HomeMy Public PortalAbout06-0142 Hogan_1of2Permit No. `
•
•
Inspection Report
City of Tybee Island
403 Butler Avenue
P.U. Box 2749
Tybee Island, GA 31328
Phone: (912) 786 -4573 extension 114
Fax: (912) 786-9539
Owner's Name
Gen. Contractor
Contact Number
Location
nate 474 Inspection
Type of do EtPriion _
Date Requested
Date Needed
Subcontractor
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Permit No.
Inspection Report
City of Tybee Island
403 Butler Avenue
P.O. Box 2749
Tybee Island, GA 31328
Phone: (912) 786 -4573 extension 114
Fax: (912) 786 -9539
r J C 1 ( Z..
Owners Name
Gen. Contractor 1 ,- r
Contact N umber
Date Requested T" 5 a %
Date Needed 4- :
Subcontractor
Id-) , 1 .,4 'kiD r\ . e_ 3' 1 3 - lt9 S' (0 0
Location .5 + (O 0 n -r G , c V - e t-t)
9/a6/ Time D oci
i /O r ; _ CI‘(/' ' -- p Inspector
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r%
Date of Inspection
Type of Inspection
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Fax: (912) 786 -9539
NW -d -dUldb
UtFl. OF tIJILVINli S1-11-6IY 12 201 4301 P.01/06
CHATHAM COUNTY
DEPARTMENT OF BUILDING SAFETY
REGULATORY SERVICES
P. O. BOX 8161
SAVANNAH,, GEORGIA 31412
912-201-4300
Fax: 912 - 201 -4301
facsimile
TRANSMITTAL
To: g
Fax: 249 - 7 ag‘'
From: f'/ ‘e
Date: /i/P-Ve96
Pages:.
Re:
Comments:
NUV— c'7—ZFJlab 07.44
13 -10(i
Lite. I. t.lr bU I LU I INU SFIr t I T
INSTALLATION OF SPRWKI..F.R SYS GEMS
le 9.3.5.10.3 Allowable Horizontal Load on Brace
Ass blies Rased on the Weakest Component of the Brace
Assetn
B • Angle
'
'
Moveable Horizontal L.oafi
50 to 44 degrees from
vertical
Listed load rating divided by
2.000 j
45 co 59 degrees fr• t
vertical
Listed load ratin divided by
1 .414
ti0 to 89 degrees from
vertical
■ isted loac], ting divided by
155 '
90 degrees from vertical
. to load rating
Table 9.3.6.4 Maxim
(feet)
Chapter 10 Underground Piping
10.1* Piping Materials. [24:10.1)
10.1.1' Listing. Piping shall be listed for Fire protection service
and shall comply with the standards in Table 10.1.1" (24 :10.1.1]
10.1.2 Steel Pipe. Steel piping shall not be used for general
underground service Unless specifically listed for such service.
[24:10.1.2)
10.1.3 Steel Pipe Used with Fire Department Connections.
Where externally coated and wrapped and internally galva-
nized, steel pipe shall be permitted to be used between the
check valve and the outside hose coupling for the file depart-
ment connection. (24:10.1.3)
10.1.4* Pipe Type and Claes. The type and class of pipe for a
particular underground installation shall he determined
through consideration of the following factors:
(11 Fire resistance of the pipe
(2) Maximum system working pressure
(3) Depth at which the pipe is to be installed
(4) Soil conditions
(5) Corrosion
(6) Susceptibility of pipe to other external loads, including
earth loads, installation beneath buildings, and traffic or
vehicle loads
[24:10.1.4]
10.1.5 Working Preaiure. Pipe shall be designed to withstand
a system working pressure of not less than 150 psi (10.3 bar).
[24:10.1.5]
2007 EdIllon
71 G171 4301 r.16 Ub
10.1.6+ Lining of Buried Pipe. [24:10.1.6)
10.1.6.1 Unless the requirements of 10.1.6.2 are met, all fer-
rous metal pipe shall be lined in accordance with the appli-
cable standards in Table 10.1.1. [24 :10.1.6.1)
10.1,6.2 Steel pipe utilized in file department connections
and protected in accordance with the requirements of 10.1.63
shall not be additionally required to be lined. [24:10.1.6.2]
10.2 Fittings. [24:10.21
10.2,1 Standard Fittings. Fittings shall meet the standards in
Table. 10.2.1(a) or shall he in accordance with 10.2.2. In addi-
tion to the standards in Table 10.2.1(h), CPVC fittings shall
also be in accordance with 10.2.2 and with the portions of the
ASTM standards specified in 'fable 10.2.1(b) that apply to fire
protectionscrvicr. [24:10.2.1]
10.2.2 Special Listed Fittings. Other types of fittings investi-
gated for suitability in automatic sprinkler installations and listed
for this service, including, hut not limited to, polybutylene,
CPVC, and steel dif}eting from that provided in Table 10.2.1(a),
shall be permitted when installed in accordance with their listing
limitations, including installation instntcaiuns. [24:10.2.21
10.2.3 Pressure Limits. Listed fittings shall be permitted for
system pressures as specified in their listings, but not less than
150 psi (10 bar). [24:10.2.3)
10.2.4* Buried Joints. Jttirite shall be approved. (24:10.2.4]
10.2.5* Buried Fittings. Fittings shall be of an approved type
with joints and pressure glass ratings compatible with the pipe
used. [24:10.2.5]
10.3 Joining of Pipe and Fittings. [24:10.31
10.3.1 Threaded Pipe and Fittings. All threaded steel pipe
and fittings shall have threads cut in accordance with ASME
B1.20.1, Pip! Thmnds, General Purport (Inch). [24:10.3.11
10.3.2 Groove Joining Methods. Pipes joined with grooved fit-
tings shall be joined by a listed combination of fittings, gaskets,
and grooves. [24:10.3.2]
10.3.3 Brazed and Pressure Fitting Methods, Joints for the
connection of copper tube shall be brazed or joined using
pressure finings as specified in Table 10.2.1(a). [24:10.3.31
10.3.4 Other Joining Met/mete. Other joining methods listed
for this setvicc shall be permitted where installed in accor-
dance with their listing limitations. [24:10.3.41
10.3.5 Pipe Joint Assembly. [24:10.3.5]
10.3.5.1 Joints shall be assembled by persons familiar with
the particular materials being used and in accordance with the
manufacturer's instructions and specifications. [24:10.3.5.11
10.3.5.2 All bolted joint accessories shall be cleaned and
thoroughly coated with asphalt or other corrosion - retarding
material after installation. [24:19.3.5).2]
10.4 Depth of Cover. [24:10.4)
10.4.1' The depth of cover over water pipes shall be deter-
mined by the maximum depth of frost penetration in the lo-
cality where the pipe is laid. [24:10.4.1]
10.4.2 The top of the pipe shall be buried not less than 1 ft
(0.3 in) below the frost line for the locality. (24:10.4.21
lUV- 29 -200b 09:44 DEl-' 1 . 1.1F BUILDING SRFETY
UNDERGROUND PIPING
I Table 10.1.1 Manufacturing Standards for Underground Pipe
912 201 4301 P.03/06
13 -107
Materials and Dimensions
Standard
Ductile Iron
Cement Mortar Lining for Ductile Iron Pipe and Fittings for Water
PolyethyleneEncasernent for Ductile Iron Pipe Systems
Ductile Iron and Gray Iron Fittings, 3 -in, Through. 48 -in., for Water and Other Liquids
Rubber - Gashes Joints farDuctite Iron P,nuure Pipe and fittings
flanged Ductile Iron Pipe with .Ductile Iron or Gray Iron Threaded Flanges
Protective Fusion- Bonded Epoxy Coatings for the bcteriur and F,rteriorSurfaces ofDuctile-Iron and
Cray -Iron Fittings for Water Supply Service
Thickness Design of Ductile Iron Pipe
Ductile Iron Pipe, Centrifugally Cast for Water
Ductiletrlron Compact Fitting for Water Semite
.Standard for the Installation of Ductile Iron Water Mains and Their Appurie ruanues
Steel
Steel Water Pipe 6 in. and Larger
Coal -Tar Protective Coatings and Linings for Steel Water Pipelines Enamel and Tape — llnt Applied
Cement-Mortar Protective Lining and Coating for Steel Water Pipe 4 in. and Larger — Shop Applied
Field Welding of Steel Water Pipe
Steel Pipe Flanges for Waterworks Service -- Sizes 4 in. 77rrvugh 144 in.
Dimensions for Fabricated Sled Watts Pipe Fittings
A Guide for Steel. Pipe Design and Installation
Concrete
Reinforced Concrete Pressure Pipe, Steel - Cylinder Type, for Water and Other Liquids
Prestressed Concrete Pressure Pipe, Steel-Cylinder Type, far Water and Other Liquids
Reinforced Concrete Pressure Pipe, Non - Cylinder Type, for Water and Oilier Liquids
Reinforced Concrete Pressure Pipe, Steel- Cylinder Type, Pretensioned, for Water and Other Liquidt
Stan-dart/for Asbestos- Cement Distribution Pipe, 4 in. Through 16 in., for Water and Other Liquids
Standard Prattice for Selection of A.eheito.,- Cement Water Pipe
Cement-Mortar Lining of Water Pipe Lines 4 in. and Larger — in Max
Standard for the Installation of Asbestos- Cenurnt Water Pipe
Plastic
Polyvinyl Chloride (PVC) Pressure Pipe, 4 in. Through 12 in., Jor Water aril Other Liquids
Polyethylene (PE) Pressure Pipe and Fittings 4 in. (100 mm) through 63 in. (1575 nom) fur Water
Distribution and Transport
Copper
Specification for Seamless Copper Tube
Specification for Seamless Copper Water Tube
Requimmerrits for Wrought Seamless Copper and Copper—Alloy Tube
AWWA 0104
AWWA 0105
AWWA 0110
AWWA 0111
AWWA C115
AWWA
AWWA 0150
•AWWA C151
AWWA (;153
AWWA CG00
AWWA C200
AWWA C203
AWWA 020.5
AWWA C206
AWWA C207
AWWA C208
AWWA M11
AWWA C300
AWWA C301
AWWA 0302
AWWA C303
AWWA C400
AWWA C401
AWWA 0602
AWWA C603
AWWA C900
AWWA C906
ASTM B 75
ASTM 13 88
ASTM Ti 251
(24: Table 10.1.1)
10.4.3 In chose locations where Bost is not a fat:tor, the depth
of cover shall be not less than 254 it (O.S In) to prevent me-
chanical damage. [24 :10.4.3]
10.4.4 Pipe under driveways shall be buried a minims m of
3 ft (0.9 m). [24 :10.4.4]
10.4.5 Pipe under railroad tracks shall be buried at a mini-
mum of4fr (1.2 m). [24:10.4.5]
10.4.6 The depth of cover shall be measured from the top of
the pipe to finished grade, and clue consideration shall always
be given to future or final grade and nature of soil. [24:10.4.61
10.5 Protection Against Freezing. (24:10.5)
10.5.1" Where it is impracticable to bury pipe, pipe shall be
permitted to he laid aboveground, provided the pipe is pro-
tected against freezing and mechanical damage. (24:10.51]
10.5.2 ripe shall be buried below the frost line where enter-
ing streams and other bodies of water. (29:10.5.21
10.5.3 Where pipe in laid in water raceways or shallow
streams, care shall be taken that there will be sufficient
depth of running water between the pipe and the frost Tine
during all seasons of frost; a safer method is to bury the pipe
1 ft (0.3048 m) or more tinder the bed of the waterway.
(24 :10.5.3)
10.5.4 Pipe shall be located at a distance from stream banks
and embankment walls that prevents danger of freezing
through the side of the bank. (24:10.5.4)
10.6 Protection Against Damage. 124:10.6]
10.6.1 Pipe shall not be run under buildings. [24:10.6.1]
2007 Edition
NOV -29- 2006 09:45
13 -108
DEPT. OF BUILDING SAFETY 912 201 4301 P.04/06
vSTAt.LATION OF SPRINKLER SYSTEMS
I Table 10.2.1(a) Fittings Materials and Dimensions
Materiels and Dimensions
Standard
Cast Iron
Cast .Trvn Threaded Fittings. Class 125 and 2.50 ASME 1116.4
Cast Iron Pipe .Flanges and Ranged Fittings ASME B16.1
Malleable Iran
Mai4ahle Iron Threaded Fittings, Class 150 ASME 1116.3
and 300
Steel
Factory-Matte Moegrtt Steel Buttroeld Fittings ASME BI6.9
Buttwelding Ends for Pipe Valves, Flanges, and ASME 816.25
Fittings
Specification for Piping Fittings of Wrought ASTM A 234
Carbon Steel and Alloy Steel for Moderate and
Elevated Temperatures
Steel Pipe Flanges and Ranger' Fillings ASME B16.5
Forged Steel Fittings, Socket Welded and ASME 816.11
Threaded
Copper
Wrought Copper and Bronze Solder Joint
Pressure Fittings
Cast !breeze Solder Joint Pressure Fittings
ASME 816.22
ASME B16.18
[24: Table 10.21(01
Table 10.2.1(b) Specially Listed Fittings Materials and
Dimensions
Materials and Dimensions Standard
Chlorinated Polyvinyl Chloride (CPVC) ASTM F 437
Specification for Schedule 80 CPVC Threaded
Fittings
Srims juation for Schedule 40 CPVC Socket.'1 pe ASTM F 438
Fittings
Specification for Schedule 80 CPVC Socket-Type ASTM F 439
Fittings
(24: 'Able 10.2.1(b)]
10.6.2 Where pipe mnst. he run under buildings, special pre-
cautions shall be taken, including the following:
(1) Arching the foundation walls over the pipe
(2) Running pipe in covered trendies
(3) Providing valves to isolate sections of pipe under buildings
(24:1.0.6.2)
10.63 .Fire service mains shall be permitted to enter the
building adjacent to the foundation. [24:10.6.3)
10.6.4 Where adjacent structures or physical conditions
make it impractical to locate risers immediately inside an ex-
terior wall, such risers shall be permitted to be located as close
as practical to exterior walls to minimize underground piping
under the building. (24:10.6.41
10,6.5 Where a riser is close to building foundations, under-
ground fittings of proper design and type shall be used to
2007 Britton
avoid pipe joints being located in or under the foundations.
[24:10.6.5]
10.6.6 Mains shall be subjected to an evaluation of the follow-
ing specific loading conditions and protected, if necessary:
(1) Mains running under railroads carrying heavy cargo
(2) Mains running under large piles of heavy commodities
(3) Mains located in areas that subject the main to heavy
shock and vibrations
[24:] 0.6.61
10.6.7• Where it is necessary to join metal pipe with pipe of dis-
similar metal, the joint shall be insulated againec the passage of
an electric current using an approved method. [24 :10.6.71
10.6.5• In no case shall the underground piping be used as a
grounding electrode for electrical systems. This does not pre-
clude the bonding of the underground piping to the lightning
protection grounding system as required by NFPA 780 in those
cases where lightning protection is provided for the structure.
[24 :10.6.81
10.7 Requirement for laying Pipe [24:10.7)
10.7.1 Pipes, valves, hydrants, gaskets, and fittings shall be
inspected for damage when received and shall be inspected
prior to installation. (Se:figure 10.10.1.) [24 :10.7.1]
10.7.2 The torquing of bolted joints shall be checked.
(24:10.7.2)
10.7.3 Pipe, valves, hydrants, and fittings shall be clean in-
side_ (24:10.7.3)
10.7.4 When work is stopped, the open ends of pipe, valves,
hydrants, and Fittings shall be plugged to prevent stones and
foreign materials from entering. [24:10.7.41
10.7.5 All pipe, fittings, valves, and hydrants shall be carefully
lowered into the trench using appropriate equipment and
carefully examined for cracks or other defects while sus-
pended above the trench. [24:10.7.5]
10.7.6 Plain ends shall be inspected for signs of damage prior
to installation, [24:10.7,61
10.7.7 Under no circumstances shall water main materials be
dropped or dumped. (24:10.7.7)
10.7.8 Pipe shall not be rolled or skidded against other pipe
materials. (24:10.7.8)
I0.7.9 Pipes shalt bear throughout their full length and shall
not he supported by the bell ends only or by blocks. [24:10.7.91
10.7.10 If ground is soft. or of a quicksand nature, special
provisions shall be made for supporting pipe. [24:10.7.10)
10.7.11 Valves and fittings used with nonmetallic pipe shall be
properly supported and restrained in accordance with the
manufacturer's specifications. [24:10.7.11)
10.8 Joint Restraint. [24:10.8)
10.8.1 General, [24:10.83 .1
10.8.1.1• All tees, plugs, caps, bends, reducers, valves, and hy-
drant branches shall be restrained against movement by using
thrust blocks in accordance with 10.8.2 or restrained joint sys-
tems in accordance with 10.8.3. [24:10.8.1.11
10.8.1.2 Piping with fused, threaded, grooved, or welded
joints shall not require additional restraining, provided that
such joints can pats the hydrostatic test of 10.10.2.2 without
NOV -29 -2006 09:45 DEPT. OF BUILDING SAFETY
UNDERGROUND PIYING
shifting of piping or leakage in excess of permitted amounts.
[24:10.8.1.21
10.8.1.3 Steep Grades. On steep grades. mains shall be addi-
tionally restrained to prevent slipping. [24:10.8.1.5]
10.8.1.3.1 Pipc shall be restrained at the bottom of a bill and
at any turns (lateral or vertical)_ [24 :10.8.1.3.1)
10.8.I.3.2 The restraint specified in 10.8 1.3.1 shall be to
natural rock or to suitable piers built on the downhill side of
the bell. [24:10.8.1.3.21
10.8.1.3.3 Bell ends shall be installed facing uphill.
[24:10.8.1.3.3)
10.8.1.3.4 Straight runs on'hills shall he restrained as deter-
mined by the design engineer. [24:10.8.1.3.4]
10.8.2* Thrust Blocks [24:10.8.2)
10.81.1 Thrust blocks shall be considered satisfactory where
soil is suitable for their use. [24:10.8.2.11
10.8.2.2 Thrust blocks shall be of a concrete Mix not leaner
than one part cement, two and one--half parts sand, and use
parts stone. (24:10.8.2.21
10.8.2.3 Thrust blocks shall be placed between undisturbed
earth and the fitting to be restrained and shall be capable of
such bearing to ensure adequate resistance to the thrust to be
encountered. [24:10.8.2.3]
10.8.2.4 Wherever possible, thrust blocks shall be placed so
that the joints are accessible for repair. [24:10.8.2.4)
10.8.3* Restrained Joint Systems. Fire mains utilizing re
strained joint systems shall include one or more of the following:
(1) Locking mechanical or push -on joints
(2) Mechanical joints utilizing setscrew retainer glands
(3) Bolted flange joints
(4) Heat -fused or welded joints
(5) Pipc clamps and tie rods
(6) other approved methods or devices
(24:10.8.3)
10.8.3.1 Sim Clamps, Rods, Bolts, and Washers [24;10.8.3.1)
10.8.3.1.1 Clamps. (24:10.8.3.1.11
10.8.3.1.1.1 Clamps shall have the following dimensions:
(1) iii in. x 2 in. (12.7 nun x 50.8 mm) for pipe 4 in. to 6 in.
(2) % in. x 215: in. (15.9 nun a 63.5 mm) for pipe 8 in. to 10 in.
(3) 44 in. x S in_ (15.9 mitt x 76.2 mm) for 12 in. pipe
[24:10.8.3.1.1.11
10.8.3.1.1.2 The diameter of a bolt hole shall be 146 in.
(1.6 mm) larger than that of the corresponding bolts.
[24:10.8.3.1.1.2)
10.8.3.1.2 Rods. [24:10.8.3.1.21
10.8.3.1.2.1 Rnds shall be not less than'rft in. (15.9 mm) in
diameter. [24:10.8.3.1.2.1]
10.8.3.1.2.2 Table 10.8.3.1.2.2 provides numbers of various
diameter rods that shall be used for a given pipe size.
[24:10.8.3.1.2.2)
912 201 4301 P.05/06
13 -109
I Table 10.8.3.1.2.2 Rod Number — Diameter Combinations
Nominal ,41 in. % in. 1 in. 1 in.
Pipe Size
(in.) (15.9 mm) (19.1 mm) (22.2 mm) (25.4 mm)
4
6
8
10
12
14
16
2
2
S 2
4 3
6 4
8 6
10 7
2
3
4
5
2
3
4
Note: This table has been derived using pressure of 225 l ' (15.5 bar)
and design stress of 25,000 psi (172.4 MPa).
124: 'fable 10.8.9.1.2.21
10.8.3.1.2.3 When using bolting rods, the diameter of me-
chanical joint bolts shall limit the diameter of rods to % in.
(19.1 mm). [24:10.8.3.1.1.3)
10.8.3.1.2.4 Threaded sections of rods shall not be Rimed or
bent. (24:10.8.3.1.2.4)
10.8.3.1.2.5 Where using clamps, rods shall be used in pairs
fur each clamp. [24:10.8.3.1.231
10.8.3.1.2.6 Assemblies in which a restraint is made by means
of two clamps canted on the barrel of the pipe shall be permit-
ted to use one rod per clamp if approved for the specific instal-
lation by the authority having jurisdiction. (24:10.8.3.1.2.6)
10.8.3.1.2.7 Where using combinations of rods, the rods shall
be symmetrically spaced. [24:10.8.3.1.2.7]
10.8.3.1.3 Clamp Bolts. Clamp bolts shall have the following
diameters:
(1) aft in. (15.9 mm) for pipe 4 in., 6 in., and 8 in.
(2) Vs in. (19.1 mm) for pipe 10 in.
(3) 1 in. (22.2 mm) for 12 in, pipe
[24:10.8.3.1.91
10.8.3.1.4 Washers- [24:10.8.3.1.4]
1.0.8.3.1.4.1 Washers shall be permitted to be cast. iron or
steel and round or square. [24:10.8.3.1.4.1)
10.8.3.1.4.2 Cast -iron washers shall have the following di-
mensions:
(1) % in. x3in. ( 15. 9 trim x76 .2 mm) for 4in.,6in.,8in..and
10 in. pipe
(2) % in. x 31+2 in. (19.1 mm x 88.9 mm) for 12 in. pipe
[24:10.8.3.1.4.2]
10.8.3.1.4.3 Steel washers shall have the following dimensions:
(1) 1 in. x 3 in. (12.7 rnrn x 76.2 mm) for 4 in., 6 in., 8 in., and
10 in. pipe
(2) '.it in. x 314 in. (12.7 min x 88.9 mm) for 12 in. pipe
[24:10.8.3.1.4.31
10.8.3.1.4.4 The diameter of holes shall be 1/2 in. (3.2 torn)
larger than that of rods_ [24 :10.8.3.1.4.4]
10.8.3.2 Sizes of Restraint Straps for Tees. [24:10.8.3.2)
2007 Edition
NOV -29- 2006 09 :45
13 - -110
DEPT. OF BUILDING SAFETY 912 201 4301 P.06/06
:rrAt.txrION OF SPRINKI.Fat SYSTEMS
10.8.3.2.1 Restraint straps for lees shall have the following
dimensions:
(1) % in. (15.9 mm), thick and 244 in. (63.5 mm) wide for
4 in., 6 nn., 8 in., and 10 in. pipe
(2) % in. (15.9 mm) thick and 3 in. (76.2 mm) wide for 12 in.
pipe
[24:10.8.3.2,1]
1.0.8.5.2.2 The diameter of rod holes shall be Vis in. (1.6 rum)
larger than that of rods_ (24:10.8.3.2.2]
10.8.3.2.3 Figure 10.8.3.2.3 and Table 10.8.3.2.3 shall he used
in sizing the restraint straps for both mechanical and push -on
joint tee fittings. [24:10- 8.8.2.8)
Rod hole
FIGURE 10,8.3.2.3 Restraint Straps for Tees. [24: Figure
10.8.3.2.3)
10.8.3.3 Sizes of Plug Strap for Bell End of Pipe [24:10.8.3.3]
10.8.3.3.1 Strap shall be 5/ in. (19.1 nun) thick and 21/2 in.
(63.5 mm) wide. [24 :10.8.3.3.1]
10.8.3.3.2 The strap length shall be the same as dimension A
for tee straps as shown in Figure 10.8.3.2.3. [24:10.8.3.3.2]
10.8.3.3.3 The distance between the centers of rod holes
shall be the same as dimension B for tee straps as shown in
Figure 10.8.3.2.3. [24:10.8.3.3.3]
10.8.3.4 Material. Clamps, rods, rod couplings or turnbuck-
les, bolts, washers, restraint straps, and plug straps shall be of a
material that has physical and chemical characteristics that
indicate its deterioration under stress can be predicted with
reliability. [24:10.8.3.4]
10.8.3.5* Corrosion Resistance. After installation, rods, nuts,
bolts, washers, clamps. and other restraining devices shall be
cleaned and thoroughly coated with a bituminous or other
acceptable corrosion - retarding material. (24:10.8.3,5)
10.9 Baekfilling. [24:10-91
10.9.1 Backfill shall be ramped in layers or puddled under
and around pipes to prevent settlement or lateral movement
Table 10.8.3.2.3 Restraint Straps for Tees
and shall contain no ashes, cinders, refuse, organic matter, or
other corrosive materials. [24:10.9.1]
10.9.2 Rocks shall not be placed in trenches_ [24:10.9.2)
10.9.3 Frozen earth shall not be used for backfilling. 124:10.9.3]
10.9.4 In trenches cut through rock. tamped backfrll shall be
used for at least 6 in. (150 mm) under and around the pipe
and for at least 2 ft (0.6 m) above the pipe. [24:10.9.41
10.10 Testing and Acceptance. (24:10.101
10.10.1 Approval of Underground Piping. The installing con-
tractor shall be responsible. for the following:
(1) Notifying the authority having jurisdiction and the own-
er's representative of the time and date testing is to be
perforrnetl
(2) Performing all required acceptance tests
(3) Completing and signing the contractor's material and test
certificate(s) shown in Figure 10.10.1.
[24:10.10.1]
10.10.2 Acceptance Requirements. [24:10.10.21
10.10.2.1* Flushing of Piping. 124:10.10.2.1j
10.10.2.1 :1 Underground piping. from the water supply to
the system riser, and lead -in connections to the system riser
shall be completely flushed before connection is made to
downstream tire protection system piping. [24:10.10.2.1.1)
10.10.2.1.2 The flushing operation shall be continued for a
sufficient time to ensure thorough cleaning. (24:10.10.2.1.2]
10.10.2.1.3 The minimum rate of flow shall be not less than
one of the following:
(1) Hydraulically calculated water demand rate of the system,
including any hose requirements
(2) Flow necessary to provide a velocity of 1.0 ft /sec (3.1 m /sec)
in accordance with Table 10. 10.2.1.3
(3) Maximum flow rate available to the system tinder fire
conditions
[24 :10.10.2.1.31
10.10.2.2 Hydrostatic Test. [24:10.10.2.21
10.10.2.2.1 • All piping and attached appurtenances subjected
to system working pressure shall be hydrostatically tested at
200 psi (13.8 bar) or 50 psi (3.5 bar) in excess of the system
working procure, whichever is greater, and shall maintain
that pressure *5 psi for 2 hours. [24:10.10.2.2.11
A
Nominal Pipe Size (in.) in.
B
mm in.
and
C
in. mm
4
6
8
10
12
121
14'i4
1644
19''i s
22Me
318
368
425
484
567
101
121
14%
161410
19Yrr
257
308
365
424
487
244
39/ia
424s
5 %,
64
64
90
118
146
171
D
in. mm
1% 44
2''Ils 71
3 •isr 99
5 127
5% 149
124: Table 10.8.3.2.31
2007 Edition
TOTAL P.06
II /CA /CVVO IV.JC rFIA A IC400314C
oru urlrcn surrLT
lel VV 1/ VVq
SPECIFICATIONS
FlowGuard Gold' CPVC Pipe and
Fittings
PART 1- GENERAL
1.0 PRODUCT DESCRIPTION
FlowGuard Gold' CPVC pipe and fittings are
extruded /molded from CPVC compounds manufactured
by Noveon, The pipe compound shall meet cell class
24448 and the fitting compound shall meet cell class
23447 as defined by ASTM 1)1784. Both the pipe and the
fitting compounds shall be certified by NSF International
for use with potable water.
1.1 PIPE AND FITTINGS
Pipe and fittings shall meet or exceed the requirements of
AS'fM 02846.
1.2 SOLVENT C MENI'
All socket type joints shall he assembled employing
solvent cements that meet or exceed the requirements of
ASTM F493. The standard practice for safe handling of
solvent cements shall be in accordance with ASTM F402.
Solvent cement shall be listed by NSF International for
use with potable water, and approved by the FlowGuard
Gold' pipe and fittings manufacturers.
1.3 BASIC USE
A FlowGuard Gold' pipe and fittings are intended
for use in hot and cold potable water distribution
systems in single and multi - family homes, apartments,
high - rises, hotel /motels, and commercial installations.
B. Water filled FlowGuard Gold' pipe and fittings
ed in general accordance with
NFPA 255 and UBC 8 -1) meet
me and smoke requirement and shall
be permitted to be installed in return air plenums.
Test reports font a third party testing laboratory shall
he obtained and mask available: upon request.
'45
• .. PIPEARTWICS
SAMPLE SPECIFICATION*
PART 2 - PRODUCTS
2.0 MATERIALS
The piping systems shall be constructed from materials
extruded /molded by manufacturers using the Noveon
FlowGuard Gold' CPVC compound.
2.1 MANUFACTURERS
/‘,6.4,7 4
Bow Industrial Corp.
104 Sharron Avenue
INGS
Plattsburg , NY 12901
(518) 561 -0190
FAX (518) 561 -6277
Charlotte Pipe and Foundry Co.
P.O. Box 35130
Charlotte, NC 28235
(704) 372 -5030
FAX (704) 348 -6450
Cresline Plastic Pipe Co.
955 Diamond Avenue
Evansville, IN 47711
(812) 428 -9300
FAX (812) 428 -9353
B. BALL VALVES
King Bros. Industries
27781 Avenue Hopkins
Valencia, CA 91355
Phone (805) 257 -3262
FAX (805) 257 -4320
Genova Products, Inc.
7034 E. Court Street
Davison, MI 48423 -0309
(810) 7.44 -4500
FAX: (810) 744 -1653
NIBCO, Inc.
1516 Middlebury Street
Elkhart, IN 46515 -1167
Phone (800) 234 -0227
FAX (800) 234 -0557
NIBCO. Inc,
1516 Middlebury Street
Elkhart, IN 46515 -1167
Phone (800) 234 -0227
FAX (800) 234 -0557
II /LS /EVVb IY.DE ratio b1LedbS ILL
C. SOLVENT CEMENTS
Fry Technology
1661 Old Dixie Highway
Riviera Beach, FL 33404
Phone (561) R44 -0241
FAX (561) 1148 -8958
IPS Corporation
455 West Victoria Street
Compton, CA 90220
Phone (310) 898.33(X)
FAX (310) 898 -3392
PART 3 — EXECUTION
a.nnurr.rtrt JurrLy IQ VVG /UU4
Schwartz Chemical of
Canada I.td.
777 McKay Road
Pickerington, ON LIW 3M
Phone (905) 683 -0411
FAX (905) 428 -2057
The Oatey Company
4700 W. 160th St.
Cleveland, OH 44135
Phone (216) 267 -7100
FAX (216) 267 -6538
3.0 SYSTEM DESIGN
A. System design shall be in accordance with standard
industry practice for water distribution systems and
the manufacturer's instructions. The design shall take
into consideration such factors as pressure and flow
requirements, friction loss, operating temperatures,
support spacing, joining methods, and thermal
expansion and contraction.
13. A Hazen - Williams C Factor of 150 shall be used in all
hydraulic calculations.
C. The maximum design temperature /pressure rating
shall not exceed 100 psi at 180 °F (400 psi at 73 °F).
3.1 INSTALLATION PROCEDURES
Installation practices such as pipe support spacing,
bracing, allowance for thermal expansion/contraction,
solvent cementing and handling and storage shall be in
accordance with the manufacturers instructions and this
specification.
3.2 LIMITATIONS
FlowGuard Gold' pipe and fittings are intended for use at
a maximum working pressure of 100 psi at 180 °F (400 psi
at 73 °F).
3.3 TECHNICAL DATA
A. APPLICABLE STANDARDS
1. ANSI /NSF Standard 14 Plastic Piping Components and
Related Materials
2. ANSI /NSF Standard 61 Drinking Water System
Components — Health Effects
3. ASTM D1784 Specification for Rigid Poly (Vinyl
ChlorideXPVC) Compounds and Chlorinated Poly
(Vinyl Chloride)(CPVC:) Compounds
4. ASTM D2846 Specification for Chlorinated Poly (Vinyl
Chloride) (CPVC) Plastic Hot- and Cold -Water
Distribution Systems
5. ASTM F493 Specification for Solvent Cements for
Chlorinated Poly (Vinyl Chloride) CPVC Plastic Pipe
and Fittings
6. CSA B137 CPVC Pipe, Tubing and Fittings for Hot and
Cold Water Distribution Systems
B. APPLICABLE CODES
1. BOCA, Basic Building, Mechanical Plumbing Codes
2. TAPMO, Uniform Plumbing Code
3. ICC. International Building, Mechanical and Plumbing
Codes
4. ICBO, Uniform Building and Mechanical Codes
5. SBCCI. Standard Building, Mechanical and Plumbing
Codes
6. National Building Code of Canada
7. Canadian Plumbing Code
3.4 TESTING
After the system is installed and any solvent cement is
cued, the system shall be hydrostatically tested per the
manufacturer's installation instructions and the
requirements of the applicable plumbing or mechanical
code.
3.5 WARRANTY
Consult the manufacturer for specific Warranty
information,
`Not intended to be a stand alone specification_ The above
specification is intended to be added within your company's
standard plumbing specifications to specify the use of
FlowGuard Gold' CPV[- pipe and fittings.
11 /ZU /ZUUb tu:Ds t-ut ytzzsbatzz
Unnurlrtti JUrrLY
IQ UU',! /UUq
SPECIFICATIONS
FlowGuard Gold' CPVC Pipe and
Fittings
PART 1- GENERAL
1.0 PRODUCT DESCRIPTION
FlowGuard Gold' CPVC, pipe and fittings are
extruded/molded from CPVC compounds manufactured
by Noveon. The pipe compound shall meet cell class
24448 and the fitting compound shall meet cell class
23447 as defined by ASTM 01784, Both the pipe and the
fitting compounds shall he certified by NSF International
for use with potable water.
1.1 PIPE AND FITTINGS
Pipe and fittings shall meet or exceed the requirements of
ASTM 02846.
1.2 SOLVENT C CEMENT
All socket type joints shall be assembled employing
solvent cements that meet or exceed the requirements of
ASTM F493. The standard practice for safe handling of
solvent cements shall be in accordance with ASTM F402.
Solvent cement shall be listed by NSF International for
use with potable water, and approved by the PlowGuard
Gold7 pipe and fittings manufacturers.
1.3 BASIC USE
A. FlowGuard Gold' pipe and fittings are intended
for use in hot and cold potable water distribution
systems in single and multi - family homes, apartments,
high- rises, hotel /motels, and commercial installations.
B. Water filled FlowGuard Gold' pipe and fittings
(1/2" through 2 ") tested in general accordance with
UL 723 /ASTM E 84 (NFPA 255 and UBC 8 -1) meet
the 25/50 flame and smoke requirement and shall
be permitted to be installed in return air plenums.
Test reports from a third party testing laboratory shall
he obtained and made available upon request.
atisitamwo aow
RJPE"I f•1l'7NYGS
SAMPLE SPECIFICATION*
PART 2 - PRODUCTS
2.0 MATERIALS
The piping systems shall he constructed from materials
extruded/molded by manufacturers using the Noveon
FlowGuard Gold' CPVC compound.
2.1 MANUFACTURERS
A. PIPE AND /OR FITTINGS
Bow Industrial Corp.
104 Sharron Avenue
Plattsburgh, NY 12901
(518) 561 -0190
FAx (518) 561 -6277
Charlotte Pipe and Foundry Co.
P.O. Box 35430
Charlotte, NC 28235
(704) 372 -5030
FAX (704) 348 -6450
Creslinc Plastic Pipe Co.
955 Diamond Avenue
Evansville, IN 47711
(812) 428 -9300
FAX (812) 428 -9353
B. BALL VALVES
King Bros. Industries
27781 Avenue Hopkins
Valencia, CA 91355
Phone (805) 257-3262
FAX (805) 257 -4320
Genova Products, Inc.
7034 E. Coun Street
Davison, MI 48423 -0309
(810) 744 -4500
FAX: (810) 744-1653
NISCO, Inc.
1516 Middlebury Street
Elkhart. IN 46515 -1167
Phone (800) 234 -0227
FAX (B00) 234 -0557
NIBCO, Inc.
1516 Middlebury Street
Elkhart, IN 46515 -1167
Phone (800) 234 -0227
FAX (800) 234 -0557
11/29/2006 10:53 FAX 9122363122
C. SOLVENT CEMENTS
Fry Technology
1661 Old Dixie Highway
Riviera Beach, FL 33404
Phone (561) 844 -0241
FAX (561) 848 -8958
IPS Corporation
455 West Victoria Street
Compton, CA 90220
Phone (310) 898.3300
FAX (310) 898 -3392
PART 3 — EXECUTION
SANDPIPER SUPPLY 0 004/004
Schwan.i Chemical of
Canada Ltd.
777 McKay Road
Pickerington, ON L1W 3A3
Phone (905) 683 -0411
FAX (905) 428 -2057
The Oatey Company
4700 W. 160th St.
Cleveland, 011 44135
Phone (216) 267-7100
FAX (216) 267 -6538
3.0 SYSTEM DESIGN
A. System design shall be in accordance with standard
industry practice for water distribution systems and
the manufacturer's instructions. The design shall take
into consideration such factors as pressure and flow
requirements, friction loss, operating temperatures,
support spacing, joining methods, and thermal
expansion and contraction.
B. A Hazcn - Williams C !:actor of 150 shall be used in all
hydraulic calculations.
C, The maximum design temperature/pressure rating
shall not exceed 100 psi at 180 °F (400 psi at 73 °F).
3.1 INSTALLATION PROCEDURES
Installation practices such as pipe support spacing,
bracing, allowance for thermal expansion /contraction,
solvent cementing and handling and storage shall be in
accordance with the manufacturer's instructions and this
specification.
3.2 LIMITATIONS
FlowOuard Gold' pipe and fittings are intended for use at
a maximum working pressure of 100 pal at 180 °F (400 psi
at 73 °F).
3.3 TECHNICAL DATA
A. APPLICABLE STANDARDS
L ANSI /NSF Standard 14 Plastic Piping Components and
Related Materials
2, ANSI/NSF Standard 61 Ilrinking Water System
Components -- Health Effects
3. ASTM D1784 Specification for Rigid Poly (Vinyl
ChlorideXPVC) Compounds and Chlorinated Poly
(Vinyl Chloride)(CPVC) Compounds
4. ASTM D2846 Specification for Chlorinated Poly (vinyl
Chloride) (CPVC) Plastic Hot- and Cold -Water
Distribution Systems
5. ASTM F493 Specification for Solvent Cements for
Chlorinated Poly (Vinyl Chloride) CPVC Plastic Pipe
and Fittings
6. CSA B137 CPVC Pipe, Tubing and Fittings for Hot and
Cold Water Distribution Systems
B. APPLICABLE CODES
1. DOCA, Basic Building, Mechanical Plumbing Codes
2. IAPMO, Uniform Plumbing Code
3. ICC, International Building, Mechanical and Plumbing
Codes
4. IC130, Uniform Building and Mechanical Codes
5. SBCCI, Standard Building, Mechanical and Plumbing
Codes
6. National Building Code of Canada
7. Canadian Plumbing Code
3.4 TESTING
After the system is installed and any solvent cement is
cured, the system shall be hydrostatically tested per the
manufacturer's installation instructions and the
requirements of the applicable plumbing or mechanical
code.
3.5 WARRANTY
Consult the manufacturer for specific Warranty
information.
'Not intended to be a °rand alone specification. The above
specification is intended to be added within your company's
standard plumbing specifications to specify the use of
FlowGuard Gold' CPVC pipe and fittings.
11 -28 -06
16:36
AG APJMUUPGPDPE
INTERNATIONAL
Designation: D 2846/D 2846M — 99'
1D= Yt434t3653b
P -02
An American National sea
Standard Specification for
Chlorinated Poly(Vinyl Chloride) (CPVC) Plastic Hot- and
Cold -Water Distribution Systems
This standard is issued under the fixed designation D 2846/D 2846M: the number immediately following the designation indicates the
year of original adoption or. in the case of revision, the year of last revision. A number in parentheses indicates the year of last
rcapproval. A superscript epsilon (e) indicates an editorial change since the last revision or reappmval.
This rrandarrt hat been approved fire use by agencies of she Department of Defense.
e' Nam—Table 4 was editorially collected in November 2004.
1. Scope
1.1 This specification covers requirements, test methods,
and methods of marking for chlorinated poly(vinyl chloride)
plastic hot - and cold -water distribution system components
made in one standard dimension ratio and intended for water
service up to and including 180°F (82 °C). These components
comprise pipe and tubing, socket -type fittings, street fittings,
plastic -to -metal transition fittings, solvent cements, and adhe-
sives. Requirements and methods of test are included for
materials, workmanship, dimensions and tolerances, hydro-
static sustained pressure strength, and thermocycling resis-
tance. The components covered by this specification are
intended for use in residential and commercial, hot and cold,
potable water distribution systems.
1.2 The products covered by this specification are intended
for use with the distribution of pressurized liquids only, which
are chemically compatible with the piping materials. Due to
inherent hazards associated with testing components and sys-
tems with compressed air or other compressed gases some
manufacturers do not allow pneumatic testing of their products.
Consult with specific product/component manufacturers for
their specific testing procedures prior to pneumatic testing.
Nom I— Pressurized (compressed) air or other compressed gases
contain large amounts of stored energy which present serious saftey
hazards should a system fail for any reason.
1.3 The text of this specification references notes, footnotes,
and appendixes which provide explanatory material. These
notes and footnotes (excluding those in tables and figures) shall
not be considered as requirements of the specification.
1.4 The values stated in either inch -pound or SI units are to
be regarded separately as standard. Within the text, SI units are
shown in brackets. The values stated in each system are not
exact equivalents; therefore, each system shall be used inde-
pendently of the other. Combining values from the two systems
may result in nonconformance with the specification.
This specification is under the jurisdiction of ASTM Committee F -17 on Plastic
Piping Systems and is the direct responsibility of Subcommittee F1761 on Water.
Current edition approved May 10, 1999. Published July 1999. Originally
published as D 2846 - 69 last lxeviou3 edition I) 2846 - 97.
NoTe 2— Suggested hydrostatic design stresses and hydrostatic i
sure ratings for pipe, tubing, and fittings arc listed in Appendix
Design, assembly, and installation considerations are discussed in Ap
dix X2. An Optional performance qualification and an in-plant qu
control program are recommended in Appendix X3.
1.5 The following safety hazards caveat pertains only to
test method portion, Sections 9 and 10, of this specificat
This standard does nor purport to address all of the so
concerns, if any, associated with its use. It is the responsib
of the user of this standard ro establish appropriate safety
health practices and determine the applicability of regula.
limitations prior to use,
2. Referenced Documents
2.1 ASTM Standards: 2
D 1598 Test Method for Time -to- Failure of Plastic I
Under Constant Internal Pressure
D 1599 Test Method for Short -Time Hydraulic Failure P
sure of Plastic Pipe, Thbing, and Fittings
D 1784 Specification for Rigid Poly(Vinyl Chloride) (P'
Compounds and Chlorinated Poly(Vinyl Chlori
(CPVC) Compounds
D 1898 Practice for Sampling of Plastics
D 2122 Test Method for Determining Dimensions of TI
moplastic Pipe and Fittings
D 2444 Test Method for Impact Resistance of Thermop
tic Pipe and Fittings by Means of a Top (Falling Weil
D 2837 Test Method for Obtaining Hydrostatic De;
Basis for Thermoplastic Pipe Materials
F 402 Practice for Safe Handling of Solvent Ceme
Primers, and Cleaners Used for Joining Thermoplastic F
and Fittings
F 412 Terminology Relating to Plastic Piping Systems
F 493 Specification for Solvent Cements for Chlorint
Poly(Vinyl Chloride) (CPVC) Plastic Pipe and Fitting:
' For referenced ASTM standards, visit the ASTM website. www.astm.or,
contact ASTM Customer Service at servicekastm.org. For Annual Book of A
Standards volume information. refer to the standard's Document Summary pat
the ASTM website.
Copyegnt O ASTM International, 100 Bair Harbae Drive. PO Box C700, Whet Conrhonoe5,un, PA 54428 -2 958, halted Stales
282
11 -28 -06 16:37 AGAPJMUDPGPDPE
L.77 V C,s°°
F°
. _ ... _>t
ID= 7043486535 P.03
low uard Gold°
CHARLOTTE
PIPE AND FOUNDRY COMPANY'
List Prke :Schedule CTS -806
Effective August 28, 2006
• Supersedes Price Schedule CTS -905
Possession of this Deice Iitt Shalt not be construed or an offer to :ell the products listed. FlowGuard Cold iS a reoiitered trademark of The Lubritel Carporoeion.
Charlotte and "You can't beat the system' are 'roistered tredem.rles of Charlotte pipe and Foundry Company.
t.5 19')5 -2006 LhNbter Moe And Foundry Company
» CPVC Copper Tube Size Pipe and Fittings
STRAIGHT LENGTHS PLAIN END SDR 11 CPVC COPPER TUBE SIZE PIPE ASTM D 2846
PART 1W. ...._
_
IIOM. Slit
VC f
PC PP
U6CIE
ITS
AYE. WINO
IIN. ■ GU
M. WALL
1 AR.)
ESSYQ
AT23'CSIWF
WIPER
IIIMUS.)
LIST PRILE
PER lie n.
CTS 12005
1/2" x 10'
04979
500'
2.083
12,000'
.625
.485
.068
400 PSI
8.3
$ 87.47
CTS 12005
1 /z" x 20'
04993
1,000'
5.000
24,000'
.625
.485
.068
400 PSI
8.3
S 87.47
CTS 12007
'/4" x 10'
04980
250'
2.083
6,000'
.875
.713
.080
400 PSI
13.9
S 157.83
CTS 17007
( 'I.' x 20'
05145
500'
5.000
12,000'
.875
.713
, .080
400 PSI
13.9
S 157.83
CTS 12010
1" x 10'
05146
150' (
2.083
3,600'
1.125
.921
.102
400 PSI
22.2
$ 322.28
CTS 12010
( 1" x 20'
05147
300'
5.000
7,200'
1.125
.921
.102
400 PSI
22.2
$322.28
CTS 12012
ll/." x 10'
05148
1 100
2.083
2,400'
1.375
1.125
( .125
400 PSI (
33.3
$ 478.33
CTS 12012
1t/." x 20'
05321
i 200'
j 5.000
4,800'
1.375
1.125
.125
400 PSI
33.3
$ 478.33
CTS 12015
l'h' x 10'
05150
1 60'
2.083
1,440'
1.625
1.329
Ilin
400 PSI
46.6
$ 634.40
CTS 12015
1'/z" x 20'
05306
120'
5.000
2,880'
1.625
1-329
.148
400 PSI
46.6
$ 634.40
CTS 12020
2" x 10'
05152
( 40'
2.083
960'
2.125
1.739
400 PSI
79.5
$1,073.99
CTS 12020
1r2. x 20'
05322
80'
; 5.000
1,920'
Ir 1
• M
r4-00 PSI
79.5
$1,073.99
NOTE: STRAIGHT LENGTH PIPE ARE SHIPPED IN FULL BUNDLE QUANTITY ONLY.
COILED PIPE SDR 11 COILED SDR CPVC COPPER TUBE SIZE PIPE ASTM 0 2846
PART 59.
IIIM. SUE
YPC t
RTI PEA (
UNMAN
CEIIT
STII PER
AYE. M IIWI
NOM. I IM.)
Kn. MALL
MAX Week
` PROM
WI. PER
LIST NICE
else.
Mkt
PP SKIT
SKI
MR)
. Al D' C M 73• F
Mp MEW
PER 1M TT.
CTS 12005
'12" x 150'
05313
150'
4.166
3,750'
.625
.485
.068
400 PSI
8.3
$ 103.12
CTS 12007
' /." x 100'
05314
100'
4.166
2,500'
.875
.713
.080
400 PSI
13.9
$185.91
CTS 12010
1" x 100'
10643
100'
4.166
1,200'
1.125
.921
.102
1 400 PSI
22.2
$ 366.67
CPVC piping products are net recommended Ier use with compressed air
of gases.
You can't beat the system.®
LP-CTS -806
PO BOX 35430 CHARLOTTE, NORTH CAROLINA 28235
SALES PHONE (704) 348 6450 (800) 572 4199
TECHNICAL PHONE (800) 438 6091 FAX (800> 553 1605
LITERATURE BY FAX (800) 745 9382 WWW.CHARLOTTEPIPE.COM
11 -28 -06 16 :38 AGAPJMUDPGPDPE 1D= 7043486535 P.04
•
"ECOMMENDED PRODI''T
SPECIFICATION
CHARLOTTE
PIPS ANO FOUNDRY COMPANY.
Suggested Specification
System: FlowGuard Gold® CPVC Copper Tube Size (CTS) Hot and Cold Domestic Water
Distribution System
Scope: This specification covers Copper Tube Size (CTS) CPVC manufactured to standard
dimensional ratio (SDR) 11 for hot and cold domestic water distribution. This system is
intended for pressure applications where the operating temperature will not exceed 180 °F
at 100 psi.
Specification: Pipe and fittings shall be manufactured from virgin rigid CPVC (chlorinated polyvinyl
chloride) vinyl compounds with a Cell Class of 24448 as identified in ASTM D 1784.
FlowGuard Gold CTS CPVC pipe and fittings shall conform to ASTM D 2846. Pipe and
fittings shall be manufactured as a system and be the product of one manufacturer. All
pipe and fittings shall be manufactured in the United States. Pipe and fittings shall
conform to National Sanitation Foundation (NSF) Standard 61.
Installation shall comply with latest installation instructions published by Charlotte
Pipe and Foundry and shall conform to all local plumbing, building, and fire code
requirements. Solvent weld joints shall be made using CPVC cement conforming to
ASTM F 493. Yellow one step cement may be used without primer. If a primer is required
by local plumbing or building codes, then a primer conforming to ASTM F 656 should
be used. The system shall be protected from chemical agents, fire stopping materials,
thread sealant, plasticized vinyl products, or other aggressive chemical agents not
compatible with CPVC compounds_ Systems shall be hydrostatically (water) tested after
installation. Testing with compressed air or gas is not recommended.
Referenced Standards:
ASTM D 1784 Rigid Vinyl Compounds
ASTM D 2846 CPVC Plastic Hot and Cold Water Distribution System
ASTM F 493 Solvent Cements for CPVC Pipe and Fittings
NSF Standard 61 Drinking Water System Components - Health Effects
Note: Latest revision of all standards apply.
FlowGuard Gold is a registered trademark of The Lubrizol Corporation.
15
N
A
A
L
N
F
0
A
A
0
N FRICTION LOSS AND FLOW VELOCITY FOR SDR 11 CTS CPVC THERMOPLASTIC PI
(Friction head and frict on foss are per 100 feet of pipe.)
&,
E. .
a
n
i'
s
�.
N fZ.
2."
3
3.
Head Loss
Feet of Water
Per 100 Ft.
Velocity
Feet Per Second
Pressure
Loss PSI
Per 100 Ft_
Head Loss
Feet of Water
Per 100 Ft.
Velocity
Feet Per Second
Pressure
Loss PSI
Per 100 Ft.
Head Loss
Feet of Water
Per 100 Ft.
Pressure
Loss PSI
Per 100 Ft.
Velocity
Feet Per Second
Head Loss
Feet of Water
Per 100 Ft.
Pressure
Loss PSI
Per 100 Ft.
Velocity
Feet Per Second
Head Loss
Feet of Water
Per 100 Ft.
Pressure
Loss PSI
Per 100 Ft.
n
i.
- ,
R
vr;;
n `.
a
n
2 I x
' °ny
-
8
n y.
7.
AIM
Pressure
Lass PSI
Per 100 Ft.
'/: in. I 'Ii in.
1 in.
11/4 In.
1' /: in.
1
1.71
3.19
1.381 0.80
0.50
0.22
0.48
0.15
0.06
ligi
2
3.42
11.53
5.00
1,60
1.82
0.79
0.96
0.53
0.23
3
5.13
24.43
10.59
2.40
3.85
1.67
1.44
1.12
0.49
4
6.83
41.62
18.04
3.20
6.55
2.84
1,93
1.91
0.83
5
8.54
62.91
27.27
4.00
9.91
4,29
2.41
2.89
1.25
1.61
1.09
0.47
1.16
0.49
0.21
0.68
0.1.3
0.06
6
10.25
88.18
38.23
4.79
13.89
6.02
2.89
4.05
1.76
7
11.96
117.32
50.86
5.59
18.47
8.01
3.37
5.39
2.34
8
13.67
150.23
65.13
6.39
23.66
10.26
3.85
6.90
2.99
9
15.38
186.85
81.00
7.19
29.42
12.76
4.33
8.58
3.72
10
17.08
227.11
98.45
7.99
35.76
15.50
4.82
10.43
4.52
3.23
3.94
1.71
2.31
1.75
0.76
1.35
0.49
0.21
15
11.99
75.78
32.85
7.22
22.11
9.58
4.84
8.35
3.62
3.47
3.71
1.61
2.03
1.03
0.45
20
15.98
129.11
55.97
9.63
37.67
16.33
6.46
14.23
6.17
4.63
6.33
2.74
2.70
1.76
0.76
25
ln
12.04
56.94
24.69
8.07
21.51
9.33
5.78
9.56
4.15
3.38
2.66
1.15
14.45
79.82
34.60
9.68
30.15
13.07
6.94
13.40
5.81
3.73
1.62
i
16.86
106.19
46.03
11.30
40.11
17.39
8.09
17.83
7.73
4 7
4.96
2.15
40
12.91
51.37
22.27
9.25
22.83
9.90
5.40
6.35
2.75
45
14.52
63.89
27.70
10.41
28.40
12.31
6.08
7.89
3.42
50
16.14
77.66
33.66
11.56
34.52
14.96
6.75
9.60
4.16
55
17.75
92.65
40.16
12.72
41.18
17.85
7.43
11.45
4.96
60
13.88
48.38
20.97
8.10
13.45
5.83
70
16.19
64.37
27.90
9.46
17.89
7.76
80
10.61
22.91
9.93
90
12.16
28.50
12.35
100
13.51
34.64
15.02
125
16.89
52.37
22.70
f
CAUTION: Flow velocity should rot exceed 5 feet per second. PVC and CPVC pipe cannot he used for compressed air service.
i
Inspection Report
City of Tyb+aa Island
403 Butler Avenue
P.O. Box 2749
Tybee Island, GA 31328
Phone: 785 -4573 extensions 104, 107, or 114
Fax: 786-9539
PermitNaQ'fTOI�
Owner's Name: cy-� }
Gen. Contractor: ��VI ilag- �-it
Contact Number:
Location:
Date of Inspection:
Comments:
Date Requested_
Date Needed:
S ubca ntracta r'
- lOW --4.1M
i tis v ILvN\
Type of Inspection: 710)
C
\Y‘) J71 L-Ttt
1bG
Time of Inspection:
CITY OF TYBEE ISLAND
REINSPECTION FEE - SPRINKLER
DATE ISSUED: 03 -10 -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
REINSPECTION FEE - SPRINKLER
SPRINKLER
58 & 60 CAPTAINS VIEW
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BV
GARDEN CITY GA 31408
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BV
GARDEN CITY GA 31408
P
$ 107.50
$ 0.00
PERMIT #: 060142
TOTAL BALANCE DUE: $ 30.00
It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, Tire,
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:
P. 0. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786 -5737
www.cityoftybee.org
Inspection Report
City of Tybee Island
403 Butler Avenue
P.O. Box 2 749
Tybee Island, GA 31328
Phone: 786 -4573 extensions 104, 107, or 114
Fax: 786-9539
Permit No. 06-0/41Z
Date Requested: _34(, /0(.-
Owner's Name: tiv� �- 407/( S Date Needed: - Vd.o /(9
/
Gen, Contractor: 4 7 r %„ t, j- Subcontractor: -� ., �+c (
Contact Number: 3 7
Location: 5 //, f
` Y
Date of Inspection: 3 /a ,10‘
Comments:
Type of Inspection:
/e /3 D
Inspector: 7° 6
Sj0,4/4,-
/7c PS'
Time of Inspection: / y & v
Inspection Report
City of Tybee Island
403 Butler Avenue
P.U. Box 7 749
Tybee island, GA 31328
Phone: 786 -4573 extensions 104, 107, or 114
Fax: 786 -9539
Permit Nc r— /%
3/1
Date Requested:
310
Owner's Name: Date Needed: �I /3 /
1 Kr F 7 /QL)4L F/K
Gen. Contractor: Subcontractor: P'cy e 7 /CN //V
Contact Number:
Location: Lam% a 6,4,/)7,4/A6
Date of Inspection: Type of Inspection: f /ems 4/4/1/e&)/(----
2t/ 7457_
/b
Comments:
0A-(1,1i0 L0Tltiu
3(.(ci(D �— II\SPtC -T
ra-x
Time of Inspection:
Inspection Report
City at Tybee Island
403 Butler Avenue
P.O. Box 7 749
Tybee Island, GA 31328
Phone: 786 -4573 extensions 104, 107, or 114
Fax: 786 -9539
Permit i- D(0- O!
issue e - es—
Owner's Name: i nSp.e c-f-: o r-.
Gen. Contractor:
Contact Number:
Date Requested:
Date Needed:
a//67-0-6-
l /6 o6
T1/ Q77Q hoL f=1
Subcontractor: Pon2 77.en f
Location: ,<07 14 3 0,407(,l- /W/fX4i
Date of Inspection: ;MO/ LAO Type of Inspection;
YP �j
/r 77
c /L
Comments:
pafi 17--
1-41 0 00 Pspk-elicki Fez--
Time of Inspection:
DATE ISSUED: 03 -10 -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
CITY OF TYBEE ISLAND
BUILDING PERMIT
SPRINKLER
58 & 60 CAPTAINS VIEW
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BV
GARDEN CITY GA 31408
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BV
GARDEN CITY GA 31408
P
$ 77.50
$ 0.00
PERMIT #: 060142
TOTAL BALANCE DUE: $ 77.50
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 front 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:
P. O. Box 2749 - 403 Butler Avenue, Tybee Island, Georgia 31328
(912) 786 -4573 - FAX (912) 786-5737
www.cityoftybee.org
06/30/2003 15:06 866 -786 -5737
CITY OF TYSEE ISLAND PAGE 01
CITY OF TYBEE ISLAND
INSPECTIONS DEPARTMENT
P.O. BOX 2749
TYBEE ISLAND, GA. 31328
PLUMBING INSPECTIONS PERMIT
CONTRACTOR 4:-A-) T Rgl Ti Co 4 I J/ L R� T f.- 1 / CA/ee__
��rr
CONTRACTOR' S ADDRESS 7 e `f ,0OQ� 3 ki AO "A/ L ` ' ;
JOB ADDRESS L v% 3 7 r u 'S 45
OWNER_ Ho R 42-7",:k"--, .S
WORK WILL BE READY FOR INSPECTION IA
g
doer head X Ufa = ;l 2..
5;oa
5a
1- 3 0 .00
7 7..sa
BACK
FLOW PREVENTOR
OIL OR GREASE
INTERCEPTORS
1
WATER SERVICE 1
LINES -NEW
RESIDENCE
COMMERCIAL DISP.
UP TP 1 1/2 HP
PLUGGED OR
FIX. OPENING
EACH
WATER SERVICE
LINES
REPLACEMENTS
DRAIN ROOF OR
AREA
PLUMBING
FIXTURE
EACH
,WATER
SOFTNERS
I
DRAINAGE OR VENT
PIPING
REPAIRS /ALTER
REPLACE
FIXTURE
�
OTHER
�[
FIRE PROTECTION
SPRINKLER SYS.
PER HEAD
Q�
I
RESIDENTIAL
DISPOSAL
UNIT
HOSE BIBBS WITH
OR WITHOUT
VACCUUM BREAKER
RESIDENTIAL
HOUSE SEWER
ICEMAKERS
VACCUUM
BREAKERS
LAWN SPRINKLER
SYSTEMS EACH
WATER
SERVICE
MAINS
g
doer head X Ufa = ;l 2..
5;oa
5a
1- 3 0 .00
7 7..sa
_ _ _ Fire Protection by Computer Design
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BOULEVARD
GARDEN CITY, GA 31408
912- 966 -0444
Job Name : HOGAN PROPERTIES FIRST FLOOR
Building : FIRST FLOOR
Location : LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
System : ONE
Contract : 13D06143
Data File : Hogan -1.WX1
INTERNATIONAL FIRE PROTECT i' N
HOGAN PROPERTIES FIRST FLOOR
Page 1
Date 021006
HYDRAULIC DESIGN INFORMATION SHEET
Name - HOGAN PROPERTIES Date - 02/10/06
Location - LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
Building - FIRST FLOOR System No. - ONE
Contractor - INTERNATIONAL FIRE PROTECTION, INC. Contract No. - 13D06143
Calculated By - D. BAGLEY Drawing No. - FP1 OF 3
Construction: (X) Combustible ( ) Non - Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
( )Other
( )Specific Ruling Made by Date
Listed Flow at Start Point -
Listed Pres. at Start Point -
MAXIMUM LISTED SPACING 18'
Domestic Flow Added -
Additional Flow Added -
Elevation at Highest Outlet -
Note:
17.0 Gpm System Type
12.0 Psi (X) Wet ( ) Dry
x 18' ( ) Deluge ( ) PreAction
0 Gpm Sprinkler or Nozzle
0 Gpm Make RELIABLE Model F1RES49
28' -0 "Feet Size 1/2" K- Factor 4.9
Temperature Rating 155 F
Calculation Gpm Required 35.528
Summary C- Factor Used:
Psi Required 42.898 At Test
Overhead 150 Underground 150
Water Flow Test:
Date of Test - 11/14/05
T Time of Test -
E Static (Psi) - 62
R Residual (Psi) - 45
Flow (Gpm) - 1040
S Elevation - 0
Pump Data:
Rated Cap.
@ Psi
Elev.
Other Well
Proof Flow Gpm
Tank or Reservoir:
Cap.
Elev.
P
P
L
Y
Location: AT HYDRANT #98 ON 8" CITY WATER LOOP MAIN ON CAPTAIN'S ROW
Source of Information: TYBEE ISLAND FIRE DEPARTMENT
vv��ei Juppiv L.uive ku)
INTERNATIONAL FIRE PROTECTION
I-IOGAN PROPERTIES FIRST FLOOR
Page 2
Date 021006
City Water Supply: Demand:
C1 - Static Pressure : 62 D1 - Elevation
C2 - Residual Pressure: 45 D2 - System
C2 - Residual Flow : 1040 D2 - S stem
Hose (yAdj
Hose (( Demand)
D3 - System
Safety Margin
: 4.114
Flow : 35.528
Pressure 42.898
City)
•
Demand : 35.528
: 19.070
150
140
130
P 120
R 110
E1001
S 90
S 80
U7°
R 60 �:
E 50
40
30
20
10
I
1
111
Cl
I
1
1
1
_
_ C2
D2
1
200
R
400
600 800 1000 1200 1400 1600 1800
FLOW NA1.85)
Computer Programs by Hvdratec Inc. Route 111 Windham N.H. USA 03087
r►un►ys useu �u►u►►ia►y
INTERNATIONAL FIRE PROTECTION
HOGAN PROPERTIES FIRST FLOOR
Page 3
Date 021006
Fitting Legend
Abbrev. Name
1/2 3/4
1 1% 11/2 2 21/2 3 312 4 5 6 8 10 12 14 16 18 20 24
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
N CPVC 90'Ell Harvel- Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow
Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE PROTECTS A
HOGAN PROPERTIES FIRST FLOOR
Page 4
Date 021006
le Elevation K -Fact Pt Pn Flow Density Area Press
Actual Actual Req.
D001 9.5 4.9 13.05 na 17.7 0.05 354 12.0
D002 9.5 4.9 13.05 na 17.7 0.05 354 12.0
4 9.5 K = K @ EQ01 13.57 na 17.83
1 9.5 K = K @ EQ02 13.48 na 17.7
2 9.5 14.92 na
3 9.5 31.42 na
BOR 0.0 36.28 na
TEST 0.0 42.9 na
The maximum velocity is 19 and it occurs in the pipe between nodes 2 and 3
Final Calculations - Hazen- Williams
INTERNATIONAL FIRE PROTECTivN
HOGAN PROPERTIES FIRST FLOOR
Page 5
Date 021006
yd. Qa Dia. Fitting Pipe Pt Pt
ref. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
Notes * * * * **
D001 17.70 1.101 10 5.0 1.000 13.048
to 150 0.0 5.000 0.0
EQ01 17.7 0.0543 0.0 6.000 0.326
K Factor = 4.90
Vel = 5.96
0.0
17.70 13.374 K Factor = 4.84
D002 17.70 1.101 1N 7.0 1.000 13.048 K Factor = 4.90
to 150 0.0 7.000 0.0
EQ02 17.7 0.0542 0.0 8.000 0.434 Vel = 5.96
0.0
17.70 13.482 K Factor = 4.82
4 17.83 0.874 10 3.0 5.000 13.568 K Factor @ node EQ01
to 150 0.0 3.000 0.0
2 17.83 0.1694 0.0 8.000 1.355 Vel = 9.53
0.0
17.83 14.923 K Factor = 4.62
1 17.70 0.874 10 3.0 5.620 13.482 K Factor @ node EQ02
+� 150 0.0 3.000 0.0
17.7 0.1672 0.0 8.620 1.441 Vel = 9.47
2 17.83 0.874 20 6.0 21.200 14.923
to 150 0.0 6.000 0.0
3 35.53 0.6064 0.0 27.200 16.494 Vel = 19.00
3 0.0 1.598 20 16.0 7.410 31.417
to 150 0.0 16.000 4.114
BOR 35.53 0.0321 0.0 23.410 0.752 Vel = 5.68
BOR 0.0 2.003 2G 2.593 60.370 36.283
to 150 2N 22.0 34.593 5.600 * Fixed loss = 5.6
TEST 35.53 0.0107 10 10.0 94.963 1.015 Vel = 3.62
1 Zfb 0.0
0.0
35.53 42.898 K Factor = 5.42
to
_ _ _ Fire Protection by Computer Design
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BOULEVARD
GARDEN CITY, GA 31408
912- 966 -0444
Job Name : HOGAN PROPERTIES SECOND FLOOR
Building : SECOND FLOOR
Location : LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
System : ONE
Contract : 13D06143
Data File : Hogan -2.WX2
INTERNATIONAL FIRE PROTECT,�4
HOGAN PROPERTIES SECOND FLOOR
Page 1
Date 021006
HYDRAULIC DESIGN INFORMATION SHEET
Name - HOGAN PROPERTIES Date - 02/10/06
Location - LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
Building - SECOND FLOOR System No. - ONE
Contractor - INTERNATIONAL FIRE PROTECTION, INC. Contract No. - 13D06143
Calculated By - D. BAGLEY Drawing No. - FP2 OF 3
Construction: (X) Combustible ( ) Non - Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
( )Other
( )Specific Ruling Made by Date
Listed Flow at Start Point -
Listed Pres. at Start Point -
MAXIMUM LISTED SPACING 18'
Domestic Flow Added -
Additional Flow Added -
Elevation at Highest Outlet -
Note:
17.0 Gpm System Type
12.0 Psi (X) Wet ( ) Dry
x 18' ( ) Deluge ( ) PreAction
0 Gpm Sprinkler or Nozzle
0 Gpm Make RELIABLE Model F1RES49
19' -6 "Feet Size 1/2" K- Factor 4.9
Temperature Rating 155 F
Calculation Gpm Required 36.535
Summary C- Factor Used:
T
E
R
S
P
P
L
Y
Psi Required 47.834 At Test
Overhead 150 Underground 150
Water Flow Test:
Date of Test - 11/14/05
Time of Test -
Static (Psi) - 62
Residual (Psi) - 45
Flow (Gpm) - 1040
Elevation - 0
Pump Data:
Rated Cap.
@ Psi
Elev.
Other Well
Proof Flow Gpm
Tank or Reservoir:
Cap.
Elev.
Location: AT HYDRANT #98 ON 8" CITY WATER LOOP MAIN ON CAPTAIN'S ROW
Source of Information: TYBEE ISLAND FIRE DEPARTMENT
vva�ei OUJPiy Uuivt (l.,)
INTERNATIU..AL FIRE PROTECTION
HOGAN PROPERTIES SECOND FLOOR
Page 2
Date 021006
City Water Supply: Demand:
Cl - Static Pressure : 62 D1 - Elevation
C2 - Residual Pressure: 45 D2 - System Flow
C2 - Residual Flow : 1040 D2 - S stem Pressure
Hose Adj City )
Hose Demand )
D3 - System Demand
Safety Margin
8.445
36.353
47.834
36.353
14.131
150
140
130
p 120
R 110
E100_
S 90
S 80
U 70
R 60
E50
40
30
20
10
Cl
e
_ C2
D1
200 400 600 800 1000 1200 1400 1600 1800
FLOW (NA1.85)
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
riuiilys U5CU Ouiniiiaiy
INTERNATI(.,..AL FIRE PROTECTION
HOGAN PROPERTIES SECOND FLOOR
Page 3
Date 021006
Fitting Legend
Abbrev. Name
% 3/4
1 1% 1% 2 2% 3 3% 4 5 6 8 10 12 14 16 18 20 24
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
N CPVC 90'Ell Harvel- Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE PROTECT1`.J
HOGAN PROPERTIES SECOND FLOOR
Page 4
Date 021006
"ode Elevation K -Fact Pt Pn Flow Density Area Press
Actual Actual Req.
D101 19.5 4.9 13.05 na 17.7 0.05 354 12.0
4 19.5 K = K @ EQ01 14.97 na 18.65
1 19.5 K = K @ EQ01 13.48 na 17.7
2 19.5 15.71 na
3 19.5 31.39 na
BOR 0.0 41.18 na
TEST 0.0 47.83 na
The maximum velocity is 19.44 and it occurs in the pipe between nodes 2 and 3
Final Calculations - Hazen- Williams
INTERNATIONAL FIRE PROTECTI.. .d
HOGAN PROPERTIES SECOND FLOOR
Page 5
Date 021006
.'yd.
.ef.
Point
Qa
Qt
Dia.
"CI,
Pf /Ft
Fitting
or
Eqv. Ln.
Pipe
Ftng's
Total
Pt
Pe
Pf
Pt
Pv
Pn
* * * * * ** Notes * * * * **
D101
to
EQ01
4
to
2
1
to
2
17.70
17.7
0.0
17.70
18.65
1.101
150
0.0542
IN 7.0
0.0
0.0
1.000
7.000
8.000
13.048
0.0
0.434
K Factor = 4.90
Vel = 5.96
18.65
0.0
18.65
17.70
17.7
0.874
150
0.1842
10 3.0
0.0
0.0
1.000
3.000
4.000
13.482
14.973
0.0
0.737
K Factor = 4.82
K Factor @ node EQ01
Vel = 9.97
15.710
K Factor = 4.71
0.874
150
0.1671
2
to
3
3
18.65
36.35
0.874
150
0.6327
0.0
dOR 36.35
BOR 0.0
to
TEST 36.35
1.598
150
0.0335
2.003
150
0.0111
10 3.0
0.0
0.0
20 6.0
0.0
0.0
20 16.0
0.0
0.0
2G 2.593
2N 22.0
10 10.0
1 Zfb 0.0
10.330
3.000
13.330
13.482
0.0
2.228
K Factor @ node EQ01
Vel = 9.47
18.790
6.000
24.790
15.710
0.0
15.685
Vel = 19.44
24.000
16.000
40.000
31.395
8.445
1.340
Vel = 5.81
60.000
34.593
94.593
41.180
5.600
1.054
* Fixed loss = 5.6
Vel = 3.70
0.0
36.35
47.834 K Factor = 5.26
Fire Protection by Computer Design
INTERNATIONAL FIRE PROTECTION
5578 EXPORT BOULEVARD
GARDEN CITY, GA 31408
912- 966 -0444
Job Name : HOGAN PROPERTIES THIRD FLOOR
Building : THIRD FLOOR
Location : LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
System : ONE
Contract : 13D06143
Data File : Hogan -3.wx3
INTERNATIONAL FIRE PROTECTi..A
HOGAN PROPERTIES THIRD FLOOR
Page 1
Date 021006
HYDRAULIC DESIGN INFORMATION SHEET
Name - HOGAN PROPERTIES Date - 02/10/06
Location - LOT 3 CAPTAIN'S SUBDIVISION - TYBEE ISLAND, GA
Building - THIRD FLOOR System No. - ONE
Contractor - INTERNATIONAL FIRE PROTECTION, INC. Contract No. - 13D06143
Calculated By - D. BAGLEY Drawing No. - FP3 OF 3
Construction: (X) Combustible ( ) Non - Combustible Ceiling Height VARIES
OCCUPANCY - RESIDENTIAL
S
Y
S
T
E
M
D
E
S
I
G
N
Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D
Number of Sprinklers Flowing: ( )1 (X)2 ( )4 ( )
( )Other
( )Specific Ruling Made by Date
Listed Flow at Start Point -
Listed Pres. at Start Point -
MAXIMUM LISTED SPACING 18'
Domestic Flow Added -
Additional Flow Added -
Elevation at Highest Outlet -
Note:
17.0 Gpm System Type
12.0 Psi (X) Wet ( ) Dry
x 18' ( ) Deluge ( ) PreAction
0 Gpm Sprinkler or Nozzle
0 Gpm Make RELIABLE Model F1RES49
28' -0 "Feet Size 1/2" K- Factor 4.9
Temperature Rating 155 F
Calculation Gpm Required 35.295 Psi Required 50.265 At Test
Summary C- Factor Used: Overhead 150 Underground 150
Water Flow Test: Pump Data:
Date of Test - 11/14/05 Rated Cap.
T Time of Test - @ Psi
E Static (Psi) - 62 Elev.
R Residual (Psi) - 45 Other Well
Flow (Gpm) - 1040 Proof Flow Gpm
S Elevation - 0
P Location: AT HYDRANT #98 ON 8" CITY WATER LOOP MAIN ON CAPTAIN'S ROW
P
L Source of Information: TYBEE ISLAND FIRE DEPARTMENT
Y
Tank or Reservoir:
Cap.
Elev.
VVdUCI OupplV I,UI Ve (L)
INTERNATIONAL FIRE PROTECTION
HOGAN PROPERTIES THIRD FLOOR
Page 2
Date 021006
City Water Supply:
C1 - Static Pressure
C2 - Residual Pressure
C2 - Residual Flow
Demand:
62 D1 - Elevation
45 D2 - System Flow
1040 D2 S stem Pressure
Hose Adj City )
Hose Demand )
D3 - System Demand
Safety Margin
12.127
35.2952
50.265
35.2952
11.702
150
140
130
p120_
R 110
E 100
S 90
S 80
U70
R 60
E50
40
30
20
10 0
_
'
Cl
'
D2
D1
200
400
600 800 1000 1200 1400 1600 1800
FLOW (NA1.85)
Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087
riuniys useu Ouiiinidiy
INTERNATIOu iAL FIRE PROTECTION
HOGAN PROPERTIES THIRD FLOOR
Page 3
Date 021006
Fitting Legend
Abbrev. Name
1/2 %
1 1% 1% 2 21/2 3 3% 4 5 6 8 10 12 14 16 18 20 24
G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13
N CPVC 90'Ell Harvel- Spears 7 7 7 8 9 11 12 13 0 0 0 0 0 0 0 0 0 0 0 0
O CPVC Tee - Branch 3 3 5 6 8 10 12 15 0 0 0 0 0 0 0 0 0 0 0 0
Zfb Febco 850 Fitting generates a Fixed Loss Based on Flow
Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087
Pressure / Flow Summary - STANDARD
INTERNATIONAL FIRE PROTECTILA
HOGAN PROPERTIES THIRD FLOOR
Page 4
Date 021006
de Elevation K -Fact Pt Pn Flow Density Area Press
Actual Actual Req.
D201 28.0 4.9 12.0 na 16.97 0.05 324 12.0
D202 28.0 4.9 12.0 na 16.97 0.05 324 12.0
1 28.0 K = K @ EQ02 12.4 na 16.97
2 28.0 K = K @ EQ01 14.33 na 18.32
3 28.0 23.63 na
4 28.0 28.89 na
BOR 0.0 43.68 na
TEST 0.0 50.27 na
The maximum velocity is 11.89 and it occurs in the pipe between nodes 2 and 3
Final Calculations - Hazen - Williams
INTERNATIONAL FIRE PROTECTILA
HOGAN PROPERTIES THIRD FLOOR
Page 5
Date 021006
' iyd. Qa Dia. Fitting Pipe Pt Pt
.ef. "C" or Ftng's Pe Pv
Point Qt Pf /Ft Eqv. Ln. Total Pf Pn
* * * * * ** Notes * * * * **
D201 16.97 1.101 10 5.0 1.000 12.000 K Factor = 4.90
to 150 0.0 5.000 0.0
EQ01 16.97 0.0502 0.0 6.000 0.301 Vel = 5.72
0.0
16.97 12.301 K Factor = 4.84
D202 16.97 1.101 1N 7.0 1.000 12.000 K Factor = 4.90
to 150 0.0 7.000 0.0
EQ02 16.97 0.0503 0.0 8.000 0.402 Vel = 5.72
0.0
16.97 12.402 K Factor = 4.82
1 16.97 1.101 4N 28.0 10.410 12.402 K Factor @ node EQ02
to 150 0.0 28.000 0.0
2 16.97 0.0502 0.0 38.410 1.929 Vel = 5.72
2 18.32 1.101 4N 28.0 14.790 14.331 K Factor @ node EQ01
to 150 10 5.0 33.000 0.0
3 35.29 0.1946 0.0 47.790 9.300 Vel = 11.89
3 0.0 1.101 2N 14.0 8.040 23.631
150 10 5.0 19.000 0.0
4 35.29 0.1946 0.0 27.040 5.262 Vel = 11.89
4 0.0 1.598 4N 36.0 48.000 28.893
to 150 0.0 36.000 12.127
BOR 35.29 0.0317 0.0 84.000 2.663 Vel = 5.65
BOR 0.01 2.003 2G 2.593 60.000 43.683
to 150 2N 22.0 34.593 5.583 * Fixed loss = 5.583
TEST 35.3 0.0106 10 10.0 94.593 0.999 Vel = 3.59
1 Zfb 0.0
0.0
35.30
50.265 K Factor = 4.98