
•ef. "C" or Ftngs Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
15.22
8.900 K Factor = 5.10
•
Cmmnuter Prnnrams by Hvdratee Inn _ Rollie 111 Windham N _ l ISA n3(lR7
•
_ _ _ Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561 - 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 5
Contract
Data File : cal -3 AREA 5.wxf
C:mmouter PrnnramG by Hvdratac Inr.. Route 111 Windham N _ 11SA (1311R7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
•
•
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 5
Remote area location: THIRD FLOOR
Occupancy classification: LIGHT HAZARD
Density: 0.1 - Gpm /SqFt
Area of application: 7 SPRINKLERS - SqFt
Coverage per sprinkler: 110 - SgFt
Type of sprinklers calculated: LIGHT HAZARD
No. of sprinklers calculated: 7
In -rack demand: - GPM
Hose streams: 100 - GPM
Total water required (including hose streams): 208.95 - GPM @ 49.53 - Psi
Type of system: WET
Volume of dry orpreaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115 TH ST
Source: HYDRANT 1999 0447718848119885
Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561- 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
Cmmnutar Pmnrams by Hvdratac Inc- Rnirtrr 111 Windham N . USA M O87
Water Sup -Curve (C)
SUMMERS F SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page ill
Date
City Water Supply:
C1 - Static Pressure :
C2 - Residual Pressure:
C2 - Residual Flow :
65
60
1924
Demand:
D1 - Elevation :
D2 - System Flow :
D2 - System Pressure :
Hose ( Demand) :
D3 - System Demand :
Safety Margin :
15.592
114.681
52.998
100
214.681
11.916
150
140
130
P 120
R 110
E 100
S 90
S 80
U 70
R 60
E 50
40
30
20
10
C1
C2
r
D2
7
0
1
D1
200 400 600
800 1000
FLOW
1200 1400 1600 1800
N ^1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings U E Summary
SUMMERS F
SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page
Date
Fitting Legend
Abbrev. Name
1/2 34
1 1% 11/2 2 21/2 3
3'/2
4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
rressure i rww ournrnary - ' I H NLJ/- cv
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
�ode Elevation K -Fact Pt Pn Flow Density Area Press
• Actual Actual Req.
60 33.0 5.6 7.76 na 15.6 0.1 156 7.0
61 34.0 8.75 na
62 34.0 9.7 na
63 34.0 10.69 na
46 34.0 10.78 na
64 34.0 10.81 na
65 34.0 10.93 na
66 34.0 11.27 na
47 34.0 11.45 na
TOR 34.0 30.91 na
BOR 11.0 40.98 na 100.0
BT 11.0 42.64 na
BB 1.0 47.39 na
AT 1.0 47.75 na
AB -3.0 49.52 na
BFOB -3.0 49.6 na
BFOT -8.0 51.83 na
BFIT -8.0 54.81 na
BFIB -13.0 57.04 na
TEST -3.0 53.0 na
67 33.0 5.6 8.04 na 15.88 0.1 156 7.0
68 34.0 9.07 na
69 33.0 5.6 8.38 na 16.21 0.1 156 7.0
70 34.0 9.47 na
71 34.0 10.13 na
72 34.0 10.33 na
73 33.0 5.6 8.54 na 16.37 0.1 156 7.0
74 34.0 9.66 na
75 33.0 5.6 8.91 na 16.72 0.1 156 7.0
• 34.0 10.56 na
34.0 10.67 na
45 34.0 10.67 na
78 33.0 5.6 9.06 na 16.85 0.1 156 7.0
79 34.0 10.26 na
80 34.0 10.71 na
81 33.0 5.6 9.27 na 17.05 0.1 156 7.0
82 34.0 10.5 na
The maximum velocity is 11.68 and it occurs in the pipe between nodes 66 and 47
CmmnutPr Prnnram. by Hvdratar. Inc . Route 111 Windham N _ U SA 030R7
rmai udiutmal.wn5 - naLert -vv imams
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
60 15.60 1.101 0.0 33.000 7.760
to 150.0 0.0 0.0 -0.433
61 15.6 0.0430 0.0 33.000 1.418
K Factor = 5.60
Vel = 5.26
61 0.0 1.101 2E 7.65 14.650 8.745
to 150.0 0.0 7.650 0.0
62 15.6 0.0430 0.0 22.300 0.958
Vel = 5.26
62 15.88 1.394 1T 9.523 10.180 9.703
to 150.0 0.0 9.523 0.0
63 31.48 0.0499 0.0 19.703 0.983
Vel = 6.62
63 16.72 2.003 0.0 5.130 10.686
to 150.0 0.0 0.0 0.0
46 48.2 0.0189 0.0 5.130 0.097
Vel = 4.91
46 0.0 2.003 0.0 1.650 10.783
to 150.0 0.0 0.0 0.0
64 48.2 0.0188 0.0 1.650 0.031
Vel = 4.91
64 16.85 2.003 0.0 3.490 10.814
to 150.0 0.0 0.0 0.0
65 65.05 0.0327 0.0 3.490 0.114
Vel = 6.62
65 32.58 2.003 0.0 4.930 10.928
to 150.0 0.0 0.0 0.0
1116 97.63 0.0694 0.0 4.930 0.342
6 17.05 2.003 0.0 1.920 11.270
to 150.0 0.0 0.0 0.0
47 114.68 0.0932 0.0 1.920 0.179
Vel = 9.94
Vel = 11.68
47 0.0 2.003 5E 32.412 176.030 11.449
to 150.0 0.0 32.412 0.0
TOR 114.68 0.0934 0.0 208.442 19.464
Vel = 11.68
TOR 0.0 4.26 1E 19.896 23.000 30.913
to 150.0 0.0 19.897 9.961
BOR 114.68 0.0024 0.0 42.897 0.102 Vel = 2.58
BOR 100.00 4.26 1E 13.167 133.030 40.976 Qa = 100
to 120.0 0.0 13.167 0.0
BT 214.68 0.0114 0.0 146.197 1.668 Vel = 4.83
BT 0.0 4.26 2E 26.334 10.000 42.644
to 120.0 0.0 26.334 4.331
BB 214.68 0.0114 0.0 36.334 0.414
Vel = 4.83
BB 0.0 4.26 2E 26.334 5.500 47.389
to 120.0 0.0 26.334 0.0
AT 214.68 0.0114 0.0 31.834 0.363
Vel = 4.83
AT 0.0 6.09 1E 14.283 4.000 47.752
to 120.0 0.0 14.283 1.732
AB 214.68 0.0020 0.0 18.283 0.037
Vel = 2.36
AB 0.0 6.09 1E 14.283 22.730 49.521
to 120.0 0.0 14.283 0.0
BFOB 214.68 0.0020 0.0 37.013 0.075
Vel = 2.36
.FOB 0.0 6.09 2E 28.567 5.000 49.596
120.0 0.0 28.567 2.166
BFOT 214.68 0.0020 0.0 33.567 0.066
Vel = 2.36
Cmmnutar Prnnramc by Hvdratac Inc_ Rout 111 Windham N.H_ t1SA 03fR7
Anal I.aIUUIaLIUnS - nacen- vvunarn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 6
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
BFOT 0.0 6.09 1Zaf 0.0 4.930 51.828
to 120.0 0.0 0.0 2.970
BFIT 214.68 0.0020 0.0 4.930 0.010
* Fixed loss = 2.97
Vel = 2.36
BFIT 0.0 6.09 2E 28.567 5.000 54.808
to 120.0 0.0 28.567 2.166
BFIB 214.68 0.0020 0.0 33.567 0.067
Vel = 2.36
BFIB 0.0 6.09 2E 28.567 115.260 57.041
to 120.0 0.0 28.567 -4.331
TEST 214.68 0.0020 0.0 143.827 0.288
Vel = 2.36
0.0
214.68 52.998 K Factor = 29.49
67 15.88 1.101 0.0 33.000 8.039 K Factor = 5.60
to 150.0 0.0 0.0 -0.433
68 15.88 0.0444 0.0 33.000 1.465 Vel = 5.35
68 0.0 1.101 1T 9.563 0.860 9.071
to 150.0 1E 3.825 13.387 0.0
62 15.88 0.0444 0.0 14.247 0.632
Vel = 5.35
0.0
15.88 9.703
69 16.21 1.101 0.0 33.000 8.382
150.0 0.0 0.0 -0.433
0 16.21 0.0462 0.0 33.000 1.523
K Factor = 5.10
K Factor = 5.60
Vel = 5.46
70 0.0 1.101 1T 9.563 0.860 9.472
to 150.0 1E 3.825 13.387 0.0
71 16.21 0.0461 0.0 14.247 0.657
Vel = 5.46
71 0.0 1.394 0.0 13.790 10.129
to 150.0 0.0 0.0 0.0
72 16.21 0.0146 0.0 13.790 0.202
72 16.37 1.598 1T 11.656 10.180 10.331
to 150.0 0.0 11.656 0.0
65 32.58 0.0273 0.0 21.836 0.597
Vel = 3.41
Vel = 5.21
0.0
32.58 10.928
73 16.37 1.101 0.0 33.000 8.545
to 150.0 0.0 0.0 -0.433
74 16.37 0.0470 0.0 33.000 1.550
K Factor = 9.86
K Factor = 5.60
Vel = 5.52
74 0.0 1.101 1T 9.563 0.860 9.662
to 150.0 1E 3.825 13.387 0.0
72 16.37 0.0470 0.0 14.247 0.669
Vel = 5.52
0.0
16.37 10.331 K Factor = 5.09
75 16.72 1.101 1T 9.563 33.000 8.914 K Factor = 5.60
to 150.0 0.0 9.562 -0.433
76 16.72 0.0488 0.0 42.562 2.079 Vel = 5.63
.6 0.0 1.598 1T 11.656 1.730 10.560
150.0 0.0 11.656 0.0
77 16.72 0.0080 0.0 13.386 0.107 Vel = 2.67
Cmmnutar Prnnramc by Hvdratan Inc . Rnuta 111 Windham N_H_ LISA ns01:17
rural L.aic;ulauur - nazen- vv Imarns
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 7
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
*Ref. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes
77 0.0 2.003 0.0 0.570 10.667
to 150.0 0.0 0.0 0.0
45 16.72 0.0018 0.0 0.570 0.001
Vel = 1.70
45 0.0 2.003 0.0 6.850 10.668
to 150.0 0.0 0.0 0.0
63 16.72 0.0026 0.0 6.850 0.018
Vel = 1.70
0.0
16.72 10.686
78 16.85 1.101 0.0 33.000 9.058
to 150.0 0.0 0.0 -0.433
79 16.85 0.0496 0.0 33.000 1.636
K Factor = 5.11
K Factor = 5.60
Vel = 5.68
79 0.0 1.101 2E 7.65 1.320 10.261
to 150.0 0.0 7.650 0.0
80 16.85 0.0496 0.0 8.970 0.445
Vel = 5.68
80 0.0 1.598 1T 11.656 1.730 10.706
to 150.0 0.0 11.656 0.0
64 16.85 0.0081 0.0 13.386 0.108
Vel = 2.70
0.0
16.85 10.814
81 17.05 1.101 0.0 33.000 9.267
150.0 0.0 0.0 -0.433
Ilk2 17.05 0.0506 0.0 33.000 1.670
82 0.0 1.101 1T 9.563 1.730 10.504
to 150.0 1E 3.825 13.387 0.0
66 17.05 0.0507 0.0 15.117 0.766
K Factor = 5.12
K Factor = 5.60
Vel = 5.75
Vel = 5.75
0.0
17.05
11.270 K Factor = 5.08
Comm Prnnramc by HvriratAn Inc Rnuta 111 Windham N . r1RA n7nR7
•
•
•
_ _ Fire Protection by Computer Design
SUMMERS FIRE SPRINKLERS
751 PARK OF COMMERCE DRIVE
BOCA RATON FLORIDA 33487
561 - 393 -6718
Job Name : BARRY UNIVERSITY MIAMI FLORIDA
Building
Location : MIAMI FLORIDA
System : REMOTE AREA # 1
Contract
Data File : cal -1 AREA 1.wxf
Cmmnutar Prnnrams by Hvdratar. Inc _ Rnilta. 111 Windham N . USA 03fR7
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 1
Date
HYDRAULIC CALCULATIONS
for
Project name: BARRY UNIVERSITY MIAMI FLORIDA
Location: MIAMI FLORIDA
Drawing no:
Date: 07 -20 -2011
Design
Remote area number: REMOTE AREA # 1
Remote area location: FIRST FLOOR
Occupancy classification: ORDINARY HAZARD GROUP 2
Density: 0.2 - Gpm /SqFt
Area of application: 1 SPRINKLERS - SqFt
Coverage per sprinkler: 130 - SgFt
Type of sprinklers calculated: STANDARD QUICK RESPONSE
No. of sprinklers calculated: 12
In -rack demand: - GPM
Hose streams: 250 - GPM
Total water required (including hose streams): 573.02 - GPM
Type of system: WET
Volume of dry or preaction system: - Gal
Water supply information
Date: 2/15/2011
Location: NW 2nd Avenue & NW 115TH ST
Source: HYDRANT 1999 0447718848119885
• Name of contractor: SUMMERS FIRE SPRINKLERS INC
Address: 751 PARK OF COMMERCE DR / / BOCA RATON FLORIDA 33487
Phone number: 561 - 393 -6718
Name of designer: MIGUEL GONZALEZ
Authority having jurisdiction:
Notes: (Include peaking information or gridded systems here.)
@ 50.87 - Psi
Committal- Prnnrams by Hvdratan Inn Rnuta 111 Windham N _ USA fl3fR7
Water Sup Curve (C)
SUMMERS SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
•
Page 01
Date
City Water Supply:
C1 - Static Pressure :
C2 - Residual Pressure:
C2 - Residual Flow :
65
60
1924
Demand:
D1 - Elevation :
D2 - System Flow :
D2 - System Pressure :
Hose ( Demand) :
D3 - System Demand :
Safety Margin :
5.630
323.028
50.871
250
573.028
13.597
150
140
130
P 120
R110
E100
S 90
S 80
U 70
R 60
E 50
40
30
20
10
a
C1
C2
D2
o
_
D3
;,�1�
.........
. . . . 1 _
. . .
. . _ . , _ . . . . _
. . . . , _ . . . .
. _ . . • , ._
. . _ .
• . . . 1
• ._.
.
•
•
. . , ._ . .
• . . . ,
. . . .
200 400
600
800 1000 1200
FLOW (N ^1.85)
1400
1600
1800
,
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Fittings Us Summary
SUMMERS F SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
• Page
Date
Fitting Legend
Abbrev. Name
1/2 %
1 11/4
2 2'/ 3
31/2
4 5 6 8 10 12 14 16 18 20 24
E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61
T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121
Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow
Units Summary
Diameter Units Inches
Length Units Feet
Flow Units US Gallons per Minute
Pressure Units Pounds per Square Inch
Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters.
Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors
of 120 except as noted with *. The fittings marked with a * show equivalent lengths values
supplied by manufacturers based on specific pipe diameters and CFactors and they require no
adjustment. All values for fittings not marked with a * will be adjusted in the calculation
for CFactors of other than 120 and diameters other than Sched 40 per NFPA.
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
t- wssure / riuw Jurnrndry - o i HIVUHRu
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 4
Date
ode Elevation K -Fact Pt Pn Flow Density Area Press
Actual Actual Req.
1 10.0 5.6 21.56 na 26.0 0.2 130 18.36
2 11.0 21.33 na
3 11.0 24.28 na
4 11.0 25.91 na
5 11.0 28.29 na
6 11.0 28.56 na
7 11.0 29.05 na
8 11.0 34.32 na
BT 11.0 38.19 na
BB 1.0 43.41 na 100.0
AT 1.0 44.68 na
AB -3.0 46.54 na
BFOB -3.0 46.8 na
BFOT -8.0 49.2 na
BFIT -8.0 51.79 na
BFIB -13.0 54.19 na
TEST -3.0 50.87 na 150.0
9 10.0 5.6 22.55 na 26.59 0.2 130 18.36
10 11.0 22.34 na
11 10.0 5.6 22.75 na 26.71 0.2 130 18.36
12 11.0 22.54 na
13 11.0 25.57 na
14 10.0 5.6 23.73 na 27.28 0.2 130 18.36
15 11.0 23.53 na
16 10.0 5.6 24.04 na 27.46 0.2 130 18.36
17 11.0 23.84 na
18 10.0 5.6 21.81 na 26.15 0.2 130 18.36
19 11.0 21.59 na
20 11.0 24.51 na
• 11.0 26.15 na
10.0 5.6 22.82 na 26.75 0.2 130 18.36
23 11.0 22.61 na
24 10.0 5.6 23.02 na 26.87 0.2 130 18.36
25 11.0 22.82 na
26 11.0 25.8 na
27 10.0 5.6 24.01 na 27.44 0.2 130 18.36
28 11.0 23.82 na
29 10.0 5.6 24.33 na 27.62 0.2 130 18.36
30 11.0 24.13 na
31 10.0 5.6 22.66 na 26.66 0.2 130 18.36
32 11.0 22.45 na
33 11.0 25.72 na
34 10.0 5.6 24.09 na 27.49 0.2 130 18.36
35 11.0 23.89 na
The maximum velocity is 12.69 and it occurs in the pipe between nodes 21 and 6
C:mmnlltar Prnnrams by Hvrlratan Inc. Route. 111 Windham N . 11SA nfinR7
rilidl L.aruuiaiwns - nacen- vvnnarrIs
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 5
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
1 26.00 1.049 0.0 1.000 21.556
to 120.0 0.0 0.0 -0.433
2 26.0 0.2110 0.0 1.000 0.211
K Factor = 5.60
Vel = 9.65
2 0.0 1.049 2E 4.0 9.950 21.334
to 120.0 0.0 4.000 0.0
3 26.0 0.2115 0.0 13.950 2.950
Vel = 9.65
3 26.59 1.38 0.0 7.920 24.284
to 120.0 0.0 0.0 0.0
4 52.59 0.2047 0.0 7.920 1.621
Vel = 11.28
4 27.46 1.61 1T 8.0 3.340 25.905
to 120.0 0.0 8.000 0.0
5 80.05 0.2102 0.0 11.340 2.384
Vel = 12.62
5 53.99 3.26 0.0 15.230 28.289
to 120.0 0.0 0.0 0.0
6 134.04 0.0176 0.0 15.230 0.268
Vel = 5.15
6 134.84 3.26 0.0 7.680 28.557
to 120.0 0.0 0.0 0.0
7 268.88 0.0637 0.0 7.680 0.489
Vel = 10.34
7 54.15 3.26 3E 28.223 10.630 29.046
to 120.0 1T 20.159 48.382 0.0
S 323.03 0.0894 0.0 59.012 5.276
0.0 4.26 2E 26.334 133.020 34.322
to 120.0 0.0 26.334 0.0
BT 323.03 0.0243 0.0 159.354 3.872
Vel = 12.42
Vel = 7.27
BT 0.0 4.26 2E 26.334 10.000 38.194
to 120.0 0.0 26.334 4.331
BB 323.03 0.0243 0.0 36.334 0.882 Vel = 7.27
BB 100.00 4.26 2E 26.334 5.500 43.407 Qa = 100
to 120.0 0.0 26.334 0.0
AT 423.03 0.0400 0.0 31.834 1.274 Vel = 9.52
AT 0.0 6.09 1E 14.283 4.000 44.681
to 120.0 0.0 14.283 1.732
AB 423.03 0.0071 0.0 18.283 0.129
Vel = 4.66
AB 0.0 6.09 1E 14.283 22.730 46.542
to 120.0 0.0 14.283 0.0
BFOB 423.03 0.0070 0.0 37.013 0.260
Vel = 4.66
BFOB 0.0 6.09 2E 28.567 5.000 46.802
to 120.0 0.0 28.567 2.166
BFOT 423.03 0.0070 0.0 33.567 0.235
Vel = 4.66
BFOT 0.0 6.09 1 Zaf 0.0 4.930 49.203
to 120.0 0.0 0.0 2.554
BFIT 423.03 0.0069 0.0 4.930 0.034
BFIT 0.0 6.09 2E 28.567 5.000 51.791
to 120.0 0.0 28.567 2.166
BFIB 423.03 0.0070 0.0 33.567 0.235
* Fixed loss = 2.554
Vel = 4.66
Vel = 4.66
.FIB 0.0 6.09 2E 28.567 115.260 54.192
120.0 0.0 28.567 -4.331
TEST 423.03 0.0070 0.0 143.827 1.010
Vel = 4.66
rmmnutar Prnnrams by Hvdratan Inn_ Rnuta 111 Windham N _ l ISA (13(1R7
rindl l.dIUUIdLIO115 - fl Len- vvnndrns
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 6
Date
Hyd. Qa Dia. Fitting Pipe • Pt Pt
("let "C' or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
150.00 Qa = 150.00
573.03 50.871 K Factor = 80.34
9 26.59 1.049 0.0 1.000 22.552 K Factor = 5.60
to 120.0 0.0 0.0 -0.433
10 26.59 0.2210 0.0 1.000 0.221 Vel = 9.87
10 0.0 1.049 1T 5.0 1.820 22.340
to 120.0 1E 2.0 7.000 0.0
3 26.59 0.2204 0.0 8.820 1.944 Vel = 9.87
0.0
26.59 24.284 K Factor = 5.40
11 26.71 1.049 0.0 1.000 22.752 K Factor = 5.60
to 120.0 0.0 0.0 -0.433
12 26.71 0.2220 0.0 1.000 0.222 Vel = 9.92
12 0.0 1.049 2E 4.0 9.610 22.541
to 120.0 0.0 4.000 0.0
13 26.71 0.2223 0.0 13.610 3.025 Vel = 9.92
13 27.28 1.38 1T 6.0 6.670 25.566
to 120.0 0.0 6.000 0.0
5 53.99 0.2149 0.0 12.670 2.723
Vel = 11.58
0.0
•53.99 28.289 K Factor = 10.15
14 27.28 1.049 0.0 1.000 23.730 K Factor = 5.60
to 120.0 0.0 0.0 -0.433
15 27.28 0.2310 0.0 1.000 0.231 Vel = 10.13
15 0.0 1.049 1T 5.0 1.820 23.528
to 120.0 1E 2.0 7.000 0.0
13 27.28 0.2311 0.0 8.820 2.038 Vel = 10.13
0.0
27.28 25.566
16 27.46 1.049 0.0 1.000 24.042
to 120.0 0.0 0.0 -0.433
17 27.46 0.2330 0.0 1.000 0.233
K Factor = 5.40
K Factor = 5.60
Vel = 10.19
17 0.0 1.049 1T 5.0 1.820 23.842
to 120.0 1E 2.0 7.000 0.0
4 27.46 0.2339 0.0 8.820 2.063
Vel = 10.19
0.0
27.46 25.905 K Factor = 5.40
18 26.15 1.049 0.0 1.000 21.811 K Factor = 5.60
to 120.0 0.0 0.0 -0.433
19 26.15 0.2140 0.0 1.000 0.214 Vel = 9.71
19 0.0 1.049 2E 4.0 9.640 21.592
to 120.0 0.0 4.000 0.0
20 26.15 0.2137 0.0 13.640 2.915 Vel = 9.71
20 26.76 1.38 0.0 7.920 24.507
111111 120.0 0.0 0.0 0.0
52.91 0.2071 0.0 7.920 1.640 Vel = 11.35
21 27.62 1.61 1T 8.0 3.340 26.147
to 120.0 0.0 8.000 0.0
6 80.53 0.2125 0.0 11.340 2.410 Vel = 12.69
Cmmnutir Prnnrams by Hvdratan Inc_ Rniita 111 Windham N - (ISA (13(187
rind! l�dI UI t1IUnS - nd�en- vvIIIIdrn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 7
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
0.0
80.53 28.557
22 26.75 1.049 0.0 1.000 22.821
to 120.0 0.0 0.0 -0.433
23 26.75 0.2230 0.0 1.000 0.223
K Factor = 15.07
K Factor = 5.60
Vet = 9.93
23 0.0 1.049 1T 5.0 1.510 22.611
to 120.0 1E 2.0 7.000 0.0
20 26.75 0.2228 0.0 8.510 1.896
Vel = 9.93
0.0
26.75 24.507
24 26.87 1.049 0.0 1.000 23.024
to 120.0 0.0 0.0 -0.433
25 26.87 0.2240 0.0 1.000 0.224
K Factor = 5.40
K Factor = 5.60
Vel = 9.97
25 0.0 1.049 2E 4.0 9.300 22.815
to 120.0 0.0 4.000 0.0
26 26.87 0.2247 0.0 13.300 2.989
Vel = 9.97
26 27.44 1.38 1T 6.0 6.670 25.804
to 120.0 0.0 6.000 0.0
6 54.31 0.2173 0.0 12.670 2.753
Vel = 11.65
0.0
III54.31 28.557
27 27.44 1.049 0.0 1.000 24.015
to 120.0 0.0 0.0 -0.433
28 27.44 0.2330 0.0 1.000 0.233
K Factor = 10.16
K Factor = 5.60
Vel = 10.19
28 0.0 1.049 1T 5.0 1.510 23.815
to 120.0 1E 2.0 7.000 0.0
26 27.44 0.2337 0.0 8.510 1.989
Vel = 10.19
0.0
27.44 25.804 K Factor = 5.40
29 27.62 1.049 0.0 1.000 24.331 K Factor = 5.60
to 120.0 0.0 0.0 -0.433
30 27.62 0.2360 0.0 1.000 0.236 Vel = 10.25
30 0.0 1.049 1T 5.0 1.510 24.134
to 120.0 1E 2.0 7.000 0.0
21 27.62 0.2365 0.0 8.510 2.013
Vel = 10.25
0.0
27.62 26.147
31 26.66 1.049 0.0 1.000 22.662
to 120.0 0.0 0.0 -0.433
32 26.66 0.2210 0.0 1.000 0.221
K Factor = 5.40
K Factor = 5.60
Vel = 9.90
32 0.0 1.049 2E 4.0 10.760 22.450
to 120.0 0.0 4.000 0.0
33 26.66 0.2215 0.0 14.760 3.269
33 27.48 1.38 1T 6.0 9.400 25.719
III 120.0 0.0 6.000 0.0
54.14 0.2160 0.0 15.400 3.327
0.0
Vel = 9.90
Vel = 11.61
Cmmniitar Prnnrams by Hvdratan Inn _ Rnuta 111 Windham N.H_ USA n3(1R7
Anal LdIUUld1IOFIS - ndcen- vvinldrn5
SUMMERS FIRE SPRINKLERS
BARRY UNIVERSITY MIAMI FLORIDA
Page 8
Date
Hyd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv
oint Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
54.14 29.046
34 27.49 1.049 0.0 1.000 24.090
to 120.0 0.0 0.0 -0.433
35 27.49 0.2340 0.0 1.000 0.234
K Factor = 10.05
K Factor = 5.60
Vel = 10.21
35 0.0 1.049 1T 5.0 0.800 23.891
to 120.0 1E 2.0 7.000 0.0
33 27.49 0.2344 0.0 7.800 1.828
Vel = 10.21
0.0
27.49
25.719 K Factor = 5.42
•
C;mmnutar PrnnramR by Hvdratar. In Rnuta 111 Windham N _ USA 01r)R7
FEB -15 -2011 11:118 FROM:
TO:915613936986 P.2
MIAMI -DADE COUNTY FIRE RESCUE DEPARTMENT
FIRE ENGINEERING & WATER SUPPLY SERVICES
FIRE FLOW REPORT
DATE: 215/2011 LOCATION:
FD NUMBER. x'n11fl47A4R
IOW 2nd Ave & NW 115th St
FEE:
2Fn nn
STATIC PRESSURE: 70 PSIG PITOT 1: 45 (1) 2.5 IN. PSIG
RESIDUAL PRESSURF• R5 PSIG PITOT 2: 45 (2) 2.5 IN PSIG
PITOT 3: (1) 4.5 IN PSIG
HYDRANT FLOW: 1999M44771 481141:185
AVAILABLE FLOW @ 20 PSIG:
TIME OF TEST:
TEST BY:
STATION:
OJRPOSE:
21.20
691
1 t CI Rnhprtc
SPRINKLER STATIC:
SPRINKLER RESIDUAL:
SPRINKLER FLOW:
65
an
1924
COMMENTS:
-. - -. . _ 11 . _ II • 1..1 - - . I. -
a Pig
citTyferruRE
Bulletin 176 Rev. A
Model F1
• Residential Sprinklers for
Design Density of .10 gp
Model F1 Res Sprinklers engineered for the lowest flo s
to meet the minimum design density of .05 gp
Types:
1. F1 Res 49 Pendent
2. F1 Res 49 Recessed Pendent /F 1
3, F1 Res 49 Recessed Pendent /FP
4. F1 Res 49 CCP Pendent
5. F1 Res 58 Pendent
6. F1 Res 58 Recessed Pendent/F1
7. F1 Res 58 Recessed Pendent /FP
8. F1 Res 58 CCP Pendent
9. F1 Res 44 & 58 HSW
10. F1 Res 44 & 58 HSW Recessed HSW /F2
11. F1 Res 44 SWC
12. F1 Res 76 Pendent
13. F1 Res 76 Recessed Pendent /F1
14. F1 Res 76 Recessed Pendent /FP
15. F1 Res 76 CCP Pendent
Listings & Approvals
1. Listed by Underwriters Laboratories Inc. and
UL Certified for Canada (cULus)
2. NYC MEA 258 -93 -E
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
Product Description
Model F1 Res Pendent sprinklers (Figs. 1, 2, 3 & 4)
combine excellent durability, high sensitivity glass -bulb
and low profile decorative design.
The 3rrwn glass -bulb pendent sprinklers permit the
efficient use of residential water supplies for sprinkler
coverage in residential fire protection design.
The low flow F1 Res sprinklers are specially
engineered for fast thermal response to meet the
sensitive fire protection application needs of the latest
residential market standards (UL 1626 Standard *).
Upon fire conditions, rising heat causes a sprinkler's
heat- sensitive glass -bulb to shatter, releasing the
waterway for water flow onto the deflector, evenly
distributing the discharged water to control a fire.
F1 Res 49, 58 & 76 F1 Res 49, 58 & 76
Recessed Pendent / F1 Recessed Pendent / FP
F1 Res49,58 &76
CCP Pendent Recessed HSW /F2
F1 Res 44 & 58
V ''`e H 9Z1- uRolln8
F1 Res 44 SWC
Technical Data:
• Thermal Sensor: Nominal 3mm glass -bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: NPT (R1/2)
• K- Factor. 49 (Actual) - F1 Res 49 Pendent Sperkef
5.8 (Actr.raJ) - F1 Res 58 Percent & HSW Sprildsr
7.6 (Actual) - F1 Res 76 Pendent Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
• Density: Minimum 0.10 gpm/ft'
* Effective date 7/12/02
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
•
•
Application
l F1 Res Sprinklers are used for Residential Fire
Protection according to UL 1626 Standard*. Be sure
that orifice size, temperature rating, deflector style and
sprinkler type are in accordance with the latest
published standards of The National Fire Protection
Association or the approving authority having
jurisdiction.
When using F1 Residential Sprinklers for systems
design to NFPA 13D or NFPA 13R, use listed area of
coverage and minimum tlow and pressure requirements
shown in Butetin 135.
For s o1nm designed to NFPA 13, use nformation in
this bufletin. The number of desiqn sprinkers shati be the
most hydraulicalty demanding sprinkters as required by
NFPA 13, Flows and pressures can not be below the
baseline Ummuand pressurers.
NFPA 13
For residentiat sprinkler er systemp designed to NFPA 13
a minimum density of 0.1 gpm/ft- must be provided over
the "design area" that includes the four (4) hydraulically
most demanding sprinklers for the actual coverage
areas being protected by the 4 sprinklers. The minimum
required discharge from each of the four most
hydraulically demanding sprinklers shall be the greater
of the following:
1. The flow rates given in the Reliable Residential
Sprinkler Technical Bulletins referenced in Table A
for NFPA 13D and 13R as a function of temperature
rating and maximum allowable coverage area (for
actual coverage areas less than or between those
indicated in the respective technical bulletin, it is
required to use the minimum required flow for the
next largest coverage area); or
2.A minimum discharge density of 0.1 gpm/ft2
applied over the "design area" consisting of the four
most hydraulically demanding sprinklers for the
actual coverage areas being protected by the four
sprinklers. The maximum dimension of the actual
coverage area cannot be any greater than the
maximum coverage area indicated in the technical
bulletins referenced in Table A.
Design Note: Using the As = S x L method to
determine the sprinkler protection areao(on era
in accordance with NFPA 13 apply the 0.1oom/ff
density to this area to determine the minimum
required f|o Compare this flow to the minimum
0.05 gpm/ft cULus Listed flow for the appropriate
coverage area in the technical bulletin for the
specific residentiat sprinkler. If the flow stated in the
technical bulletin is less than the calculated 0.1
gpm/ft` density flow required, the .1 deooity flow
must then be used in the equation Q=K'P. solving
for P. to establish the minimum required pressure
using the sprinkler K'haoor. Note: In many cases
the listed flow of individual residential aprink|nr
may exceed the required minimum 0.05 gpm/ft-
density. Reliable has available residential sprinklers
with larger K-factors (K=5.8 and K=7.6) that vvijI
provide lower pressure demands for 0.1 gpm/ft2
densities in NFPA 13 residential applications.
2.
Room Size= 12 ft x 20 ft (3
Flow «uu /u density= 240 x 0.10 = 24 gpm
Using an Fi Res 49 Pendent Sprinkler, K=4.9
Pressure= (24/4.Q)"=24 psi (1.85bar)
The baseline flow for a2Uftx2Oft(6.1 m x 6.1 m)
coverage in the baseline den it of 0.05
bar). Therefore, the minimum flow required is 24 gpm @
^_nwm~�w
Room Size= 8 ft x 20 ft (2.4 m x 6.1 m)
Coverage Area= 8 x 20 = 160 ft2 (14.9 m2)
Flow @O.1O gprnIft2 density= 1GOxO.1U=1Sgpm
Using an Fi Res 49 Pendent Sprinkler, K=4.9
Pressure= (16/4.9)2 = 10.7 psi (0.74 bar)
The baseline flow for a 20 ft x 20 ft (6.1 m x 6.1 m)
coverage area i the baseline density of 005
bar). Therefore, the minimum flow required is 20 gpm @
Example No. 3
Coverage Area= 10 x 16 = 160 ft2 (14.9 m2)
Using an F1 Res 76 Pendent Sprinkler, K=7.6
The baseline flow for a 16 ft x 16 ft coverage area is 21
minimum flow and pressure is 21 gpm @ 7.6 psi (79.5
Example No. 4
Room Size= ft x 18 ft (4.3
Coverage Area= 14 x 18 = 252 ft2 (23.6 m2)
Flow @O.1O Qpm/ft^ density= 252 x 0.10 = 25.2 gpm
L.,/min)
Using an F1 Res 78 PendentSprin�er. K=7.6
u
Pressure= (252/7.6)- = 11 psi (076 bar)
The baseline flow and pressure of an 18 ft x 18 ft
coverage area is 21 gpm @ 7.6 psi (79.5 L/min @ 0.52
bar). Therefore, the minimum flow and pressure is 25.2
gpm @ 11 psi (94.6 L/min 0.76 bar).
in general residential sprinklers require
flows and pressures as listed for 0.05
densities to achieve the proper sporay pattern
so the flows and pressures at 0.05 density are
the baseline flows and pressures. Flows and
pressures below the listed 0.05 density shall
not be used.
Installation
Models E1 Res sprinklers are to be installed as
����
shown. Model F1. F2 and FP Euoutohoons, illustrated ���'
herewth, are the ony recessed escutcheons to be used
with Model F1 Res sprinklers. Use of any other
recessed escutcheon will void all approvals and
warranties. For installing Model F1 Res Pendent
sprinklers use only the Model D sprinkler Wrench; for
installing Models F1 Res Recessed Pendent, CCP
sprinklers use only the IV1odo| GFR2 sprinkler wrench;
for installing Model F1 Res recessed HSVVsprinklers
• Model Fl Res 49, 58 & 76 Pendent
use only the Model GFR2 Sprinkler wrench. Use of
wrenches other than those specified may damage
these sprinklers.
Note: A 'leak dght"sprinkler joint can be obtained with
the foliowing torque:
• 94^ NPT (R3/4) 14-20 ft-lba (19 27.1 N-m)
• 1/2" NPT (R1/2) —8'18ft-|bo (10.8 — 24.4 N-n)
Do not tighten sprinklers over maximum
recommended torque. It may cause leakage or
impairment of the sprinklers.
.Model Fl Res 49, 58 & 76
Recessed Pendent / Fl/F2
F1 escutcheon, x"(19mDl)adjustment
ee escu cheon:table for dimensions.
|` |
����
,"72/..r=2,20,0
ih
Fig. 1
3.
Fig. 2
Technical Data: Fl Res 49 Pendent and Recessed Pendent
•
Nominal
Orifice
Inch
(mm)
Sprinkler Max. Max.
Temp. pressure Ambient m K
1.9g 11 - Factor
"F (bar) "C
NPT1
(RV) 1 :146" (11)
155 68 1 -178 09)
100
175 1 79 1 150 1 66
a 1 3:8
4.9
Sprinkler
Length
Inch
(mm)
2.25 (57)
Escutcheon*, F1 or F2, Data:
Type Adjustment
Inch (mm)
F 1 az., (19.0)
SAN,
Inch (mm)
Min =3/4" (19 1)
Face of fitting to
ceiling
Inch (mm)
-,,, , i
- k4 Ac 7 ') - -4.0)
F2
1,N_ (12 7)
mMairlx=„Z,,,:', 6238 8.1))
,,.„, - iY.„(4 7 - 17.4)
* Note: Escutcheons Fl or F2 may be used with
Model F1 Res 49 & 58 Recessed Pendent Sprinkler
**Baseline flows and pressures for 0.05 density
or - to ceiling
Maximum 1" (25mm) to 4" (100mm)
- • -
Max. Sprinkler
Spacing
ft (m) ..
12 x 12 (3.6x3.6)
14 x 14(4.3x4)
16 x 16 (4.9x4.9)
18 x 18 (5.5x5.5)
20x 20(6,16.1)
Flow Pressure Sprinkler
Identification
gpm (Lpm) psi (bar)
Number (SIN)
13 (49) 7.0 (0 48)
13 (49) 7 0 (0 48)
13 (49) 7 0 (0 48) R3516
17 (64 3) 12 0 (0 83)
20 (75 7) 16 7 (1 14) 1
-10- ceiling
'mum 4" (1 ti m) to 8" (203mm)
Max. Sprinkler Flow Pressure 11 Sprinkler
Spacing Identification
ft on), gpm (Lpm) psi (bar) 1
Number..(SIN1
12 x 12 (3.6x3.6) 15(57) 9.4 (0.65)1
14 x 14 (4:3)4.4 16 (60.5) j 10.6 (0.73).1
16 x 16 (4.9x4.9).. 17 (6,4.3) 12.0 (0.83)1 R
18 x 18 (5.5x5.5) 19(72) I 15.0 (1.0)
20 x 20 (6.1x6.1) 22 (83.2) 1 20.2 (1.4)
*Note: The F1 Res 49 pendent and recessed pendent
residential sprinklers can be installed per NFPA 13 in
beamed ceilings meeting the following criteria:
1. Maximum beam depth = 7" (178mm)
2. Beam spacing at or greater than 7.5 ft. (2.3m) on center.
516
Technical Data: Fl Res 58 Pendent and Recessed Pendent
Thread
Size
NPT
(R1/)
Nominal Sprinkler Max , Max.
Orifice ' Temp. pressure Ambient
Inch Rating psi Temp.
(mm) 'C.; (bar) °F °C
155 68 10f 38
y' (13) 1m(1?
175_1 79 ) 150 66
Sprinkler
K 1 Length
Factor Inch
(mm)
5.8 2.25 (57)
**Baseline flows and pressures for 0.05 density
r , 1 •
Max. Sprinkler 1 ,..„ Ceiling -to- 1 Sprinkler
Spacing 1 Ficm 1 Pressu- 1 Deflector i Identification
1 ft (m) gpm (1-43m) 1 Psi (bar) Inch (mm) 1 Number (SIN)
12x 12(3.6x3.6) 16(61) 1 7.6 (053) 1 ,
14x 14 (4.3x4.3) 1 16 (61) ! 7.6 (0.53)
1-4
16 x 16 (4.9x4.9) 1 16 (61) 1 7.6 (0.53) (20-100) R3513
1 18 x 18 (5.5x5.5) 1 19 (72) , 10.8 (0.75) , ,
20 x 20 (6.1x6.1) 1 22 (83.3) 1 14.4 (1.0) 1 '
**Calculate for a .10 density but in no case
go below the baseline flows & pressures
4.
•
Technical Data: Fl Res 76 Pendent and Recessed Pendent
• Thread
Size
E4" NPT
( (RA
Nominal
Orifice
Inch
(mm)
IA 2 (1- 3 c)
-,
Ten).
'10
,-F
155
175
14.
,
,C +
68
79
Mx
PTESSESe
pei
(ball
175 (12 \
'
Max.
Millet
Tell
'F -C
100 38
150 66
K
Fr
It-
: 11
nth
(mm)
7 6
2 95 (57)
*Baseline flows and pressures for 0.05 density
Max. Sprinkler I Sprinkler
I Flow Pressure
Spacing I gpm (Lbm) psi (bar) Identification
ft (m) I Number (SIN)
12 x 12 (3.(x3.6) I t 21 7.6 (0.53) . .
14 x 14 (4.3x4.3) 1 21 1 7.6 (0.53) .
[ 16 x 16 (4.9x4.9) 1 21 i 7.6(0.53) R7618
18 x 18 k5.5x55) 1 21 ! 7.6 (0.53)
20 x 20 (6.1x6.1) 23 1 9.2 (0.63) .
• Model Fl Res 49, 58 & 76
CCP Pendent
2 5/76" DIA.
[58. 7rnm;
CUP
CEILING
COVER ADJUSTMENT
7 .5,11:704C
2 6Z5"'
HOLE IN CEILING
-- 7 7/2" REDUCER
1 //4"
MAX. FACE OF FITTING
TO FACE OF CEIONG
Z oikeEt,sioN
FOCHT.
7 5/76" DiA.
[54.1mm]
F1 RES 49, 58 & 76 CCP PEND.
Fig. 3
NOTE: The F1 Res 76 will use a 1" x '3/4" reducer.
Adjust Face of fitting to
T,„ ment
i . n
Inch (mm) inch (mm) IL Inccehi(limgm)
Fl / (19.0)
VWaix.=l, - - Z
.: (4.7 -24.0) . . 1
— •
F2 1/ (12.7) IVIin.=':'16 V-.6.0 1 3' - I,/ (4 7 -17 4)
A c, A6 .‘ .
I Nilax.=-1y" (38.1) • ' •
*Calculate for a .10 density but in no case
go below the baseline flows & pressures
• Model Fl Res 49, 58 & 76
Recessed Pendent / FP
FP push-on/thread-off
escutcheon
2 2/8. /14. (66.7mnj
HOLE I/ CEILING
2 5/16.. DrA.
j58.7m41,1
CUP
++,
X 1/2" REDUCER
KN.
?/2' (75rnm; MAX.
FP ADJUSTMENT
7 1/2" [58.1mmj MAX.
FACE OF '1117NG
10 FACE or CEUNG
DIMEMS/ON
IUOI IVAP
5.
Fig. 4
Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent / FP
• Nominal
Thread Orifice
Ste Inch
(mm)
[
1/2" NPT 7/,'"
(Rib)
I Max
Trp. 1 r PrEssue K
Pd Ten T1 Faclor
"F "C "F '0 (bar) "F
155 68 135 57 175(12), 100 38 4.9
• I
CCP Options Data:
Cover Adjustment
Inch (mm)
(mm) (12 7)
X 6 (4.7)
2.25
(57)
*Baseline flows and pressures for 0.05 density FP Data "A":
Max. Sprinkler Flow
Spacing gpm (Lpm)
ft (m)
12 x 12 (3.6x3.6) 13 (49)
14 x 14 (4 3x4 3) 13 (49)
16 x 16 (4.9x4.9) 14 (53)
18 x 18 (5 5x5.5) 18 (68 1)
20 x 20 (6 1x6 1) 20 (75 7) 16 7 (1 14)
CCP Height
Inch (mm)
y (19)
1 Sprinkler •
Press, a„u1,7 Identification FP Position Inch (mm)
w"" Number(SIN) Max. Recessed
74, (11)
Min. Recessed (24)
Note: Sprinklers shown in Fig. 3 and Fig. 4 are not
R3516 suitable for installation in ceilings which have
positive pressure in the space above.
7,0 (0,48)
7.0 (0.48)
8.9 (0.56)
13.5 (0.93)
Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP
:
Thread
Size
Nominal
Orifice
Inch
Om)
ccp
Spreikkr , ,..,.,„
Ten.
Rut
Plessue Ahttent
pj Tell
K
Factor
12 x 12
Lergth
kx1.1
(rnrri)
Tm
• -f$ • .
.1£ ■
.
F "F . "0
(bar) . _
"F 00
" NPT
lb' '13)
i
155 68 135 i 57
1
175 (12)1 100 38 '
.
5.8
2 25 (57)
*Baseline flows and pressures for 0.05 density
Sprinkler
Identification ,1
NumberASIN)
:•
•
•
•
•
•
Max. Sprinkler
Spacing
ft
(m)
Row
gpm
(Lpm) 1
Pressure
psi (bar)
12 x 12
(3.6x3,6)
16
(61) I
7.6
(0.53)
14 x 14.
(4.3x4.3)
16
(61) I
7.6
(0.53)
16 x 16
(4.9x4.9)
16
(61)
7.6
(0,53)
18 x 18
(5.5x5.5)
19
(72)
10.8
(0.75)
20 x 20
(6.1x6.1)
22
(83.3)
14.4
(1.0)
R3513
Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP
Nominal
'Thread Orifice
Size Inch
(mm)
44' NPT
I (R314) (13.5)
*Baseline flows and
Tam. IfT Psst Term.
I '0 0- '0
C
100 38
155 68 135 57 1175 (12)1 -tri0 66
175 79 i
Max. Sprinkler
Spacing
12x 12 (3 6x3.6)
14 x 14 (4.3x4.3)
16 x 16 (4,9x4.9)
18 x 18 (5.5x5.5)
20 x 20 (6,1x6.1)
K I LEnglh
Fake kv.:11 1
OTTO
2.25
(57)
ressures for 0.05 density
Row Pressure
gpm (Lpm) psi (bar)
21 I 7.6 (0.53)
21 1 7.6 (0.53)
21 7.6 (0.53) l R7618
22 . 8.4 (0.58)
25 1 10.8 (0.74)
Sprinkler
Identification
Number (SIN)
•
•
•
.•••••
•
•
6
*Calculate for a .10 density but in no case
go below the baseline flows & pressures
• Model Fl Res 44 & 58 HSW
5.
4
Technical Data: Fl Res 44 HSW & HSW/F2
Nominal
Thread Orifice
Size Inch
(mm)
1/i," NP I (10)
(R/?) "
lx4 Fata txtr
I (bar) I cf 1 0C (mm)
155 68 ! 100 38
175 ! 79 ! 12'1! 150 66 4.4 ! 2.45 (62)
*Baseline flows and pressures for 0.05 density
• Model Fl Res 44 & 58
Recessed HSW/F2
r5 11
F2 escutcheon, yr" ( 3 m)
adjustment
Escutcheon, F2, Data:
T Adjustment -
Face of Ming
—to wail
Inch (mm)
Inch (mm)
F2 71(13) - (4.7 - 17.4)
Max. SprinIder Sprinkler Temp.
Ceiling
Spacing De Rating
ue ' or
ft (m) Inch (mm) 'F ('-C)
Flow Sprinkler
Pressure
gpm psi the i Identrfication
(Lpm) 1" ' I Number (SIN)
12 x 12 (3.6x3.6) i 155 (68) 175 (79) 12(45.4) i 7.5(0.52)
14 x 14 (4.3x4.3) 1 155 (68) 175(79) 4 (5 .0) I 10.2 (0.71)
I 16 x 16 (4.9x4.9) i 4 - 6 i 155 (68) 175 (79) 16 (60.6) l 13.3 (0.92)
16 x 18 (4.9x5.5) i (101-152) 155 (68) 175 (79) 18 (68.1) 16.8 (1.16)
18 x 18 (5.5x5.5) i 155 (68) 175 (79) 19_(72.0) 18.7 (1.29)
16 x20 (4.9x6.1) l 1:55 (6'8) 175 (79) 23 (87.1) 27.4 (1.89) R3531
1 12 x 12 (3.6x3.6) ) i 155 ((78) 175 (79) 14 (53.0) i 10.2 (0.71)
14 x 14 (4.3x4.3) i 155 (68) 175 (79) .16 (60.6) I 133(092)
16 x -16(4.9x4.9) (152.-305) -5 (68) 175 (79) 17164.41 i 150104)
1 15
16 x-18 (4.9x5.5) ' 155 (68) 175 (79) 20 (75.7) 20.7 (1.43)
16 x 20 (4.9x6.1) l 155 (68) 175 (79) 23 (87.1) ! 27.4 (1.89)
*Calculate for a .10 density but in no case
go below the baseline flows & pressures
•
7.
•
•
• Model Fl Res 44 SWC
Technical Data: Fl
NPT
(R/ )
*Baseline flows and pressures for 0.05 density
Nominal
Orifice
Inch
(mm)
Res 44 SWC
1 1/4" [51,75rnm.,7 Maximum
Face Of Fitting
To Wall Dimension
1" X 1/2" Rockiest
Recommended
Woli Hole 2 5/16"
2 5/8" [58.74n]
[55.58,01 Dia.
Do.
,S0tea,"
f
4" to 12-
[107.60mm To
3O4.80,]
PUSH ON COVER, THEN
TURN TO Ardusr utva
TIGHT AGAINST WALL.
3 5/16"
[84.14mm]
TURN COLLAR UNTIL --I
TIGHT AGAINST SPRINKLER
WRENCH BOSS,
1 21/32"
[42.07mml
1/2" [12.70mm;
Adjustment
Fl RES 44 SWC
Fig. 5
Rating Prie Ant °Tm K Length
Pal Factor kich
°C (bar) 'C (mm)
68 135 57 175 (12) 100 38 44 I 2 45 (62)
Max. Sprinkler Ceng -to
Spacing Deflector
ft (m)
inch mm
12 x 12 (3 6x3 6)
14 x 14 (4.3x4,3)
16 x 16 (4.9x4.9)
16x 18(4.9x5.5)
16 x 20 (4.9x6.1)
12 x 12 (3.6x3,6)
14x 14(4.3x4,3)
16 x 16 (4,9x4.9)
16 x 18 (4.9x5.5)
4 - 6
(101-152)
6 - 12
(152-305)
Flow Sprinkler
Pressure
gpm Identification
(Lpm) Number (SIN)
13 49.2' ! 8.7 0.60'
14 (53.0) 102 (0.71)
17 (64.3) I 15,011.1)
[ 19 (71.8) I 18.7 (1,13)
23 (87.1) I 27.4 (1.89)
14 (52.9) ! 102 (ln)
15 (56.7) I 11.7 (0.81)
18 (68.1) I 16.8 (1.16)
20 (75.6) 20.7 (1.43)
R3531
*Calculate for a .10 density but in no case
go below the baseline flows & pressures
8.
Technical Data: Fi Res 58 HSW & HSW/F2
Thread
Size
" NPT
(R'4)
Nominal
Orifice
Inch
(mm)
K" (13)
Sprinkler
Temp.
Ratin
°F I cC
---
155 68
175 l 79
Max. Max. Sprinkler
Pressure Ambient K Length
Psi Temp, Factor Inch
(bar) '-,F °C (mm)
100 38 5 8 2 45 (62)
175 (12) 150 66
*Baseline flows and pressures for 0.05 density
5f Ass
Max. Sprinkler
SPaff Deflector
- Inch (mm)
12x 12 (3.6x3 6)
14 x 14 (4 3x4 3)
16 x 16 (4 9x4 9)
16 x 18 (4 9x5 5)
16 x 20 (4 9x6 1)
12x 12 (3 6x3 6)
14 x 14 (4 3x4 3)
16 x 16 (4.9x4.9)
16 x 18 (4.9x5.5)
4 -6
(101-152)
6 - 12
(152-305)
Escutcheon, Adjustment
scutcInhceh oim
on, )F2, Dinat:tha:44_11.
Face of Fitting
ype
179
_ y„ (13) (4,7 - 17.4)1
Sprinkler mp. Flow p ure Sprinkler
Rating gpm th„1 Identification
F (C) (Lpm) I Number (SIN)
155 (68) 175 (79) 16 (60.6) 7.6 (0.53)
155 (68) 175 (79) 18(68.2J 9.7 (0.67)
155 (68) I 175 (79) 21 (79.5) 13.2 (0.91)
155 (68) 175 (79) I 25 (94.7) 18.6 (1.28)
155 (68) 175 (79) 29 (109.8) 25 (1.73) R3533
155 (68) 175(9) ] 22 (83.3) ! 14.4 (1.0)
155 (68) I 175 (79) 22 (83.3) 14-.4 (1 O)
155 (68) 175 (79) 26 (98.4) 20.1 (1.39)
155 (68) 175 (79) 31 (117.4) 28.6 (1.97)
*Calculate for a .10 density but in no case
go below the baseline flows & pressures
Finishes(1)
Sprinkler
Standard Finishes
Fl , F2, FP Escutcheons
Brass
Bright Chrome Plated
White Painted
Application Finishes
Fl , F2, Escutcheons
Bronze
Chrome Plated
White Polyester Coated
Special
Sprinkler
Bright Brass
Black Plated
Black Paint
Off White
Satin Chrome
Bright Brass
Black Plated
Black Paint
Off White
Satin Chrome
"1' Other finishes and colors are available on special order.
Consult factory for details.
•
9.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Temperature Rating
4. Sprinkler Finish
5. Escutcheon Finish
Maintenance
Model F1 Res 49, F1 Res 58 & F1 Res 76 Sprinklers
should be inspected quarterly, and the sprnIer system
maintained in accordance with NFPA25. 13, 13D, and
13R. Do not clean sprinfIer with soap and water, Arnmonia
or any ether ceanng fluids. Remove dust by using a soft
brush or gentle vacuuming. Remove an 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
remain in the ori i |oartonoand packaging nd| used.
This w8 minmize the potential for damage to s ink|erathat
could cause improper operation or non-operation.
Model Fl RES 49 Residential
Sprinkler Specifications
Model Fl Res 49 & 58 Pendent
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential pendent
sprinklers engineered, to provide a minimum design
density of 0.10 gprn/fr over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers are
installed under sloped ceilings having a pitch of up to [4/12]
[8/12], the sprinklers shall be listed for such use.
Deflector-to-ceiling distance listing shall be 1" to 8"
maximum. Sprinkler frame and deflector shall be of bronze
frarne construction having a 1/2" NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville spring
washer and top-loaded extruded cup with 3 mm glass bub
containing no plastic parts, and having a temperature
have a nominal K-factor of 4.9 & 5,8. Standard finish:
[Bronze] [Chrome-plated] [White Polyester] [Special finish—
specify]. Residential pendent sprinklers shall be Reliable
Model Fl Res 49 & 58, SIN R3516 & R3513 (Bulletin 135).
10.
Model Fl Res 49 & 58 Recessed Pendent/F1,
Model Fl Res 49 & 58 Recessed Pendent/F2,
Model Fl Res 49 & 58 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential recessed
pendent sprinklers engineered to provide a minimum
design density of 0.10 gpm/fr over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard. Where
pendent residential sprinklers are installed under sloped
ceilings having a pitch of p [8/12], the s i klern
shall be listed for such use, Deflector-to-ceiling distance
listing shall be 1" to 8" maximum. Sprinkler frame and
deflector shall be of bronze frame construction having a 1/2"
NPT thread. Water seal assembly shall consist of a
Teflon-coated Belleville spring washer and top-loaded
extruded cup with 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C)]
[175"F (79"C)]. Sprinklers shall have a nominal K-factor of
4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish— specify]. Recessed escutcheon
assembly shall be a steel, two-piece escutcheon [with i/2"
adjustment (Model F2)] [with 3A" adjustment (Model F1)] [of
push-on and thread off design with 1/2" adjustment (Model
FP)]. Standard finish shall be [brass][bright chrome] [white
painted]. Residential recessed pendent sprinklers shall be
Reliable [Model F1 Res 49 & 58 Recessed Pendent/F11
[Model Fl Res 49 & 58 Recessed Pendent/F2] [Model F1
Res 49 & 58 Recessed Pendent/FP] SIN R3516 & R3513
(Bulletin 135).
Model Fl Res 49 & 58 CCP Pendent (Concealed)
Sprinklers shall be {cULus Listed] [New York City MEA
Approved (258-93-E)] low flow residential concealed
sprinklers engineered, to provide a minimum design
density of 0.10 gpm/ft' over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's
installation guidelines and the applicable installation
standard. Where pendent residential sprinklers mua
installed under sloped ceilings having a pitch of up to
[4/12] [8/12]. the sprinklers shall be listed for such use.
Sprinkler frame and deflector shall be of bronze frame
construction having a Y2^ NPT thread. Water seal
assembly shall consist of a Teflon-coated Belleville
spring washer and top-Ioaded extruded cup with 3 mm
glass bub containing no plastic parts, and having a
temperature rating of 155°F (68°C). Cover plate
assembly shall consist of a brass cover plate and copper
alloy retainer flange. Method of attaching the cover plate
to the sprinkler cup shall be a push-on and thread-off
design allowing a /2" cover plate adjustment. Cover
plate temperature rating shall be 135"F (57"C), A plastic
protective cap shall he provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before
the cover plate is installed. Standard cover plate finish:
[White] [Custom Color— specify]. ]. Concealed pendent
sprinklers shall be Reliable Model F1 Res 49 & 58 CCP,
SIN R3516 & R3513 (Bulletin 135).
•
•
Model F1 Res 44 & 58 Horizontal Sidewall
Sprinkler
Sprinklers of 0.10 Approved (258-93-E)] low flow residential horizontal
sidewall sprinklers engineere,d to provide a minimum
I design
area. L��d'Uowa ao`' ��ad by the manufacturer's
coverage
technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the
rnanufacturers installation guidelines and the applicable
installation standard. Where horizontal nidewaU
residential sprinklers are installed under sloped ceilings
having a pitch of up to [4/12] [8/12], the sprinklers shall
be listed for such use. Sprinkler frame and deflector shall
be of bronze frame construction having a 1/2" NPT thread.
Water seal assembly shall consist of a Teflon-coated
Belleville spring washer and top-loaded extruded cup
with 3 mm glass bulb containing no plastic parts, and
having a temperature rating of [155°F (68°C)] [175°F
(79°C)]. Sprinklers shall have a nominal K-factor of 5.8.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish-- specify]. Residential horizontal
sidewall sprinklers shall be Reliable Model F1 Res 58,
SIN R3513 (Bulletin 135).
Model F1 Res 44 & 58 Recessed
Horizontal Sidewall Sprinkler
Use description for the Mode/ F1 Res 58 horizontal
aidowaU sprinkler with the following modifications:
Replace "horizontal sidevvaU a i W r' with "recessed
horizontal nprink|er." Add: Recessed escutcheon
assembly shall be a steel, two-piece escutcheon with 1/2,"
adjustment (Model F2). Standard finish shall be
[brass][bright chrome] [white painted] [Special finish--
specify]. Residential recessed horizontal sidevvall
sprinklers shall be Reliable Model F1 Res 58/F2, SIN
R3513 (Bulletin 135).
Model F1 Res 76 Pendent
Sprinklers shall [cULus
pendent sprinklers engineered to provide a minimui-n
design density of 0.10 gpm/fr over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable inntaUation standard.
Sprinkler frame and deflector shall be of bronze frame
construction having a3A''NPTthread. Water seal assernbly
shali consist of a Teflon-coated Betevite spring washer and
machined cup wLh 3 mm glass bulb containing no plastic
parts, and having a temperature rating of [155°F (68°C)]
[175°F (79°C)]. Sprinklers shall have a nominal K-factor of
7.6. Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish.. specify]. Residential pendent
sprinklers shall be Reliable Model F1 Res 76, SIN R7618
(Bulletin 135).
11.
Model F1 Res 76 Recessed Pendent/F1,
Model Fl Res 76 Recessed Pendent/F2,
Model F1 Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineered to provide a
minimum design density ofO.10gpm/ft' over the listed
coverage area. Listed flows as specified by the
manufacturer's technical data sheets are to be used.
Residential sprinklers shall be instal!ed in conformance
with the manufacturer's installation guidelines and the
applicable installation standard. Sprinkler frame and
deflector shali be of brorize frarne construction having a
�N^ NPTthreod, Water seal assembly shall consist of a
Teflon-coated Belleville spring washer and machined
cup with 3 mm glass buib containing no plastic parts, and
having a temperature rating of [155°F (68°C)] [175"F
Sprinklers shail have a nominal K-factor of 7.6.
Standard finish: [Bronze] [Chrome-plated] [White
Polyester] [Special finish- specify]. Recessed
escutcheon assembly shall be a steel, two-piece
escutcheon [with 1/2" adjustment (Model F2)] [with 3,4"
adjustment (Model F1)] [of push-on and thread off design
with V2" adjustment (Model FP)]. Standard finish shall be
[brass][bright chrome] [white painted]. Residential
recessed pendent sprinklers shall be Reliable [Model F1
Res 76 Recessed Pendent/F1] [Model F1 Res 76
Recessed Pendent/F2] [Model F1 Res 76 Recessed
Pendent/FP] SIN R7618 (Bulletin 135).
Model Fl Res 76 CCP Pendent (Concealed)
Sprinklers shall be [cULus Listed] low flow residential
concealed sprinklers engineered to provide a minimum
design density of 0.10 gpm/ft- over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall be
installed in conformance with the manufacturer's installation
guidelines and the applicable installation standard.
Sprinkler frame and deflector shall be of bronze frame
construction ha inga94''NPTthnaed Water soal assembly
shall consist of a Teflon-coated Belleville spring washer and
machined cup with 3 mm glass bulb containing no plastic
parts. and having a temperature rating of 155°F (68°C).
Cover plate assembly shall consist of a brass cover plate
and copper alloy retainer flange. Method of attaching the
cover plate to the sprinkler cup shall be a push-on and
thread-off design allowing a /2 cover plate adjustment.
Cover plate temperature rating shall be 135"F (57°C). A
plastic protective cap shall be provided and factory installed
inside the sprinkler cup to protect the sprinkler from
damage, which could occur during construction before the
cover plate is installed. Standard cover plate finish: [White]
[Custom Color- specify]. ]. Concealed pendent sprinklers
shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin
Reliable...For Complete Protection
•
Reliable offers a wide selection of sprinKler components. Following are some of the many
precision-made Reliable products tnat guard life and property from fire around the clock.
• Automatic sprinklers
• Flush automatic sprinklers
• Recessed automatic sprinklers
• Concealed automatic sprinklers
• Adjustable automatic sprinklers
• Dry automatic sprinklers
• Intermediate level sprinklers
• Open sprinklers
• Soray nozzles
• Alarm valves
• • Retarding chambers
• Dry pipe valves
• Accelerators for dry pipe valves
• Mechanical sprinkler alarms
• Electrical sprinkler alarm switches
• Water flow detectors
• Deluge valves
• Detector check valves
• Check valves
• Electrical system
• Sprinkler emergency cabinets
• Sprinkler wrenches
• Sprinkler escutcheons and guards
• Inspectors test connections
• Sight drains
• Ball drips and drum drips
• Control valve seals
• Air maintenance devices
• Air compressors
• Pressure gauges
• Identification signs
• Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research
Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable.
Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable
sprinkler con:me:Ors located throughout the United States, Canada and foreign countries.
Manufactured by
• Rehabid
The Reliable Automatic Sprinkler Co., Inc.
(800)431.1588
(800) 848-6051
(914) 829-2042
www.rel:ablesgrinkiercorn
Sales Offices
Saes Fax
Corporate Offices
Internet Address
Recycled
Paper
Revision lines indicate updated or new data.
EG. Printed in USA. 05/08 P/N 9999970322
Bulletin 135 Rev. H
• Reliable DResesiigdennptieanl
50 gPn
•
•
C0
0
2'
L
Model F1 Res Sprinklers engineered for
to meet the minimum design density of
Types:
1, F1 Res 30 Pendent
2. F1 Res 30 Recessed Pendent /F2
3, F1 Res 30 Recessed Pendent /FP
4, F1 Res 49 Pendent
5, F1 Res 49 Recessed Pendent /F1
6, F1 Res 49 Recessed Pendent /FP
7. F1 Res 58 Pendent
8, F1 Res 58 Recessed Pendent /F1
9. F1 Res 58 Recessed Pendent /FP
10. F1 Res 76 Pendent
11, F1 Res 76 Recessed Pendent/F1
12. F1 Res 76 Recessed Pendent /FP
13. F1 Res 30 CCP Pendent
14. F1 Res 49 CCP Pendent
15. F1 Res 58 CCP Pendent
16. F1 Res 76 CCP Pendent
17. F1 Res 44 HSW
18. F1 Res 44 Recessed HSW /F2
19, F1 Res 58 HSW
20, F1 Res 58 HSW Recessed FISW!F2
21. F1 Res 44 SWC
Listings & Approvals
1. Listed by Underwriters Laboratories Inc, and
UL Certified for Canada (cULus)
2. NYC MEA 258 -93 -E
Slope Ceiling Approvals: Refer to Bulletin 035
Sprinklers for .10 Density: Refer to Bulletin 176
UL Listing Category
Residential Automatic Sprinkler
UL Guide Number
VKKW
Patents
US Patent No. 6,516,893 applies to the
Model F1 Res 49 & 58 Pendent Sprinklers
the lowest flo
.05 gpm/ft2
Product Description
Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are
fast response sprinklers combining excellent durability,
high sensitivity glass -bulb and low profile decorative de-
sign. The F1 Res Horizontal Sidewall sprinklers (Figs. 5, 6
& 7) are equally attractive when above ceiling piping can-
not be used.
F1 Res 30, 49, 58 & 76 F1 Res 30, 49, 58 & 76
Recessed Pendent / F1 Recessed Pendent / FP
F1 Res 30, 49, 58 & 76 F1 Res 44 & 58
CCP Pendent Recessed HSW /F2
F1 Res 44 SWC
The 3mm glass -bulb pendent sprinklers permit the effi-
cient use of residential water supplies for sprinkler cover-
age in residential fire protection design.
The low flow F1 Res sprinklers are specially engineered
for fast thermal response to meet the sensitive fire protec-
tion application needs of the latest residential market stan-
dards (UL 1626 Standard). Upon fire conditions, rising
heat causes a sprinkler's heat - sensitive glass -bulb to shat-
ter, releasing the waterway for water flow onto the deflector,
evenly distributing the discharged water to control a fire.
Technical Data:
• Thermal Sensor: Nominal 3mrn glass -bulb
• Sprinkler Frame : Brass Casting
• Sprinklers' Pressure Rating : 175 psi
Factory Hydrostatically Tested to 500 psi
• Thread Size: 1/2" NPT (R1/2)
• K- Factor: 3.0 (Actual) - F1 Res 30 Pendent Sprinkler
4,9 (Actual) - F1 Res 49 Pendent Sprinkler
5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler
7.6 (Actual) - F1 Res 76 Pendent Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
• Density: Minimum 0,05 gpm!ft2
The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523
Application
Model Fire Pro-
tection according to UL 1626 Standard* Be sure thatori-
Uoo aizo. temperature mting, deflector style and sprinkler
type are in accordance with the latest published standards
of The National Ffte RrotecUon Association or the approving
authority having jurisdiction.
• Model P1 Res 0�49,58&7QPendent
55FG03
/
/
TURN COLLAR (AWL
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
Installation
Modeis P1 Res sprinklers are to be installed as shown.
Model F1. F2 and FP Eooutchonnc, illustrated herewith,
are the only recessed escutcheons to be used with Model
F1 Res sprinklers. Use of any other recessod escutcheon
wffl void all approvals and warranties. For instalUng Model
F1 Res Pendent sprinklers use only the Model D sprinkler
• Model F1 Res 30 Recessed Pendent / F2
* Model F1 Res 4S.58&7G Recessed Pendent /F1
F1 escutcheon, 3/4"(1Qmn adjustment
L"__,�;.;,'„*=_��
,`1/2"==
_����:
3/76-13/16 (01 ESCUTCHEON)
3/16-11/16 (02 ESCUTCHEON)
ADJLISTMENT
m,
p2mm)_ .
Hg. 1
Wrench: for installing Models P1 Res Recessed Pendent,
OCR & SWO sprinklers use only the Model GFR2 sprinkler
wrench: for instating Model Fi Res Recessed HSW sprin-
kiers use only the Model GFR2 Sprinkler Wrench. Use of
wrenches other than those specified may damage these
sprinklers. Install F1 Res 44 with a ceiling to deflector dis-
tance of 4" 12^ FIow arrow on deflector must point away
from near wall and "Top" marking must face ceiling,
•
2�
Hg: 2
Escutcheon*, F1 or F2, Data:
Type
Adjustment
Inch (mm)
"A"
Inch (mm)
(1s1)
3/4 (19.0)
max Y2" (381)
F2 1/2 (12.7) / -- '- —�`
wo».~1Y2" (38.1)
* Note: Escutcheons 81 or F2 may be used with
Model F/Res 49, 58 & 76 Recessed Pendent Spdrikler
•
Technical Data: F1 Res 30 Pendent and Recessed Pendent
Thread Nominal Orifice
Size Inch (mm)
1/2" NPT
(RN 274"
Sprinkler •
• Max. Max.
Temp. Rating Pressure Ambient Temp.
°F °C psi (bar)
155 l 68
175 79 7o(12 100 3a
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max.
Flow 1 Pressure 1 Sprinkler Identification
Sprinkler Spacing I
•
ft (m) gpm (Lpm) psi (bar) ) Number (SIN)
12x 12 (3.6 x 3,6) , 8 (30 3) 7.0 (0,48)
14 x 14(43 x 4,3) 10 (37.8) 11 (0,76)
83511
Technical Data: F1 Res 49 Pendent and Recessed Pendent.
Thread Nominal Orifice
Size Inch (mm)
Sprinkler Max.
Temp. Rating Pressure
psi (bar)
°F
°C
1/2" NPT
(81/2) -,j16I- (11)
155
175
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max.
Sprinkler „ Flow
Spacing gpm (Lpm
12>' 12(3,6 x 3,61 1 13 (49)
14 x 14 (4,3 x4,3) 13(49)
...16 x16 (4,9 x 4,9) I 13(49)
18 x 18 (5,5 x 5,5) 17 (64.3)
20 x 20 (6,1 x6,1) I 20 (75.7)
Pressure
psi (bar)
68
79
Sprinkler
Identification
Number (SIN)
175 (12)
70 (0,48)
799.8)
7.0 (0,48) 83516
12.0 (0,83)
16.7(1,14)
Actual Sprinkler
Length
Factor Inch (mm)
3.0 2.25 (57)
Max.
Actual
Ambient Temp. ' K
Factor
100 38 1
4.9
1 150 66
it
Deflector - to - ceiling
Maximum 4" (100mm) to 8" (203mm)
Sprinkler
Length
Inch (mm)
2.25 (57)
Max. ,
• )
Sprinkler 1 Flow 1 Pressure I Sprinkler
)
•
Identification
Spacing 1 gpm (Lpm) 1 psi (bar) :
Number (SIN)
ft (m)
133< '12(3,6>' 3,6) I 15(57) 9,4 (0,65)
4x -14 (4,3 x 4,3) 1 16 (605) 1 10.6 (0.73)
6 >' 6 4 9 x 4 9 ) 1 17(643) 1. 120(J83 : 83516
18X 18 (5,5 x 5,5) 19 (72) I 15.0 (1.0)
20 x 20 (6,1 x 6,1) I 22 (83,2) 20.2 (1,4)
*Note: The F1 Res 49 pendent and recessed pendent residential sprin-
klers can be installed per NFPA 13 in beamed ceilings meeting
the following criteria:
1. Maximum beam depth = 7" (178mm)
2. Beam spacing at or greater than 7,5 tt, (2.3m) on center.
Technical Data: F1 Res 58 Pendent and Recessed Pendent.
Thread Nominal Orifice
Size 1 Inch (mm)
1/2" NH-
(RIM
3'(13)
Max.
Sprinkler 1 Flow
Spacing , gpm (Lpm)
ft (m)
12 x 12 (3.6 x 3,6) 1 16(61)
14 x 14 (4,3 x 4,3) 16(61)
16 x 16 (4.9 x 4,9) i 16 (61) 7 6 (0,53)
18 x 18 (5,5 x 5,5) 19(72) 10 8 (0,75)
20 x 20 (6,1 x 6,1) 22(833) 14 4 (1,0)
Sprinkler
Temp. Rating
°F °C
155 68
175 79
Pressure
psi (bar)
7.6 (0,53)
7.6 (0,53)
Max. . Max. .
„
. :
.
.
.
• • Actual .
Sprinkler
.
Pressure 1 Ambient Temp. 1 ) Length
psi (bar) I °F °C I K Factor •
.
.
,
38 I Inch (mm)
175(12) I 100
I: ' I 150 66 I 5.8 ,
,
.
2.25(57)
•
.1
Sprinkler
Ceiling -to- Deflector
Identification
Inch (mm) Number (SIN)
1-4
(25 - 100)
3,
83513
.1
Technical Data: Fl Res 76 Pendent and Recessed Pendent
Max.
Thread Nominal Orifice ' Sprinkler Max.
Size Inch (mm) Temp. Rating Pressure . Ambient Temp.
, ,
°F °C psi (bar)
z 5) 155 68 175 (12) 190 38
'ii" NPT
(R1/2) 175 /9 150 66
Max.
Sprinkler Spacing
ft (m)
Flow Pressure 1 Sprinkler Identification
gpm (Lpm) psi (bar) Number (SIN)
12 x 12 (3,6 x 3,6) 21(795)
14 x 14 (43 x 4,3) 21 (79.5)
16 x 16 (4,9 x 4;9) 21 (79.5)
18 x 18 (5,5 x 5;5) 21 (79.5)
20 x 20 (6,1 x 6,1) 23 (87.1)
Model Fl
7.6 (0,53)
7.6 (0.53)
7.6 (053)
7.6 (0,53)
9.2 (0,63)
Res 30, 49, 58 & 76 CCP Pendent
87618
K
Factor
7.6
Sprinkler
Length
Inch (mm)
• Model Fi Res 30, 49, 58 & 76
Recessed Pendent / FP
2.25 (57)
FP push-onithread-off escutcheon
2 5/16" DIA.
[58.7mm]
CUP
CUP
CEILING
2 5/8" [65.7mm] DIA.
HOLE IN CEILING
157/2" REDUCER
J
COVER ADJUSTMENT
7 1/4" [37.5mm]
AX. FACE OF FITTING
70 FACE OF CEILING
'7/7 DIMENSION
HEIGHT
155FGO4D [84.1mm]
Fl RES 30, 49, 58 & 76 CCP PEND.
CEILING
X 1/7. REDUCER
1 1/2. Panne") MAX
FACE 02 22446
TO FACE OF CEILING
DIMENSION
14- N..,,H7
FP ADJUSTMENT
Fl RES 49 PENDENT/FP
Fig. 3
Note: The F1 Res 76 will use a 1" x 3/4" reducer.
4,
Fig. 4
•
Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent/FP
Thread Nominal Sprinkler CCP Assembly Max. Max.
Size Orifice Temp. Rating Temp. Rating Pressure Ambient Temp.
Inch (mm) °F °C °F °C °F ',- °C
, 1
psi (bar)
2'ic, (8.2) 155 68 135 57
175 (12) 100 38
Max.
Flow Pressure
Sprinkler Spacing
gpm (Lpm) 1 psi (bar)
(ft m)
12x 12 (3,6 x 3 6) 8 (30 3) 7 0 (0A8)
R3511
14x 14 (43 x 4 3) 11 (41 6) 13 4 (0 92)
Sprinkler Identification
Number
(SIN)
Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent/FP
Nominal
Thread Orifice
Size Inch
(mm)
5" N PT ,,
, 0,
(Rm (11)
CCP
Sprinkler Assembly
Temp.
Temp.
Rating
Rating
°F °C °F °C
155
Max.
Sprinkler Spacing
ft (m)
12 x 12 (3,6 x 3,6)
14 x 14 (4,3 x 4,3)
16 x 16 (4,9 x 4,9)
18 x 18 (5,5 x 5,5)
20 x 20 (6,1 x 6.1)
Max. Sprinkler
Max.
Ambient K Length
Pressure Temp. Factor Inch
psi (bar) (mm)
°F °C
K
Factor
CCP Options Data:
Cover Adjustment
Inch (mm)
Sprinkler
Length
Inch (mm)
3.0 2.25 (57)
/ (12.7)
68 135 57 175)12) 100 38 4.9 2.25 (57) !I
7.6(7 9)
FP Data "A":
Sprinkler
Flow Pressure
Identification
gpm (Lpm) psi (bar) FP Position
Number (SIN)
13 (49) 7,0(0,48)
13 (49) 7.0(0,48) 1:
14(53) 8.2 (0,56)
18 (68.1) 13.5 (0.93)
20 (75.7) 16.7 (1,14) 1
83516
Technical Data: Pi Res 58 CCP Pendent and Recessed Pendent/FP
CCP Height
Inch (mm)
17., (24)
(19)
Inch (mm)
Max. Recessed "lib (11)
Min. Recessed 111,/,E, (24) _ _
Note: Sprinklers shown in Fig, 3 and Fig. 4
are not suitable for installation in ceil-
ings which have positive pressure in
the space above,
,
Thread
Size
V,' NPI .
(AY?)
Nominal
Orifice
Inch (mm)
1/" (13)
Sprinkler
' Temp. Rating
°F °C
155 68
CCP Assembly
Temp. Rating
°F °C
135 57
Max.
Pressure
psi (bar)
Max.
Ambient
°F
100
Temp.
°C
38
K
F actor
Sprinkler
Length
Inch (mm)
(m
175 (12)
5.8
2.25 (57)
Max.
Sprinkler Spacing
ft (m)
12 x 12 (3:6 x 3,6)
14 x 14 (4,3 x 4,3)
x 16 (4,9 x 4,9)
18 x 18 (5,5 x 5,5)
20 x 20 (6,1 x6,1)
Flow
gpm (Lpm)
16 (61) 11
16(61)
16(61)
19 (72) 1
22(833)
Pressure
psi (bar)
Sprinkler Identification
Number
(SIN)
7.6 (0,53)
7.6 (0,53)
7.6 (0,53)
10.8 (0.75)
14.4 (1,0)
83513
Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP
Thread
Size
N1PI
(831.4)
Nominal Sprinkler ! CCP Assembly Max. Max.
Orifice Temp. Rating ! 1 Temp. Rating Pressure Ambient Tem Factor p.
°F °C
Inch (mm) °F °F °C psi (bar)
155 68 100 38
(13 ;) 75 , 79 135 5/ 1/5 (12) 150 66
Max. Sprinkler Identification
Flow Pressure
Sprinkler Spacing
ft (m)
12 x 12 (3,6 x 3,6)
14 x 14 (4,3 x 4,3)
16 x 16 (4,9 x 4,9)
18x 18 (5,5 x 5,5)
20 x 20 (6,1 x61)
Number
gpm (Lpm) 1 psi (bar) !
(SIN)
21 (79.5) 7.6 (0,53)
21 (79.5) 1 7.6 (0.53)
21 (79 5) 7.6 (0.53) 87618
22 (83 3) 8.4 (0.58)
25 (94.6) 1 10.8 (0,74)
5.
Sprinkler 1
Length
Inch (mm)
2.25 (57)
•
FACE OF FITTING TO
WALL DIMENSION
2 1/4" HOLE 01,4.
[57.2mm]
[3.2mm]
1" X 1/2" REDUCER
/ •••'' ,..............
7 75/76" DIA.12111i
[43.2mm] r " ' 1 ■=---.==7...;',,51,
, A
TURN COLLAR UNTIL
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
1351-G06-D
7 1/4" MIN.
[37.8mm]
CEILING TO
DEFLECTOR
DIMENSION
2 27/32" DIA.
[72.2mm]
r•••— 7/2" [13mm]
ADJUSTMENT
Fl RES 58 & 44 HSW/F2
Hg. 5
Technical Data: Fi Res 44 HSW & HSW/F2
Thread
Size
Nominal
Orifice
Inch (mm)
NOT
•19" (10)
(Rib)
Max.
• Model Fi Res 44 & 58 HSW
• Model Fi Res 44 & 58 Recessed HSW/F2
Sprinkler Max.
Ambient Sprinkler
Temp. Rating Pressure K
,,,,,,, Length (mm)
psi (bar) Temp. Factor
11 IL.11
°F °C °F °C
100 . 38
1176`5' 6798 17.5 1
150 , 66 4 2 4.0 (62)
a • -
F2 escutcheon,
1/2" (13mm) adjustment
Escutcheon, F2, Data:
Type
Max. 1 Sprinkler Temp.
Flow
Ceiling to Pressure
Sprinkler Spacing Rating
Deflector gpm (Lpm) psi (bar)
ft (m) °F (°C)
Inch (mm) 1 •
F2
Adjustment
Inch (mm)
Face of Fitting
to wall
Inch (mm)
- 1716
(4.7 - 17.4)
Sprinkler
Identification
Number (SIN)
12 x 12 (3,6 x 3,6) •
14 x14 (4,3 x 4,3)
16 x16 (4,9 x 4,9)
16 x 18 (4,9 x 5,5)
18 x 18(5.5 x 5,5)
16X 20 (4,9 x6,1)
4 -6
(101 - 152)
155 (68) 1 175 (79) 1 12 (45,4) 1 7.5 (0,52)
155 (68) 175 (79) 1 14 (53,0) 1 10,2 (0,71)
155 (68) 175 ((9) 16 (60,6) 13.3 (0,92)
155(68) 175 (79) L 18 (68,1) 16,8 (1,16)
155 (68) 175 (79) 19(720) 18.7 (1,29)
155 (68) 175 (79) 23 (87,1) 27.4 (1,89) 83531
12 x 12 (3,6 x 3,6) „ I 155 (68) 1 175 (79) 1 14 (53,0) 1 10.2 (0,71)
14x 14 (4,3 x 4,3)
„
•
. , I 1 '
6 - 12 155(68) 175 (79) 1 16 (60,6) t 13.3 (0,92) i
16 x 16 (4,9 x 4,9) .
)
• 155 (68) I 175 (79) 1 17 (64,4) 1 15.0 (1,04)
i (152 - 305
16 x 1854 x 5,5) 155 (68) 175 (79) 1 20 (75,7) 1 20.7 (1,43)
16 x 20 (4,9 x (3,1) ,"'
. 1 155 (68) 1 175(79) 1 23 (87,1) 27.4 (1,89)
6.
•
•
Technical Data: Fl Res 58 HSW & HSW/F2
Thread
Size
NPT
(R11/)
Nominal , Sprinkler 1 Max.
Orifice 1 Temp. Rating Pressure
nch (mm) L''''''••••••••••••••-•---------------H psi (bar)
°F °C
155 1 68 1
72" _ ! 17512
175 1 /9
Max.
Ambient
°F °C
100 38
150 66 5.8 1 2.45 (62)
K Sprinkler
Factor 1 Length
- Inch (mm)
Escutcheon, F2, Data:
Adjustment
Type I Inch (mm)
62 I/2(13)
Face of Fitting
to wall
.Inch (mm)
O/C_ 17,6
(4.7 - 17.4)
Max.
Sprinkler Spacing
ft (m)
12 x 12 (36 x 3,6)
Ceiling to Deflector
Inch (mm)
14 x 14 (4,3 4,3)
• 4 - 6
16 x 16 (4,9 x 4,9)
(101 - 152)
16 x18 (4,9 x 5,5)
16x20(4.9x6,1)
12 x 12 (3,6 x 3,6)
14 x 14 (4,3 x 4,3)
16x 16 (4,9 x 4,9) •
16 x 18 (4,9 x 5,5)
6-12
(152 - 305)
• Model Fl Res 44 SWC
Sprinkler Temp. Row
Rating
gpm (Lpm)
°F CC)
155 (68) 1 175 (79) 1 16 (60,6)
155 (68) 1 175 (79) 18 (68,2)
155 (68) 1 175 (79) 1 21 (79,5)
155 (68) 175(79) 25 (94,7)
155 (68) 1 175 (79) 29 (109,8)
155 (68) 1 175 (79) 22 (83,3)
155 (68) 175(79) 1 22 (83,3)
155 (68) 175 (79) 26 (98,4)
155 (68) 175(79) 31 (117,4)
Technical Data: Fl Res 44 SWC
. .. .
Cover
i ,
Nominal 1 Sprinkler
Thread I Temp.
Orifice , Temp. Rating 1
Size 1 Rating
Inch (mm) I ;
F
R1NPT (10) 1 155 1 68 135 57
(4.r)
Max.
Sprinkler Spacing
ft (m)
12 x 12 (3.6 x 3,6)
14 x 14 (4,3 x 4,3)
16 x 16 (4,9 x 4,9)
16 x 18 (4.9 x 5,5)
16 x 20 (4,9 x 6,1)
Ceiling to
Deflector
Inch (mm)
4 - 6
(101 152)
12 x 12 (3,6 x 3,6)
•
14 x 14 (4,3 x 4,3)
16 x 16 (4,9 x 4,9)
16 x 18(4,9 x 5,5)
6-12
(152 - 305)
Sprinkler
Pressure
psi (bar) Identification
Number (SIN)
7 6 (0.53)
9.7 (0,67)
13 2 (0,91)
18 6 (1,28)
25 (1,73) 83533
14.4 (1,0)
14,4 (1.0)
20.1 (1,39)
28 6 (1 97)
1 7/4" [31.75mm] Maximum
;ace Of fitting
To Wall Dimension
1" X 1/2° Reducer
Recommended ,7,511
Wolf Hole 2 5/16" 11111
2 5/8" [58.74mr77]*4 -p---
[66.68mrn] Dia.
.41
4" to 72"
[101.60mm To
304.8011]
PUSH ON COVER, THEN
TURN TO ADJUST UNTIL
TIGHT AGAINST WALL.
TURN COLLAR UNTIL
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
1J5FG07
Max.
Max. 1 Ambient
Pressure '
Temp.
psi (bar) .F oc
175 (12) 1 100 1 38
K
Facto
4-4
Sprinkler
Flow 1 Pressure
Identification
gpm (Lpm) psi (bar)
Number (SIN)
13 (49,2) 8.7 (0,60)
14 (53,0) 10.2 (0,71)
17 (64,3) ; 15 0 (1,1) •
19 (71,8) 1 18 7 (1,13)
23 (87,1) 27 4 (1.89) 83531
14 (52,9) 10.2 (0,71)
15 (56,7) 11 7 (0,81)
18 (68,1) 16 8 (1,16)
20 (75.6) 1 20 7 (1,43)
3 5/16"
[84.14mm]
7 21/32°
[42.07mm]
1/2" [12.70mm]
Adjustment
F1 RES 44 SWC
Fig. 6
7,
Sprinkler
Length
Inch (mm)
2,45 (62)
•
•
Maintenance
Model F1 Res 30, 49, F1 Res 58, F1 Res 76 and F1 Res 44
Sprinklers should be inspected quarterly. and the sprnkIer sys-
tem tem maintained in accordance with NIFRA25.13.13D. and 13R.
Do not dean sphnker with soap and wator, Ammonia or any oth-
er o|eooingf|uids. Remove dust by using a soft brush or gentle
vacuuming, Remove any sprnkIer which has been panted (oth-
er 1hanfac\oryapp|ied)ordamagedinanywayA«Wckofupona
sprinklers shoud be mantained to afow quick repbcement of
damaged or operated sprnkIers. Prior to instaUstion, sprinklers
should remain in the original cartons and packaging until used,
This will minimize the potential for damage to sprinklers that could
cause improper operation or non-operafion.
Model F1 Res 30, 49 & 58 Pendent
Sprinkler Specifications
Sprinklers shall be [cULus Listed] [New York City MEA Ap-
pnz/ed (2584]3E)] low flow residential pendent sprinklers en-
gineered to provide a minimum design density ofO.05 gpm/ft2
over the Iisted coverage area. Listed flows as specified hy the
manufacturer's technical data sheets are to be used. Residential
sprinklers shall be installed in conformance with the manufac-
turers inaka||ation guidelines and the applicable installation stan-
dard. Where pendent residential sprinklers are nstafed under
sloped ceilings having u pitch from [4/12]to[8/12]. the sprinklers
shat be Usted for such usa Deflector-to-ceiling distance listing
shall be 1" to 8" maximum. Sprinkler frame and deflector shall
be of bronze frame construction having a Y2" NPT thread, Water
seal assembly shall consist of a Teflon-coated Belleville spring
washer with top-Ioaded extruded or cold head cup with 3 mm
glass bulh containing no plastic parts, and having a temperature
rating of[155"F(GO"C)][175°F(7A,C)]. Sprinklers shall have a
nominal K-factor of 3,0, 4.9 and 5.8. Standard finish: [Bronze]
[Ch/ome'p|u$sd] [White Polyester] [Special finish-speoify]. Resi-
dential penderAsprink|enachaUbeRa|ieb|eModa|F1Rea3O.4Q
&58. SIN R3511.R351G&R3513 (Bulletin 135).
Model F1 Res 49 & 58 Recessed Pendent/F1,
Model F1 Res 30,49& 58 Recessed Pendent/F2,
Model Fi Res 30°49& 58 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] [New York City MEA Ap-
pmvad (258'93-E)] low flow residential recessed pendent
sprinklers engineered to provide a minimum design density
of 0.05 gpm/ft2 over the Iisted coverage area. Listed fiows as
specitied by the manufacturers technical data sheets are to be
used. Residential sprinklers shall be installed in conformance
with the manufactures installation guidelines and the applica-
ble installation standard, Where pendent residentia sprinklers
am*inota||edunderu|opedcei|ingohavingapi1ohhom[4/12]
to [8/12], the sprinklers shaf be Iisted tor such use. Deflector-
to-ceiling distance listing shall be 1^tm8^ maximum, Sprinkler
frame and deflector shall be of hronze frame construction hav-
ing a 1/2^ NPT thread. Water seal assembly shall consist of a
Teflon-coated Believille spring washer with top-Ioaded extnded
or cold head cup with 3 mrn glass bulb containing no plastic
parts, and having a temperature rating of[155"F(G8°C)][175°F
(79"C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.Q&
5,8, Standard finish: [Bronze] [Chrome-plated] White Polyester]
[Special finish- specify]. Recessed escutcheon assembly shat
8�
beu steel, two-piece escutcheon [with adjustment (Model
F2)] [with adjustment (Model Fi)] [of push-on and thread off
desigri with ½" adjustrnent (Model FP)]. Standard finish shaf be
[braoa][brightchmmo] [white painted]. Residential recessed
pendent sprinklers shall be Reliable [Model F1 Res 3O.4y&58
Recessed Pendent/F1] [Model F1 Res 30, 49 & 58 Recessed
Penden0F2] [Model F1 Res 3O.40&58 Recessed PendenVFP]
SIN R3511, R3516 & R3513 (Bulletin 135),
Model F1 - 30, 49 & 58 CCP Pen. - t ed)
Sprinklers shaf he [cULus Listed] [New York City MEA Ap-
proved (258'93'E)]|mmUmmmoidenUalconoeaodoprinNenaen-
gineered to provide a minimum design density of 0.05 gpm/ft2
over the Iisted coverage area. Listed fiows as specified by the
manufacturer's technical data sheets are to be used. Residential
sprinklers shall be installed in conforrnance with the manufac-
buaarsinutaUa1ionguido|inexandtheupp|icab/ainata/bhunotan'
dard. Where pendent residential sprinklers are instafled under
sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers
shall be listed for such use. Sprinkler frame and deflector shall
be of bronze frame construction having a ½" NPT thread. Water
seal assembly shall consist of a Teflon-coated Belleville spring
washer with top-Ioaded extruded or cold head cup with 3 mm
glass bulb contairiing no plastic parts, and having a ternperature
rating of155°F(68,C). Cover plate assembly shali consist of a
brass cover plate and copper alloy retainer flange. Method of
attaching tho cover plate to the sprinkler cup shall be a push-
en and thread-off design atowing a ½" cover plate adjustrnent.
Covarp|ate0emperatunaratingohaUba13S"F(57^C). A plastic
protective cap shall be provided and factory installed inside the
sprinkler cup to protect the sprinkler from damage, which could
occur during construction before the cover plate is installed.
Standard cover plate finish: [White] [Custom Color- specify]. ].
Concealed pendent sprinklers shall be Reliable Model F1 Res
3O.48&58CCP, SIN R3511.R351G&R3513 (Bulletin 135).
Model Fl Res 44 Horizontal Sidewall
Residential Sprinkler Specifications
Sprinklers shall be [cULus Listed] [New York City MEA Ap-
pmved(258-98-E)]|mwf|mwxasidentia|ho[izonta|uidewe||sprin-
klers engineered to provide ominimum design density of0.O5
gpm/ft2 over the Iisted coverage area. Listed flows uu speci-
fied bythamanufa«Ner'sV*ohnioa|datouhoetseno1obeuued.
Residential sprinklers shall be nstalled in conformance with the
manufacturer's installation guidelines and the applicable instal-
lation standard. Where horizontal sidewall residential sprinklers
are instated under sloped ceilings having a pitch from [4/12] to
[8/12], the sprinkiers shall he Iisted for such use. Sprinkler frame
anddef|aotoruhal|beotbmnzehumeoonakuotionhavingai2'
NPT thread. Water seal assembly shal! consist of a Teflon-coat-
ed Belleville spring washer with top'|cmdedextmded or cold
head cup with 3 mm glass hulb containing no plastic parIs, and
having a temperature rating of[155"F(88=C)] [1751/2 (7Q"C)].
Sprinklers shall have e nominal K-faotorof4.4(U28). Standard
finish: [Bronze] [Chrome-plated] hite Polyester] [Special fin-
ish- ish- specify]. Residential horizontal sidewall sprinklers shall be
Reliable Model F1 Res 44, SIN R3531 (Bulletin 135).
Model F1 Res 44 Recessed
Horizontal Sidewall Sprinkler
• description for the Model F1 Res 44 horizontal side -
wall sprinkler with the following modifications: Replace
"horizontal sidewall sprinkler" with "recessed horizontal
sprinkler." Add: Recessed escutcheon assembly shall be
a steel, two -piece escutcheon with adjustment (Model
F2), Standard finish shall be [brass][bright chrome] [white
painted] [Special finish- specify]. Residential recessed
horizontal sidewall sprinklers shall be Reliable Model F1
Res 44/F2, SIN R3531 (Bulletin 135).
Model F1 Res 76 Pendent
Sprinklers shall be [cULus Listed] low flow residential
pendent sprinklers engineered to provide a minimum de-
sign density of 0.05 gpm, /ft2 over the listed coverage area.
Listed flows as specified by the manufacturer's technical
data sheets are to be used. Residential sprinklers shall
be installed in conformance with the manufacturer's in-
stallation guidelines and the applicable installation stan-
dard. Sprinkler frame and deflector shall be of bronze
frame construction having a `!!" NPT thread. Water seal
assembly shall consist of a Teflon- coated Belleville spring
washer with machined or cold head cup with 3 mm glass
bulb containing no plastic parts, and having a tempera-
ture rating of [155 °F (68 °C)] [175`F (79 °C)]. Sprinklers
shall have a nominal K- factor of 7.6, Standard finish:
[ Bronze] [ Chrome - plated] [White Polyester] [Special fin-
ish-- specify]. Residential pendent sprinklers shall be Reli-
• able Model F1 Res 76, SIN R7618 (Bulletin 135).
Model F1 Res 76 Recessed Pendent/F1,
Model F1 Res 76 Recessed Pendent/F2,
Model F1 Res 76 Recessed Pendent/FP
Sprinklers shall be [cULus Listed] low flow residential
recessed pendent sprinklers engineered to provide a
minimum design density of 0,05 gpm /ft2 over the listed
coverage area, Listed flows as specified by the manu-
facturer's technical data sheets are to be used. Residen-
tial sprinklers shall be installed in conformance with the
manufacturer's installation guidelines and the applicable
installation standard, Sprinkler frame and deflector shall
be of bronze frame construction having a .3/1" NPT thread.
Water seal assembly shall consist of a Teflon- coated Bel-
leville spring washer with machined or cold head cup with
3 mm glass bulb containing no plastic parts, and hav-
ing a temperature rating of [155 °F (68 "C)] [175 °F (79 °C)].
Sprinklers shall have a nominal K- factor of 7.6. Standard
finish: [Bronze] [Chrome - plated] [White Polyester] [Spe-
cial finish - specify]. Recessed escutcheon assembly
shall be a steel, two -piece escutcheon [with 1" adjust-
ment (Model F2)] [with 3/4" adjustment (Model F1)] [of
push -on and thread off design with 1/2" adjustment (Mod-
el FP)]. Standard finish shall be [brass][bright chrome]
[white painted]. Residential recessed pendent sprinklers
shall be Reliable [Model F1 Res 76 Recessed Pendent/
F1] [Model F1 Res 76 Recessed Pendent /F2] [Model E1
Res 76 Recessed Pendent /FP] SIN R7618 (Bulletin 135).
9,
Model F1 Res 76 CCP Pendent (Concealed)
Sprinklers shall be [cUl....us Listed] low flow residential
concealed sprinklers engineered to provide a minimum
design density of 0.05 gpm /ft2 over the listed coverage
area. Listed flows as specified by the manufacturer's
technical data sheets are to be used, Residential sprin-
klers shall be installed in conformance with the manufac-
turer's installation guidelines and the applicable instal-
lation standard, Sprinkler frame and deflector shall be
of bronze frame construction having a %I" NPT thread.
Water seal assembly shall consist of a Teflon- coated Bel-
leville spring washer with machined or cold head cup with
3 mm glass bulb containing no plastic parts, and having
a temperature rating of 155 °F (68' °C), Cover plate assem-
bly shall consist of a brass cover plate and copper alloy
retainer flange. Method of attaching the cover plate to the
sprinkler cup shall be a push -on and thread -off design
allowing a lie° cover plate adjustment. Cover plate tern -
perature rating shall be 135 °F (57 °C). A plastic protec-
tive cap shall be provided and factory installed inside the
sprinkler cup to protect the sprinkler from damage, which
could occur during construction before the cover plate
is installed. Standard cover plate finish: [White] [Custom
Color- specify]. ], Concealed pendent sprinklers shall be
Reliable Model F1 Res 76 CCP, SIN R7618 (Bulletin 135).
Finishes (1)
Standard Finishes
Sprinkler
Bronze
Chrome Plaited
White and Black Polyester'
Coated
F1, F2, FP
Escutcheons
Brass
Bright Chrome Plated
White Painted
Cover Plates
White Painted
Chrome
Special Application Finishes
F1, F2,
Escutcheons
Bright Brass
;Back Plated
Black Paint
Oft While
Satin Chrome
Sprinkler
Bright Brass
Black Plated
Black Paint
Off white
Satin Chrome
Cover Plates
Bright Brass
Black Plated
Black Paint
Ott White
Satin Chrome
Other finishes and colors are available on special order.
Consult factory for details.
Note: Paint or any other coating applied over the factory finish will
ail approvals and warranties.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3. Temperature Rating
4. Sprinkler Finish
5. Escutcheon Finish
6. Cover Plate Finish
oid
ReliableFor Complete ProtectiOn
•
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
• Automatic sprinklers
• Flush automatic sorinklers
• Recessed automatic sprinklers
• Concealed automatic sprinklers
• Adjustable automatic sprinklers
• Dry automatic sprinklers
• Intermediate level sprinklers
• Open sprinKlers
• Spray nozzles
• Alarm valves
• Retarcing chambers
• Dry pipe valves
• Accelerators for dry pipe valves
• Mechanical sprinkler alarms
• Electrical sprinkler alarm switches
• Water flow detectors
• Deluge valves
• Detector cleck valves
• Chec
< valves
• Electrical system
• Sprinkler emergency cabinets
• Sprinkler wrenches
• Sprinkler escutcheons and guarcs
• Inspectors test connections
• Sight drains
• Ball drips and drum drips
• Control valve seals
• Air maintenance devices
9 Air compressors
• Pressure gaugesldentification signs
• Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Multial Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable.
Productsmanufactured and distributed by Reliable have been protecting life and property for over 90 years, and are installed and serviced by the most highly
qualified and repittable sprinkler contractors boated throughout the United States: Canada and foreign countries.
Manufactured by
Reliable
The Reliable Automatic Sprinkler Co,, Inc.
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax
(914) 829-2042 Corporate Offices
www.reliablesprinklercom Internet Address
Recycled
Paper
Revision lines indicate updated or new data.
Ea Printed in U S.A 09/10
P/N 9999970235
Bulietin 014 Rev. F
co
Model 0�l0������� Series ��
iauiIiia � - --- -- - - - - - . Quick Response
Standard ����
�� �� ������
����� �� 0�� �� "°=
"� ~� Spray
Model P1 FR56 Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Vertical 3idowa||
Horizontal Sidewall
N4odeUF1FR56 Recessed Sprinkler Types
Standard Pandent/F1/F2/ P
Horizontal Sidewall
Mode|F1FR56 Concealed Sprinkler Types
Standard Pendent
Listing & Approvals
1. Underwriters Laboratories Inc. and Certified for
Canada (cULus).
2. Factory Mutual Approvals (FM)
3, LoeaPnavenhonCnunoi|(LPCB.UK)
4. Vd8SohadenverhU1ungGmbH
UL Listing Category
• Sprinklers, Automatic & Open (VN|V)
Quick Response Sprinkler
Product Description
Reliable Models F1FR5G Series Sprinklers are quick re-
sponse sprinklers which combine the durability of a stan-
dardnprink|arvxi1b1heattroohve|ovvprofi|eofadeoomtive
sprinkler.
The Models F1FR56 Series Recessed automatic sprin-
klers utilize a 3.0 mm frangible glass bulb. These sprin-
klers have demonstrated response times in laboratory tests
which are five to ten tirnes faster than standard response
sprinkJors. This quick response enabies the Model F1FR56
Series sprinklers 10 apply water 10 a tire rnuch laster than
standard sprinkIers of the same ternperature rating.
The glass bulb consists of an accurately controfled amount
of special fluid hermetically sealed inside a precisely manu-
factured glass capsule. This glass bulb is specially con-
structed to provide fast thermal response.
At normal Vamporaturea, the glass bulb contains the fluid
in both the iquid and vapor phases. The vapor phase can
be seen as a small bubble. As heat is applied, the liquid
expands, forcing the hubble srnaller and smafler as the iq-
uid pnaoaueinoeaaoe,Cnnhnuadhaatingfomeuthe|iquid
10 push out against the bu|b, causing the glass to shatter,
opening the waterway and aliowing the detiector to distrib-
ute ute the discharging water.
Upright
Vertical Sidewall
Horizontal Sidewall
Recessed
Horizontal Sidewall
Pendent
Conventional
Recessed
Recessed
Pendent/FP
Application
Quick response sprinklers are used in fixed 1 ire protec-
tion systems: Wet, Dry, Deluge or Preaction, Care must be
exercised that the orifice aize, temperature rgking, deflec-
tor style and sprinkler type are in accordance with the lat-
est published standards of the National Fire Protection As-
sociation or the approving Authority Having Jurisdiction.
Quick response sprinklers are intended for installation as
specified in NFPA 13. Quick response sprinklers and stan-
dard response sprinklers should not be intermixed.
The Reliable Automatic Sprinkler Co',Unc.,103 Fairview Park Drive, Elmsford, New York 10523
•
Model Fl FR56 Quick Response Upright, Pendent & Conventional Sprinklers
Installation Wrench: Model D Sprinkler Wrench
Installation Data:
Sprinkler Identification Number
Nominal Thread Nominal K Factor Sprinkler Approval (SIN)
Orifice Size Height Organization
US Metric Upright j Pendent L
Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position
1/2' (15mm) 1/2' NPT(R1/2) 5.6 80 2.25' (57mm) ' 1, 2, 3, 4 RA14251'' RA1414
Conventional-Instali in Upright or Pendent Position
' ' 1
15mrn'u I 1/2" NPT(R1/2) 5.6 80 •
.
.
• 57mm i 3,4
(1) cUl_us listed corrosion resistant (Polyester coated) sprinkler.
(") Polyester coated FM approved sprinkler.
Upright
Pendent
.........._.
RA1475
Conventional
Model Fl FR56 Quick Response Recessed Pendent Sprinkler
Installation Wrench: Model GFR2 Sprinkler Wrench
Installation Data:
Nominal Thread
Orifice Size
US
K Factor
Metric
Sprinkler
Height
1/2" (15mm) 1/2" NPT(R1/2) 5.6 80 I 2.25" (57mm)
(1) Refer to escutcheon data table for approvals and dimensions,
TURN COLLAR
UNTIL TIGHT
AGAINST SPRINKLER
WRENCH BOSS —\\
ADJUSTMENT(')
2 1/4" HOLE DIA.
[572mm j
7 15/76° 014
(49.2177671]
r
1° X 1/2" REDUCER
FACE OF FITTING TO(')
lief/LING DIMENSION
1.3.2rnm)
2 27/32 014.
[72.26676]
0147001
(1) REFER TO 71 & 72 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS.
Model F1FR56/F1 or F2
2.
Sprinkler Identification Number
(SIN)
RA1414
CEILING
2 5/6" DIA. 166.7mrq
HOLE IN CEILING
••••• 2 5/16" DIA. 158.7rnm:,1 -.4
CUP
_
I 1,..r.'"" 1" 1/2" REDUCER
• ---
• I
•
. •
T
FACE OF FITTING
TO .FACE OF CEILING
DIMENSION 0,
1
(0
ADJUSTMENT —
(7) REFER TO FP ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS.
0447002
Model F1FR56/FP
Model Fl FR56 Quick Response Vertical Sidewall Sprinkler
Installation Wrench: Model D Sprinkler Wrench
Installation Position: Upright or Pendent
Approval Type: Light Hazard Occupancy
Installation Data:
Nominal K Factor
Nominal Sprinkler
•
Thread Size
•
Orifice US Metric Height
•
•
M (15mm) 16" NPT (R1/2) 5.6 I 8.0 2.25" (57mm)
15mm /" NPT (R1/2) 5.6 I 8.0 2.25" (57mm)
PC Approval is for pendent position only.
Vertical Sidewall
..•• Sprinkler
.
.
Approval Identification
Organizations 1
Numbers (SIN)
1,2,3,4
•
.4(1)
RA1485
Sprinkler Type
Upright
Pendent
Deflector to Ceiling Distance
(Min. - Max.)
4" (102mm) - 12" (305mm)
4" (102mm) - 12" (305mm)
Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler
Deflector: HSW
Installation Wrench: Model D Sprinkler Wrench
Installation Data: Horizontal Sidewall
Nominal Orifice Thread Size
(15mm) 1/2" NPT (R1/2)
Nominal K Factor
Sprinkler Approval Organizations
Height and Type of Approval
US
5.6
Horizontal Sidewall
Metric
80 2.63" (67mm)
Ordinary
Light Hazard
Hazard
1.2
Sprinkler
Identification
Numbers (SIN)
1
RA1435
FACE OF 1717ING
TO FACE OF CEILING
DIMENSION
2 1/4" HOLE DIA.
[57.2rnmj
1 X 1/2" REDUCER
ri •
4
1/4" MIN.
[31 .8mmj
PO 1 .6mm-304.8rnmj
CEILING TO
DEFLECTOR
TURN COLLAR UNTIL --
TIGHT AGAINST SPRINKLER
WRENCH BOSS.
0 7..3FGOJA
(1) REFER TO ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS.
(2) FM APPROVED FOR 4" - 5" (7 01.6MM - 152.4MMJ CEILING TO DEFLECTOR.
2 27/32" DIA.
[72.2mm]
(1)
ADJUSTMENT
Note: For Recessed HSW Sprinklers use installation wrench GFR2.
3.
•
Model Fl FR56 Quick Response Concealed Pendent Sprinklers
Installation Wrench: Model RC1 Sprinkler Wrench
Technical Data:
Nominal "K" Factor | �� Thread 1
Orifice VS | Metric Size
Temp. Rating
1 Model |
1 | Sprinkler | Cover
,., 1/2" REDUCING
TEE OR ELBOW
2 5/16" DIA
CUP
CEILING
1/2" MAX.
COVER ADJUSTMENT
COVER PLATE
ASSEMBLY
�
2 5/8" DIA.
HOLE IN CEILING
SPRINKLER
/
3 5/16" DIA.
1 /2" ADJUSTMENT
Fioure1
m2- MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMENSION
15/16"
installation Aid
A protective cap s nctuded for use during instaHation.
Important: The F1 FR56 Sprinkler with Model CCP cover
plate is not an FM Approved combination
Installation
Quick response sprinkters are intended for installation
as specified in NFPA 13. Quick response sprinklers and
standard response sprinklers should not be ntermixed.
The Model F1FR56 Recessed Quick Response Sprin-
NerearetobeinetaUedaoshmmn.TheK4oda|F1orF2Ea'
outoheonoiUuotna1edeetheon|yneceaaedoacu\oheona
to be used with the Model F1FR56 Sprinklers. The use
of any other recessed escutcheon will void aM approvals
and negate alt warranties.
When installing Model F1 FR56 Spr!nk!ers, use the Mod-
e! D Sprinkler Wrench, Use the Model GFR2 Wrench for
installing F1FR56 Recessed Pendent Sprinklers, Any
other type of wrench may damage these sprinklers.
NOTE: A leak tight 1/2^ NPT (81/2) sprinkler joint can
be obtained with u torque of8'18ft-|bn(1O.8 24,4 N-m).
Do not tighten sprinklers over maximum recommended
torque. !t may cause leakage or irnpairment of the spriri-
kiers,
The Model F1 FR56/ CCP Concealed Sprinkler uses the
1/2^ orifice, 1/2^ NPT (R1/2), 135°F (57'C), 155°F (68"C),
175°F (79°C) or 200°F (93°C) Model F1FR56 Pendent
*DuPont Registered Trade Mark
4�
Max. Bulb �
Ambient Bulb Color Approvals
Temp
T
100°F/38'C 1 Orange 1 .2
1" x
TEE OR ELBOW
| CEILING
� T-
�maAX.�
COVER ADJUSTMENT
( COmERpmTE
-
-
CUP
2 5/8" um
Sprinkler
Identification
Number(SIN)
RA1414
RA1414
HOLE IN CEILING
SPRINKLER
3 5/16" DIA.
/
5n6" ADJUSTMENT
Figure
1 1/2" MAX.
FACE OF FITTING
TO FACE OF CEILING
DIMISION
3/4"
Sprink!er with a threaded Mode! CCP cup which is fac-
tory attached to the sprinkler, The assembly is complet-
ed by the installation of the attractive, low profile, 135°F
(57°C) or 165°F (74°C) rated Model CCP push on cover
plate assembly. The cover plate and sprinkler cup as-
semblies are joined using a cover plate skirt with flexible
tabs for threaded engagement, A choice of two cover
plate assemblies provide either ½" (13mm) or 5/1e" (8mm)
of cover adjustment.
Do not install these sprinklers in ceiling which have
positive pressure in the space above.
After a 25/8^ (67mm) diameter hole is cut in the ceil-
ing, the sprinkler is easily installed with the Model RC1
Wrench, A Teflon' based thread sealant should be
applied to the sprinkler threads only. The Model RC1
Wrench is then used to engage the sprinkler wrenching
surfaces and to nstal( the sprinkler in the fitting. When
inserting or removing the wrench from the sprinkler/cup
assembly, care should he taken to prevent darnage to
the sprinkler. DO NOT WRENCH ON ANY OTHER FART
OF THE SPRINKLER. The cover plate is then pushed
onto the cup, Final adjustment is made by hand turning
the cover plate until the skirt flange makes full contact
with the ceiling. Cover plate removal requires turning in
the counter clockwise direction.
•
After installation, inspect all sprinklers to ensure that
there is a gap between the cover plate and ceiling and
that the four cup slots are open and free from any air flow
impediment to the space above,
Concealed cover plate /cup assemblies are listed only
for use with specific sprinklers. The use of any other con-
cealed cover plate /cup assembly with the Model F1FR56
Pendent Sprinkler or the use of the Model CCP Concealed
cover plate assembly on any sprinkler with which it is not
specifically listed my prevent good fire protection and will
void all guarantees, warranties, listings and approvals.
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.
Temperature Ratings
•
•
• Sprinkler Max. Ambien
Classification Tem•erature Temp.
°C °F
Ordinary 57 135 100 °F (38 °C)
Ordinary 68 155 1 100 °F (38'C)
Intermediate 79 175 1 150 °F (66 °C)
Intermediate 93 200 ! 150 °F (66 °C)
High" 141 286 1 225'F (107'C)
0) Not available for recessed sprinklers,
Escutcheon Data (1)
_
Escutcheon
Approvals
Bulb Color
Orange
Red
Yellow
Green
Blue
Face of Fitting to
Adjustment Dimension or Wall •
• Dimension
Fl 1,3,4 Max Recess 112" (381mm) 1 3iiE' -2,11E
Mb Recess '<<" (19.1 mm) ; (5mm - 24mm)
1:::2 1,x.3.4 Max Recess 11/2'(8.lrnm) f,E "_"hE."
Mr Recess 1" (2 xnrn). ,5mrn -1 17 mm) i '
FP Pustkon, Max Recessed 'he." (1 `mm) l 1'12" (38.1m m) ;
Thread i,......_ 1 4 Min Recessed ?r ( ?'1mm } - 1 1" (25 tmm)
,> SIN: RA1435 - cULus and FM permits use with 21 or ;22 escutcheons tor light
hazard only
Maintenance
The Models F1FR56 and F1FR56 Recessed Sprinklers
should be inspected quarterly and the sprinkler system
maintained in accordance with NFPA 25. 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 which has
been painted (other than factory applied) or damaged
in any way. A stock of spare sprinklers should be main-
tained to allow quick replacement of damaged or oper-
ated sprinklers. Prior to installation, sprinklers should he
maintained in the original cartons and packaging to mini-
mize the potential for damage to sprinklers that would
cause improper operation or non - operation.
5.
Sprinkler Types
Standard Upright
Standard Pendent
Conventional
Recessed Pendent
Vertical Sidewall
Horizontal Sidewall
Recessed Horizontal sidewall
Concealed pendent
Maximum Working Pressure
175 psi (12 bar)
100% Factory tested hydrostatically to 500 psi (34.5 bar)
Finishes (1)
Standard Finishes
Sprinkler Escutcheon 1 Cover late
P
Bronze Brass
Chrome Plated Chrome
White Polyester Plated
j Coated ; ^° White Painted
I Special Application Finishes
Sprinkler 1 Escutcheon Cover plate ,'
1 Bright Brass Bright Brass 1 Bright Brass
Black Plated 1 Black Plated 1 Satin
Black Paint Black Paint 1 Off White
Off White "? Off White 1 Black Paint
i Satin Chrome
Chrome
White
Satin Chrome Black Plated
Other finishes and colors are available on special order,
Consult the factory for details.
cULus Listed only.
s 200 °F (93 °C) maximum.
cULus listed "corrosion resistance" applies to SIN Numbers
RA1425 (Upright) arid RA1414 (Pendent) in standard black or wf ;ite.
FM A,pprcvalsfinish as `Polyester coated" applies to SIN Number
RA1414 (Pendent) in standard black or white.
Ordering Information
Specify:
1. Sprinkler Model
2. Sprinkler Type
3, Orifice Size
4. Deflector Type
5. Temperature Rating
6. Sprinkler Finish
7, Escutcheon Type
8. Escutcheon Finish (where applicable)
9. Cover plate Model
10. Cover plate Thread size
11. Cover plate Temperature
12. Cover plate Adjustment
13. Cover plate Finish
Note: When Model F1FR56 Recessed sprinklers are ordered, the sprin-
klers and escutcheons are packaged separately.
Reliable...For Complete ProtectiOn
•
Reliable offers a wide selection of sprinkler components. Following are some of the many
precision-made Reliable products that guard life and property from fire around the clock.
• Automatic sprinklers
• Flush automatic sprinklers
• Recessed automatic sprinklers
• Concealed automatic sprinKlers
• Adjustable automatic sprinklers
• Dry automatic sprinklers
• Intermediate level sprinKlers
• Open sorinKlers
• Spray nozzles
• Alarm valves
• • Retarding chambers
• Dry pipe valves
• Accelerators for dry pipe valves
• Mecianical sprinkler alarms
• Electrical sprinkler alarm switches
• Water flow detectors
• Deluge valves
• Detector ciecK valves
• Cleck valves
• Electrical system
• Sprinkler emergency cabinets
• SprinKler wrenches
•
Sprinkler escutcheons and guards
• Inspectors test connections
• Sight drains
• Ball drips and drum drips
• Control valve seals
• Air maintenance devices
• Air compressors
• Pressure gaugesldentification signs
• Fire department connection
The equipment presented in this bulletin is to be installed in accordance with the latest published Standards of the National Fire Protection Association, Factory
Mutual Research Corporation, or other similar organizations and also with The provisions of governmental codes or ordinances whenever applicable,
Productsmanufactured and distributed by Reliable have been protecting Se and property for over 90 years, and are installed and serviced by the most highly
qualified and reptita.ble sprinMer contractors located throughout the United States, Canada and foreign countries.
Manufactured by
• Rehab Id
The Reliable Automatic Sprinkler Co., Inc.
(800) 431-1588 Sales Offices
(800) 848-6051 Sales Fax
(914) 829-2042 Corporate Offices
www.reliablesprinklercom Internet Address
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Revision lines indicate updated or new data.
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