HomeMy Public PortalAbout06-0442 INTERNATIONAL FIRE PROTECTION.pdfb V; LJCi* i i i r
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Inspection Report
City of Tybee Island
403 Butler Avenue
P.O. Box 2749
Tybee ishind, GA 31328
-45/3 extension 114
(9:12) 7 86
V-dX: (912) 786--9539
Hate Requested
late Needed
Subcontractor
<
Time
7
1%
I nspecto r
4
I
Inspection Report
city of -Tvbee Island
403 Butler Avenue
P.O. Box 2749
Tybee Island, GA 31328
Phone: (912) 786 -4573 extension 114
Fax: (912) 786 -9539
Permit No,
Owner's Name _
Gen. Contractor
(late Requested
Gate Needed
Subcontractor
Contact Number /-;I,. -`
Location
Date of Inspection 7/ /5 /Q l Time Inspector
Type of Inspection
0
DATE ISSUED: 08 -15 -2006
WORK DESCRIPTION:
WORK LOCATION:
OWNER NAME
ADDRESS
CITY, ST, ZIP
CONTRACTOR NAME
ADDRESS
CITY STATE ZIP
FLOOD ZONE
BUILDING VALUATION
SQUARE FOOTAGE
OCCUPANCY TYPE
TOTAL FEE'S CHARGED
PROPERTY IDENTIFICATION #
PROJECT VALUATION
.. "v YW7.
CITY OF TYBEE ISLAND
BUILDING PERMIT
SPRINKLER
5 & 7 NINETEENTH STREET
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BLVD
GARDEN CITY GA 31408
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BLVD
GARDEN CITY GA 31408
P
$ 31.50
$ 0.00
PERMIT #: 060442
TOTAL BALANCE DUE: $ 31.50
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 Building Inspector or Authorized Agent: )"t4 4614 - 0
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 7864573 - FAX (912) 786 -5737
www.cityoftybee.org
MAY -01 -2006 09:59 CITY OF TYBEE ISL. 912 786 9539 P.02i02
CITY OF TYBEE ISLAND
INSPECTIONS DEPARTMENT
P.O. BOX 2749
TYBEE ISLAND, GA. 31328
PLUMBING INSPECTIONS PERMIT
- 7/;,
CONTRACTOR � � /, tJ
CONTRACTOR'S ADDRESS _55_%V f %S
JOB ADDRESS
OWNER
WORK WILL BE READY FOR INSPECTION
aS.�o
3 ' s O TOTAL P.02
BACK
OIL OR GREASE W71—ER SERVICE
INTERCEPTOPO 3S -NEW
FLOW PREVENTOR
'DENCE
COMMERCIAL DISP.
PLUk 0, R SERVICE
FIX, 3
UP TP 1 1/2 HP
EACE 5 CEMENTS
DRAIN ROOF OR
PLUM.
FIXTi
1 e,,/ 3RS
AREA
EACH �� Q
REPAI;
DRAINAGE OR VENT
PIPING
REPLA(
F I XTUR
RESIDE]
FIRE PROTECTION
SPRINKLER SYS. o�
,�s�h
DISPOSI
PER HEAD
UNIT
RESIDEN'
HOSE BIBBS WITH
OR WITHOUT
HOUSE Sl
VACCUUM BREAKER
ICEMAKERS
VACCUUM
BREAKERS
LAWN SPRINKLER
WATER
SYSTEMS EACH
SERVICE
MAINS
aS.�o
3 ' s O TOTAL P.02
,INTERNATIONAL
IRE PROTECTION INC.
"Complete Fire Protection Service"
TO:
LETTER OF TRANSMITTAL
www.candolFP.com
Tybee Island Building Dept.
DATE
8/8/2006
403 Buttler ave
ATTENTION
Chuck
Tybee Island, Geordia
REF:
Fire Protection
31328
CONTRACT #
IFP#
113cO7OO4
WE ARE SENDING YOU ® ATTACHED 0 UNDER SEPARATE COVER
® SHOP DRAWINGS ® HYDRAULICS ® EQUIPMENT SUBMITTALS
0 COPY OF LETTER CLOSE -OUT OTHER
COPIES SHEET # DESCRIPTION
3 FP -1 of 1 Fire Protection Drawings for 19th Street Condo ( West )
3 H draulic Calculations
3 Product Data
THESE ARE TRANSMITTED AS CHECKED BELOW:
MX FOR APPROVAL ❑X FOR REVIEW AND COMMENT
X❑ FOR YOUR USE X❑ AS REQUESTED
PLEASE RETURN M COPIES WITH COMMENTS /CORRECTIONS AT YOUR EARLIEST CONVENIENCE.
REMARKS:
SIGNED:
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. www.candol FP.com
"Complete Fire Protection Service"
SUBMITTAL PACKAGE
for
b5 19th STREET�CONDO WEST
TYBEE ISLAND, GEORGIA 31561
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BLVD.
GARDEN CITY, GEORGIA 31408
(912)966 -0444 phone
(912)966 -1144 fax
httg://www.candoifp.com
IFP Job ##13C07004
5578 Export Boulevard • Garden City, Georgia 31408 • 912- 966 -0444 • Fax 912 - 966 -1144
24 -HOUR EMERGENCY SERVICE
1!- I.M.v
_ _ _ Fire Protection by Computer Design
INTERNATIONAL FIRE PROTECTION,
5578 EXPORT BLVD.
GARDEN CITY, GEORGIA 31408
912- 966 -0444
Job Name
19 TH STREET CONDO A
Building
CONDO
Location
TYBEE ISLAND,GEORGIA
System
1
Contract
13CO7004
Data File
13C07004.WX1
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
INTERNATIONAL FIRE PROTECTIuN, Page 1
19 TH STREET CONDO A Date 8/2/06
HYDRAULIC DESIGN INFORMATI011 SHEET
..ame - 19th STREET CONDO Date - 8 -03 -06
Location - TYBEE ISLAND,GEORGIA
Building - CONDO System No. - 1
Contractor - RYAN BUILDERS Contract No. - 13CO7004
Calculated By - J.K.LOWERY Drawing No. - 1 OF 1
Construction: i ) Combustible (X) Non - Combustible Ceiling Height 9' -0"
OCCUPANCY - 13D
S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Y Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
S ( )Other
T ( )Specific Ruling Made by Date
E
M Listed Flow at Start Point - 17.0 Gpm System Type
Listed Pres. at Start Point - 12.0 Psi (Y,) Wet ( ) Dry
D MAXIMUM LISTED SPACING 18 18 ( ) Deluge ( ) PreAction
E Domestic Flow Added - Gpm sprinkler or Nozzle
S Additional Flow Added - Gpm Make RELIABLE Model F1RES49
I Elevation at Highest Outlet - 31' -1 "Feet Size 1/2" K- Factor 4.9
G Note: Temperature Rating 155
N
Calculation Gpm Required 34.098 Psi Required 58.901 At Test
Summary C- Factor Used: Overhead 150 Underground 150
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) - 40 Other Well
Flow (Gpm) - 950 Proof Flow Gpm
S Elevation - 0
P Location:
P
L Source of Information:
'i
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
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Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE PROTECTION,
19 TH STREET CONDO A
Mode
Elevation
K -Fact
Pt
Actual
Pn
Flow Density
Actual
D001
31.0
4.9
12.0
na
16.97 0.05
4
31.0
K= K@ =EQO
27.14
na
17.12
1
31.0
K= K@ =EQO
26.66
na
16.97
2
31.0
30.24
na
3
31.0
30.78
na
TASR
8.5
44.52
na
TOR
8.5
46.75
na
RC
6.5
47.68
na
M1
1.0
56.93
na
TEST
0.0
58.9
na
The maximum velocity is 11.49 and it occurs in the pipe between nodes 3 and TASR
Computer Programs by Hydrates Inc. Route 111 Windham N.H. USA 03087
Page 4
Date 8/2/06
Area Press
Req.
324 12.0
Fina'. Calculations - Hazen - Williams
INTERNATIONAL FIRE PROTECTION,
Page 5
19 TH STREET CONDO A
Date 8/2/06
Hyd.
Qa
Dia.
Fitting
Pipe
Pt Pt
.ef.
"C"
or
Ftng's
Pe Pv
* * * * * ** Notes
Point
Qt
Pf /Ft
Eqv. Ln.
Total
Pf Pn
D001
16.97
0.874
1N
7.0
1.000
12.000
K Factor = 4.90
to
150
0.0
7.000
13.426
=EQO
16.97
0.1546
0.0
8.000
1.237
Vel = 9.08
0.0
16.97
26.663
K Factor = 3.29
4
17.12
0.874
10
3.0
13.160
27.136
K Factor @ node =EQO
to
150
1N
7.0
10.000
0.0
3
17.12
0.1572
0.0
23.160
3.640
Vel = 9.16
0.0
17.12
30.776
K Factor = 3.09
1
16.97
0.874
1 N
7.0
13.160
26.663
K Factor @ node =EQO
to
150
10
3.0
10.000
0.0
2
16.97
0.1547
0.0
23.160
3.582
Vel = 9.08
2
0.0
1.101
0.0
10.580
30.245
to
150
0.0
0.0
0.0
3
16.97
0.0502
0.0
10.580
0.531
Vel = 5.72
3
17.13
1.101
1 N
7.0
9.910
30.776
150
10
5.0
12.000
9.745
TASR
34.1
0.1826
0.0
21.910
4.000
Vel = 11.49
TASR
0.0
1.598
3N
27.0
40.000
44.521
to
150
10
8.0
35.000
0.0
TOR
34.1
0.0297
0.0
75.000
2.231
Vel = 5.45
TOR
0.0
1.598
0.0
2.000
46.752
to
150
0.0
0.0
0.866
RC
34.1
0.0300
0.0
2.000
0.060
Vel = 5.45
RC
0.0
2.067
1Zad
0.0
5.500
47.678
to
120
0.0
0.0
9.182
* Fixed loss = 6.8
M 1
34.1
0.0127
0.0
5.500
0.070
Vel = 3.26
M 1
0.0
1.985
2E
12.407
121.040
56.930
to
150
1G
1.241
27.566
0.433
TEST
34.1
0.0103
1T
12.407
148.606
1.538
Vel = 3.54
1Egl
1.241
0.0
34.10
58.901
K Factor= 4.44
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Rellabi---�
Model F1
Residential
Model F1 Res Sprinklers engineered for the lowest flows
to meet the minimum design density of .05 gpmV
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
Z.
F1 Res 49 &58
Recessed Pendent / F1
F1 Res 49 CCP
Pendent
Of N
yii a;
F1 Res 44 SWC
�w
c
F1 Res 49 Recessed
Pendent/FP
F1 Res 44 & 58
Recessed HSW/F2
F1 Res 40 Recessed
HSW/F2
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: '' /z" NPT®' /z)
• K -Factor. 4.9 (Actual) - F1 Res 49 Pendent Sprinkler
5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler
4.4 (Actual) - F1 Res 44 HSW Sprinkler
4.0 (Actual) - F1 Res 40 HSW Sprinkler
• Density: Minimum 0.05 gpm/ftz
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
m
c
m
W
I-WGOJ
Installation
Models F1 Res sprinklers are to be installed as shown.
Model F1, F2 and FP Escutcheons, illustrated herewith,
are the only 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
Recessed sprinkler ndenWrench; CP & SWC sailin sailing Models F1 Res
use only the
Model F1 Res 49 & 58 Pendent
Fig. 1
rzrGu
2.
-1 L-52/-z
Model GFR1 sprinkler wrench; for installing Model F1
Res Recessed HSW sprinklers use onl y 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 411- 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," (19mm) adjustment
�a
r -�4-
—T --
I
))"yM
rna+y
Fig. 2
I -" //)• •mtuw
-� J T
71-
"" Z
Technical Data: F1 Res 49 Pendent and Recessed Pendent
Defiecbr - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler'
Spacing
ft m
Sprinkler
Max.
12 x 12 (3.6x3.6)
13 (49)
Thread
Temp.
Max' Ambient
Actual
Sprinkler
Size
Ratin
Pressure Tem
K
Length
M .11 6 (4.7 - 17.4)
psi (bar) of oC
Factor
Inch (mm)
of
oC
%" NPT
(R',)
155
t75
68
79
175 (12)
100
150
38
66
4.9
2.25 (57)
Defiecbr - to - ceiling
Maximum 1" (25mm) to 4" (100mm)
Max. Sprinkler'
Spacing
ft m
Flow Pressure
gpm (Lpm) psi (bar)
I
Sprinkler
Identification
Number SIN
12 x 12 (3.6x3.6)
13 (49)
7.0 (0.48)
83516
14 x 14 4.3x4.3 13 49 7.0 0.48
16 x 16 (4.9x4.9 ) 13 49 7.0 0.48
18x18 5.5x5.5 17 64.3 1 12.0 0.83
' 20 x 20 (6.1x6.1) 20 (75.7) 1 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
F1
,(19.0)
Max 1 " " (38.1)
'�6''�e (4.7 - 24.0)
F2
% (12.7)
Min. = 1�46" (23.8)
Max.=11 "(38.1)
M .11 6 (4.7 - 17.4)
' Note: Escutcheons F1 or F2 may be used with
Model F1 Res 49 & 58 Recessed Pendent Sprinkler
*Ddlecbr - to - ceiling
Maximum 4" (100mm) to 8" (203mm)
Max. Sprinkler
Spacing
ft m
Flow
gpm (Lpm)
P
Pressure
psi (bar)
Sprinkle r
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 4.9x4.9
17 64.3
I 12.0(0.a3)1
18 x 18 5.5x5.5
19 72
15.0 1.0
20 x 20 (6.1 x6. 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.
Technical Data: F1 Res 58 Pendent and Recessed Pendent
Sprinkle
Flow
Max.
Ceiling -to-
Sprinkler
Thread Temp.
Size Ratin
Pressure
Ambient
K
Factor
Sprinkler
Len
°F °C
psi (�)
Inch (mm)
°F inaC
NPT 1551 68
(R 112) 175 I 79
I 100 38
175 (12) 1 150 66
5.8
2.25 (57)
Max. Sprinkler
Flow
Pressure
Ceiling -to-
Sprinkler
Spacing
gpm (�)
p� (�)
Deflector
Identification
ft m
Inch mm
Number SIN
12 x 12 3.6x3.6
16 (61 )
1 7.6 0.53
1 -4
(25 -100)
R3513
14 x 14 4.3x4.3
16 61
7.6 0.53
16 x 16 (4.9x4.9 )
16 (61 )
7.6 0.53
18 x 18 5.5x5.5
19172)__
10.8 0.75
20 x 20 (6.1 x6.1)
L 22 (83.3) 1
14.4(l.0)
3.
" M o d e l F 1 R e s 4 9 R e c e s s e d
F P p u s h - o n / t h r e a d
- o f f
e s c u t c h e o n
1 5 8 . . 7
% 5 J
C W
2 5 1 8 . 1 6 6 , 7 m
H O L E I N C , , , , ,
r U p
1 i 1 1 1 1 2 " R � D U C � R
C G U N O
1 F A C E J / . S m . n j
1 0 f A C � O f
i - - - - - 1 - - - - _ I 1 " + 1 ��
n
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