HomeMy Public PortalAbout06-0376 INTERNATIONAL FIRE PROTECTIONAM
Inspection Report
City of Tybee island
403 Butler Avenge
R.O. Box 2749
Tybee Island, GA 31318
Phone- (912) 786-4513 extension 114
05 is 9 Ud
g: (912) � 786-9539
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Permit No. 5 r Date Requested 3_ -2_
Owner's Name Y\j Date Needed
Gen. Contractor
Contact Number —
Location A--2
L'Jate of Inspection
Type of Ins►fT-tlon
R-T-
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Rubcontractor
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Inspection Report
J
City of Tybee Island
403 Butler Avenue
P.O. Box 2749
Tybee Island, GA 31328
Phone: 786 -4573 extensions 104, 107, or 114
Fax: 786 -9539
Permit Me. /559 - /: -' 7",/
Owner's Name:
Gen. Contractor; « /z, . s %.
Contact Number:
Date Requested:
Date Needed:
Subcontractor: 7t0e,41 o„ /,4L
Location:
Date of Inspection: / Type of Inspection: - 5"4211L"eL r'2
Comments:
f J_]
Inspector:b �E T �✓ ��Time of Inspection: 0c.�
7'%
T�
NWit,c =>�lr
,
CITY OF TYBEE ISLAND
BUILDING PERMIT
DATE ISSUED: 07 -6 -2006
WORK DESCRIPTION: SPRINKLER
WORK LOCATION: 18 SILVER AVE 1 -12
OWNER NAME INTERNATIONAL FIRE PROTECTION
ADDRESS 5578 EXPORT BLVD
CITY, ST, ZIP GARDEN CITY GA 31408
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUAREFOOTAGE
OCCUPANCY TYPE
TOTAL FEE'S CHARGED
PROPERTY IDENTIFICATION it
PROJECT VALUATION
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BLVD
GARDEN CITY GA 31408
P
$ 58.25
$ 0.00
TOTAL BALANCE DUE:
PERMIT #: 060376
$ 58.25
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire,
soil and sedimentation, wetlands, marshlands protection and shore protection ordinances and codes whether local, state or federal, including
all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be
approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction
covered by this permit.
This permit must be posted in a conspicuous location in the front of building and protected from the weather. If this permit is not posted
work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided
unless work has begun within six months of the date of issuance.
Signature of BuBding Inspector or Authorized Agent:
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 7865737
www.cityoftybee.org
CITY OF TYBEE ISLAND
INSPECTIONS DEPARTMENT
P.O. BOX 2749
TYBEE ISLAND, GA. 31328
PLUMBING INSPECTIONS PERMIT
(D (o- 03"7
v(ONNTRACTOR' S ADDRESS 5;7 SI
or
06B ADDRESS 5,4-t4
WNER
WORK WILL BE READY FOR INS
33.25*
�ZS °�
6- 2S
BACK
OIL OR GREASE
WATER SERVICE
INTERCEPTORS
LINES —NEW
FLOW PREVENTOR
RESIDENCE
COMMERCIAL DISP.
PLUGGED OR
WATER SERVICE
FIX. OPENING
LINES
UP TP 1 1/2 HP
EACH
REPLACEMENTS
DRAIN ROOF OR
PLUMBING
WATER
FIXTURE
SOFTNERS
AREA
EACH
DRAINAGE OR VENT
REPAIRS /ALTER
OTHER
PIPING
REPLACE
FIXTURE
FIRE PROTECTION
RESIDENTIAL
SPRINKLER SYS.
DISPOSAL
PER HEAD S.°' .
UNIT
HOSE BIBBS WITH
RESIDENTIAL
OR WITHOUT
HOUSE SEWER
VACCUUM BREAKER
ICEMAKERS
VACCUUM
BREAKERS
LAWN SPRINKLER
WATER
SYSTEMS EACH
SERVICE
MAINS
33.25*
�ZS °�
6- 2S
INTERNATIONAL
FIRE PROTECTION INC.
"Complete Fire Protection Service"
TO:
LETTER OF TRANSMITTAL
www.candolFP.com
TYBEE ISLAND BUILDING DEPT
DATE
5/25/2006
403 BUTLER AVE
ATTENTION
CHUCK
TYBEE ISLAND, GEORGIA
REF:
FIRE PROTECTION
31328
CONTRACT #
IFP#
13DO6122
WE ARE SENDING YOU ® ATTACHED O UNDER SEPARATE COVER
® SHOP DRAWINGS
®
HYDRAULICS
® EQUIPMENT SUBMITTALS
0 COPY OF LETTER
Q
CLOSE -OUT
M OTHER
COPIES SHEET # ! DESCRIPTION
4 each FP-1-4 FIRE PROTECTION DWGS - SILVER STREET CONDO'S
4 each B1S1 HYDRAULIC CALC'S - PARKING GARAGE
4 each B1S2 HYDRAULIC CALC'S - 3rd FLOOR RESIDENTIAL
4 each NIA PRODUCT DATA
THESE ARE TRANSMITTED AS CHECKED BELOW:
EX FOR APPROVAL ❑X FOR REVIEW AND COMMENT
X❑ FOR YOUR USE X❑ AS REQUESTED
PLEASE RETURN ED COPIES WITH COMMENTS /CORRECTIONS AT YOUR EARLIEST CONVENIENCE.
REMARKS: IF YOU HAVE ANY QUESTIONS OR CONCERNS REGARDING THIS PROJECT, PLEASE FEEL
FREE TO CONTACT US.
SIGNED:
O.5 RECEIVED
BART A ELLIS
5578 Export Boulevard • Garden City, Georgia 31408 • 912 - 966 -0444 • Fax 912 - 966 -1144
24 -HOUR EMERGENCY SERVICE
INTERNATIONAL
FIRE PROTECTION INC.
,q1wNw`
"Complete Fire Protection Service"
SUBMITTAL PACKAGE
FOR
SILVER STREET CONDO'S
SILVER STREET
TYBEE ISLAND, GEORGIA
www.candolFP.com
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BLVD.
GARDEN CITY, GEORGIA 31408
(912)966 -0444 phone
(912)966 -1144 fax
IFP PROJECT #13D06122
CONTENTS: HYDRAULIC CALC'S
PRODUCT DATA
FIRE PROTECTION DRAWINGS
243 Royal Drive • Madison, Alabama 35758 • 256 - 461 -9988 • Fax 256- 461 -7839 - Fax 256 - 461 -1292 Corporate
24 -HOUR EMERGENCY SERVICE
Fi re Pratecti on by Computer Oiesi gr�
INTERNATIONAL FIRE PROTECTION,
1541 ENTERPRISE DRIVE
FAYETTEVILLE, AR 72704
479 - 973 -0721
Job Name
SILVER STREET - PARKING GARAGE
Building
#1
Location
SILVER STREET, TYBEE ISLAND GEORGIA
System
#1
Contract
13DO6122
Data File
Silver -s.WX2
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
INTERNATIONAL FIRE PROTECTiuN,
SILVER STREET - PARKING GARAGE
Occupancy - LIGHT HAZARD
Page 1
Date 052506
S (X) NFPA 13 ( ) Lt. Haz.
Hvdraulic
Design Information
Sheet
Name - SILVER
STREET CONDO'S
Date - 5/23/06
Location - SILVER
STREET, TYBEE
ISLAND GEORGIA
Building - #1
Made
By
System No. - #1
Contractor -
INTERNATIONAL FIRE
PROTECTION
Contract No. - 13DO6122
Calculated By
- BART A ELLIS
System Type
Drawing No. - FP -1
Construction:
(X) Combustible (
) Non - Combustible
Ceiling Height -
Occupancy - LIGHT HAZARD
Page 1
Date 052506
S (X) NFPA 13 ( ) Lt. Haz.
Ord.Haz.Gp.
( ) 1 ( ) 2 (
) 3 ( ) Ex.Haz.
Y ( ) NFPA 231 ( ) NFPA 231C
( ) Figure
Curve
S Other
T Specific Ruling
Made
By
Date
E
M Area of Sprinkler Operation
- 1950
System Type
Sprinkler /Nozzle
Density
- .10
(X) Wet
Make RELIABLE
D Area Per Sprinkler
- 120.00
( ) Dry
Model FIFR
E Elevation at Highest Outlet
- 8.00
( ) Deluge
Size 1/2"
S Hose Allowance - Inside
- 0
( ) Preaction
K- Factor 5.6
I Rack Sprinkler Allowance
- 0
( ) Other
Temp.Rat.155 % %d
G Hose Allowance - Outside
- 100
N
Note
Calculation Flow Required - 362.03 Press Required - 45.54
Summary C- Factor Used: 100 Overhead 140 Underground
.. Water Flow Test: Pump Data: Tank or Reservoir:
A Date of Test - Cap. -
T Time of Test - Rated Cap.- Elev.-
E Static Press - 70 @ Press -
R Residual Press - 48 Elev. - Well
Flow - 9.50 Proof Flow
S Elevation - 0
U
P Location - SILVER STREET
P
L Source of Information - TYBEE WATER & SEWER
Y
C Commodity Class Location
O Storage Ht. Area Aisle W.
M Storage Method: Solid Piled o Palletized % Rack
M
( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap.
S R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non
T A ( ) Mult. Row ( ) Open Shelf
0 C
R K Flue Spacing Clearance:Storage to Ceiling
A Longitudinal Transverse
G
E Horizontal Barriers Provided:
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE PROTECTI. N,
SILVER STREET - PARKING GARAGE
le
Elevation
K -Fact
Reg.
17
8.0
5.6
18
8.0
5.6
19
8.0
5.6
14
8.0
5.6
15
8.0
5.6
16
8.0
5.6
11
8.0
5.6
12
8.0
5.6
13
8.0
5.6
10
8.0
5.6
7
8.0
5.6
8
8.0
5.6
9
8.0
5.6
1
8.0
5.6
2
8.0
5.6
3
8.0
5.6
4
8.0
5
8.0
6
8.0
7B
4.0
7A
0.16
TEST
2.0
Pt
;tu
7.0
7.18
7.83
7.68
7.88
8.58
7.73
7.92
8.63
13.36
10.26
10.51
11.44
7.04
7.22
7.87
9.5
10.41
13.75
39.79
44.72
45.54
Pn
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
na
Flow
Density
Actual
Reg.
14.82
0.1
15.0
0.1
15.67
0.1
15.52
0.1
15.72
0.1
16.41
0.1
15.57
0.1
15.76
0.1
16.45
0.1
20.47
0.1
17.94
0.1
18.16
0.1
18.94
0.1
14.86
0.1
15.04
0.1
15.71
0.1
100.0
I he maximum velocity is 15.42 and it occurs in the pipe between nodes 6 and 7B
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Page 4
Date 052506
Area
Press
Reg.
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
120
7.0
Final Calculations - Hazen - Williams
INTERNATIONAL FIRE PROTECTION, Page 5
SILVER STREET - PARKING GARAGE Date 052506
'yd. Qa Dia. Fitting Pipe Pt Pt
<ef. "C" or Ftng's Pe Pv * * * * * ** Notes * * * * **
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
17
14.82
1.442
0.0
8.000
7.000
K Factor = 5.60
to
100
0.0
0.0
0.0
18
14.82
0.0222
0.0
8.000
0.178
Vel = 2.91
18
15.00
1.442
0.0
8.000
7.178
K Factor = 5.60
to
100
0.0
0.0
0.0
19
29.82
0.0810
0.0
8.000
0.648
Vel = 5.86
19
15.67
1.442
1T
5.304
4.160
7.826
K Factor = 5.60
to
100
0.0
5.304
0.0
4
45.49
0.1771
0.0
9.464
1.676
Vel = 8.94
0.0
45.49
9.502
K Factor= 14.76
14
15.52
1.442
0.0
8.000
7.684
K Factor = 5.60
to
100
0.0
0.0
0.0
15
15.52
0.0242
0.0
8.000
0.194
Vel = 3.05
15
15.72
1.442
0.0
8.000
7.878
K Factor = 5.60
to
100
0.0
0.0
0.0
16
31.24
0.0884
0.0
8.000
0.707
Vel = 6.14
6
16.41
1.442
1T
5.304
4.160
8.585
K Factor = 5.60
to
100
0.0
5304
0.0
5
47.65
0.1928
0.0
9.464
1.825
Vel = 9.36
0.0
47.65
10.410
K Factor= 14.77
11
15.57
1.442
0.0
8.000
7.726
K Factor = 5.60
to
100
0.0
0.0
0.0
12
15.57
0.0244
0.0
8.000
0.195
Vel = 3.06
12
15.76
1.442
0.0
8.000
7.921
K Factor = 5.60
to
100
0.0
0.0
0.0
13
31.33
0.0889
0.0
8.000
0.711
Vel = 6.15
13
16.45
1.442
1T
5304
3.870
8.632
K Factor = 5.60
to
100
0.0
5.304
0.0
5
47.78
0.1938
0.0
9.174
1.778
Vel = 9.39
-
0.0
47.78
10.410
K Factor = 14.81
10
20.47
1.442
1 T
5.304
4.160
13.364
K Factor = 5.60
to
100
0.0
5.304
0.0
6
20.47
0.0404
0.0
9.464
0.382
Vel = 4.02
0.0
20.47
13.746
K Factor = 5.52
7
17.94
1.442
0.0
8.000
10.260
K Factor = 5.60
1
100
0.0
0.0
0.0
8
17.94
0.0316
0.0
8.000
0.253
Vel = 3.52
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
- Fire Procecti on by Comv� -+[er Oesigr�
INTERNATIONAL FIRE PROTECTION,
1541 ENTERPRISE DRIVE
FAYETTEVILLE, AR 72704
479 - 973 -0721
Job Name
Silver Street - 3rd
Building
#1
Location
Silver Street, Tybee Island Georgia
System
#2
Contract
13D06122
Data File
Silver -s.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
INTERNATIONAL FIRE PROTECTION, Page 1
Silver Street - 3rd Date 052306
HYDRAULIC DESIGN INFORMATION SHEET
Name - Silver Street Condo's Date - 5/23/06
Location - Silver Street, Tybee Island Georgia
Building - #1 System No. - #2
Contractor - International Fire Protection Contract No. - 13DO6122
Calculated By - Bart A Ellis Drawing No. - FP -4
Construction: (X) Combustible ( ) Non - Combustible Ceiling Height 8'0"
OCCUPANCY - Light Hazard
S Type of Calculation: ( )NFPA
Y Number of Sprinklers Flowing:
S ( )Other
T ( )Specific Ruling
E
13 Residential
( )1 ( )2
Made by
(X)NFPA 13R ( )NFPA 13D
(X)4 ( )
Date
M Listed Flow at Start Point
- 20 Gpm
Date of Test -
System Type
Listed Pres. at Start Point
- 16.7 Psi
(X) Wet
( ) Dry
D MAXIMUM LISTED SPACING 20
x 20
( ) Deluge
( ) PreAction
E Domestic Flow Added
- 55 Gpm
Sprinkler
or Nozzle
S Additional Flow Added
- 0 Gpm Make
Reliable
Model FIRES
I Elevation at Highest Outlet
- 36'8 "Feet Size
1/2"
K- Factor 4.9
G Note:
Temperature
Rating
155 % %D
N
Calculation Gpm Required 129.03
Psi Required 45.5
At
Test
Summary C- Factor Used:
Overhead 150
Underground 140
Water Flow Test:
Pump
Data:
Tank or Reservoir:
Date of Test -
Rated
Cap.
Cap.
T Time of Test -
@ Psi
Elev.
E Static (Psi) -
70
Elev.
R Residual (Psi) -
48
Other
Well
Flow (Gpm) -
950
Proof Flow Gpm
S Elevation -
2'
P Location: Silver
Street
P
L Source of Information: Tybee
Water
& Sewer
Y
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE
PROTECTION,
Page
4
Silver Street - 3rd
Date
052306
l",de Elevation
K -Fact
Pt
Pn
Flow
Density
Area
Press
Actual
Actual
_
_ Rem
D001 36.83
4.9
16.7
na
20.02
0.05
256
16.7
D002 36.83
4.9
14.34
na
18.56
0.05
256
13.3
8 36.66
4.4
16.78
na
18.03
0.05
256
13.3
6 36.66
4.4
15.68
na
17.42
0.05
256
13.3
21 36.83
15.78
na
7 36.66
16.0
na
22 36.83
18.84
na
1 36.66
17.83
na
2 36.83
18.99
na
3 36.83
19.8
na
4 36.83
21.68
na
18 36.83
23.14
na
5 36.83
25.11
na
19 36.83
27.95
na
DOM 2.0
43.33
na
55.0
20 36.83
29.08
na
TEST 0.0
45.46
na
The maximum velocity is 19.24 and it occurs in the pipe between nodes 7 and 22
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Hazen - Williams
INTERNATIONAL FIRE PROTECTION, Page 5
Silver Street - 3rd Date 052306
4yd. Qa Dia. Fitting Pipe Pt Pt
ef. "C" or Ftng's Pe Pv Notes * * * * **
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
D001 20.02 0.874 1 E 4.026 1.000 16.700 K Factor = 4.90
to 150 0.0 4.026 0.074
1 20.02 0.2099 0.0 5.026 1.055 Val = 10.71
0.0
18.03
0.874
20.02
17.829
K Factor = 4.74
D002 18.56 0.874
1 T 8.053 0.660 14.342
K Factor = 4.90
to 150
0.0 8.052 0.074
12.078
7 18.56 0.1823
0.0 8.712 1.588
Vel = 9.93
0.0
0.1728
0.0
18.56
16.004
K Factor = 4.64
8
18.03
0.874
1 E 4.026
1.080
16.785
K Factor = 4.40
to
150
150
IT 8.053
12.078
-0.074
35.98
2
18.03
0.1728
0.0
13.158
2.274
Val = 9.64
IT 9.563
0.0
18.840
to
19.303
150
0.0
9.562
18.03
4
35.98
0.2016
18.985
K Factor = 4.14
6
17.42
0.874
0.0
1.080
15.680
K Factor = 4.40
to
150
0.0
0.0
-0.074
21
17.42
0.1630
0.0
1.080
0.176
Vel = 9.32
21
0.0
1.101
0.0
2.830
15.782
to
150
0.0
0.0
0.074
17.42
0.0523
0.0
2.830
0.148
Val = 5.87
7
18.56
0.874
1 E 4.026
0.660
16.004
to
5
150
0.0
4.026
-0.074
22
35.98
0.6210
0.0
4.686
2.910 Vel = 19.24
22
0.0
1.101
IT 9.563
4.500
18.840
to
19.303
150
0.0
9.562
0.0
4
35.98
0.2016
0.0
14.062
2.835 Vel = 12.12
0.0
by Hydratec
Inc. Route 111 Windham N.H. USA 03087
K Factor= 7.73
1
20.02
1.101
0.0
18.040
17.829
to
5
150
0.0
0.0
-0.074
2
20.02
0.0682
0.0
18.040
1.230 Val = 6.75
2
18.03
1.101
0.0
3.660
18.985
to
19.303
150
0.0
0.0
0.0
3
38.05
0.2238
0.0
3.660
0.819 Val = 12.82
3
0.0
1.394
1 E 4.762
12.120
19.804
to
5
150
IT 9.523
14.284
0.0
4
38.05
0.0709
0.0
26.404
1.871 Val = 8.00
4
35.98
1.394
0.0
6.040
21.675
to
19.303
150
0.0
0.0
0.0
18
74.03
0.2429
0.0
6.040
1.467 Val = 15.56
18
to
5
0.0
74.03
1.598
150
0.1248
IT
11.656
0.0
0.0
4.120
11.656
15.776
23.142
0.0
1.969 Vel = 11.84
5
0.0
2.423
4E
33.092
85.540
25.111
150
1 B
9.652
86.866
0.0
19
74.03
0.0164
IS
19.303
172.406
2.835 Val = 5.15
1Z
8.273
Computer Programs
by Hydratec
Inc. Route 111 Windham N.H. USA 03087
Final Calculations - Standard
INTERNATIONAL FIRE PROTECTION,
Silver Street - 3rd
Page 6
Date 052306
1yd.
Qa
Dia.
Fitting
Pipe
Pt Pt
.ef.
"C"
or
Ftng's
Pe Pv
" *' *"
Notes
Point
Qt
Pf /Ft
Eqv. Ln.
Total
Pf Pn
1T
16.546
-
19
0.0
2.423
2E
16.546
1.910
27.946
to
150
0.0
16.546
15.085
DOM
74.03
0.0164
0.0
18.456
0.303
Val =
5.15
DOM
55.00
2.423
2E
16.546
1.450
43.334
Qa =
55.00
to
150
0.0
16.546
- 15.085
20
129.03
0.0460
0.0
17.996
0.827
Vel =
8.98
20
0.0
4.1
1T
29.067
56.830
29.076
to
140
2L
17.44
49.414
15.951
TEST
129.03
0.0040
1G
2.907
106.244
0.429
Val =
3.14
0.0
129.03
45.456
K Factor= 19.14
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Model F1
Residential
Model F1 Res Sprinlders engineered for the lowest flows
to meet the minimum design density of .05 gpnVV
Types:
1. F1 Res 49 Pendent
2. F1 Res 49 Recessed Pendent /F 1
3. F1 Res 49 Recessed Pendent /FP
4. F1 Res 58 Pendent
5. F1 Res 58 Pendent/F1
6. F1 Res 49 CCP Pendent
7. F1 Res 44 HSW
8. F1 Res 44 Recessed HSW/F2
9. F1 Res 58 HSW
10. F1 Res 58 HSW Recessed HSW/F2
11. F1 Res 44 SWC
12. F1 Res 40 HSW
13. F1 Res 40 Recessed HSW /F2
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) are
fast response sprinklers combining excellent durability,
high sensitivity glass -bulb and low profile decorative
design. The F1 Res Horizontal Sidewall sprinklers (Figs.
5, 6 & 7) are equally attractive when above ceiling piping
cannot be used.
The 3mm glass -bulb pendent sprinklers, with a
K- Factor of 4.9, 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.
Bulletin 135 Rev.D
Sprinklers
!e'F:af
Recessed Pendent / F1
E�x
xf
49
Pendent /FP
Pendent
�s
F1 Res 44 SWC
H He8 44 & 58
Recessed HSW/F2
0.
F1 Res 40 Recessed
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: Y2" NPT ® Y2)
• K -Factor. 4.9 (Actual) - F1 Res 49 Pendent SpriNkler
5.8 (Actual) -F1 Res 58 Pendent & HSW Spdrkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
4.0 (Actual) - F1 Res 40 HSW Sprinkler
• Density: Minimum 0.05 gpm/R2
Application
Model 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.
Effective date 7/12/02
The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York10552
co
c
m
W
(MFWS
Installation
Models F1 Res sprinklers are to be installed as shown.
Model F1, F2 and FP Escutcheons, illustrated herewith,
are the only recessed escutcheons t
Model F7 Res spri o be used with
nklers. 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 Fl Res
Recessed Pendent, CCP & SWC sprinklers use only the
Model F1 Res 49 & 58 Pendent
*: ' III
I� IxI iI�I
Fig. 1
l6lGO?
Model GFR1 sprinkler wrench; for installing Model F1
Res Recessed HSW sprinklers use only the Model
GFR1 Sprinkler Wrench. Use of wrenches other than
those specified may damage these sprinklers. Install F1
Res 44 and 40 HSW with a ceiling to deflector distance
of 4" -12 ". Flow arrow on deflector must point away from
near wall and "Top" marking must face ceiling.
Model F1 Res 49 & 58
Recessed Pendent/ F1
F1 escutcheon, y,^ 0 9mm) adjustment
41 46 '
2.
Fig. 2
��T
Technical Data: F1 Res 49 Pendent and Recessed Pendent
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler
Spacing
ft m
Sprinkler
Pressure
psi (bar)
Sprinkler
Identification
Number SIN
12 x 12 3.6x3.6
13 49)
Thread
Temp.
Max.
Pressure
Ambient
Actual
Sprinkler
Size
Ratin
18 x 18 5.5x5.5
Tem .
K
Length
20 75.7
of o�
Factor
Inch (mm)
of
,�
psi (bar)
%" NPT
(R )
155
175
68
79
175 (12)
100
150
38
66
4.9
2.25 (57 )
Deflector - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler
Spacing
ft m
Flow
m
9P (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number SIN
12 x 12 3.6x3.6
13 49)
7.0 0.48
R3516
14 x 14 4.3x4.3
13 49
7.0 0.48
16 x 16 4.9x4.9
13 49
7.0 0.48
18 x 18 5.5x5.5
17 64.3
12.0 0.83
20 x 20 6.1 x6.1
20 75.7
16.7 1.14
Escutcheon', F1 or F2. Data:
Type
Adjustment
"A^
Face of fitting to
12 x 12 3.6x3.6
Inch (mm)
Inch (mm)
Inch ceiling
F7
%(19.0)
Min. =%" (19.1)
Max. =1' " 38.1
V.-'Y (47-24.0)
F2
%(12.7)
Min,% "(23.8)
Max. =1' " 38.1)
Xs -%(4.7 -17.4)
' Note: Escutcheons Ft or F2 may be used with
Model F1 Res 49 & 58 Recessed Pendent Sprinkler
'Deflector - to - ceiling
Maximum CO 00mm) to 8" (203mm1
Max. Sprinkler
Spying
Flow
gpm (Lpm)
Pressure
psi (bar)
Sprinkler
Identification
Number SIN
12 x 12 3.6x3.6
15 57
9.4 0.65
R3516
14 x 14 4.3x4.3
16 60.5
10.6 0.73
16 x 16 4.9x4.6
17 64.3
12.0 0.83
18 x 18 5.5x5.5
19 72
15.0 1.0
20x20(6.lx6.1)
22(83.2)
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.
Technical Data: F1 Res 58 Pendent and Recessed Pendent
Max. Sprinkler
Spec g
Sprinkler
Pressure
psf(bar)
M�
Sprinkler
Identification
Number SIN
12 x 12 3.6x3.6
Thread
Tamp
Max
Ambiad
K
Sp nkia
Size
16x 16(4.9x4.9 )
��
anoC
Factor
19 72
oRatinc
20 x 20 6.1 x6.1
of
14.4(l.0)
In )
Yz" NPT
RYz
155
175
68
79
175 (12)
150
66
5.8
2.25 (57)
Max. Sprinkler
Spec g
Flow
gpm()
Pressure
psf(bar)
Ceiling -to-
Deflector
Inch mm
Sprinkler
Identification
Number SIN
12 x 12 3.6x3.6
16 61
7.6 0.53
1-4 (25-100)
(25 -100)
14 x 14 4.3x4.3
16 61
7.6 0.53
16x 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 6.1 x6.1
22 83.3
14.4(l.0)
3.
" M o d e l F 1 R e s 4 9 c c a
1 _ ��l 1 . - 7 �� j O l E ��q = D A
I i
1 1 1 1 2 - I C D L C R
C U P j
I
C E 2 / N C
1 / f A C a 1 F '