Copper Fire Sprinkler Systems Guide
Copper Fire Sprinkler Systems Guide
Design Guide
FIRE
SPRINKLER
SYSTEMS
Copper, with its unique combination of economy and versatility, Introduction ............................. 2
has proven itself repeatedly in piping systems. With established NFPA Standards
solid performance, these same qualities which have made it the and Model Codes ................ 3
material of choice in other applications prove its ability for use in fire Copper’s Benefits ................... 4
sprinkler systems. Copper has long-established advantages over ■ Ease of Handling ............. 4
steel and plastics. ■ Hangers, Supports
Copper is lightweight and compact, which eases fabrication and and Fittings ................... 4
installation and saves on the space needed to install tube in con- ■ Joining Techniques ......... 5
fined areas. Copper systems can be economically fabricated by ■ Dealing with
soldering or brazing using conventional equipment or electric resis- Space Limitations ........ 5
tance tools. Joining is done with standard fittings or mechanical Performance ........................... 6
tee-pulling devices. Bending and forming of the tube is easy due to Technical Data ....................... 7
copper’s ductility. Modification and repair is simplified. In occupied ■ Tube Characteristics ...... 7
spaces the installation is clean and copper can be easily fit into ■ Friction Loss Tables ....... 8
tight spaces and around fixtures. The corrosion resistance of cop- ■ Friction Losses:
per, both external and internal, helps to maintain a neat appearance Fittings and Valves ..... 10
and provides superior flow characteristics. ■ Tube Bending Guide ..... 10
In terms of installed costs and material integrity, copper provides ■ Hanger Spacing ............ 10
a low maintenance project with excellent economy. The result is ■ Hanger Sizing ................ 10
beneficial to everyone from the contractor to the building owner. ■ Soldering and Brazing ... 11
■ Material Specifications .. 11
Figure 1. Copper fire sprinkler system in a Figure 2. Copper is very effective in residen-
commercial building being installed tial applications, such as this multi-
with electric resistance heating. family unit.
2
NFPA Standard and Model Code Acceptance
(1)
National Fire Protection Association, Batterymarch Park, Quincy, MA 02269
3
Copper’s Benefits
FPO
Sch. 10 Steel
Sch. 40 Steel
copper tube since the potential
for galvanic corrosion of the
hangers is slight, except in wet
or corrosive atmospheres, for
Sch. 40 Steel example, where special coated
sprinklers are required.
Pressure fittings are available
lbs* 2 4 6 8 in all standard tube sizes and in
a wide variety of patterns. Typi-
*Weight is based on pounds per linear foot for 2"
diameter tube and/or pipe, including water.
cally, with copper systems the
fittings are smaller than with
Figure 3. Comparative wall thicknesses and weights of steel or plastics.
copper tube vs. steel pipe.
4
fittings and soldered/brazed straight tees and grooved flange
Joining Techniques joints. (Figure 6) The mechani- adapters.
cal branch forming tool enables Finally, a copper system
Copper tube and fittings can you to produce copper tube can be tested without delay
be joined by soldering or braz- outlets from 1/2 inch to 4 inches. immediately after it has been
ing and are leak-free due to the Records show this state-of-the- completed. If a leak does occur,
positive metallic-bonded joints. art forming tool can save 10% the system can be either
Soldering and brazing are fast to 25% on site costs. drained or quick-frozen in the
and efficient methods of joining Mechanical grooved joining area of the joint and promptly
with standard torches and a offers a practical alternative to repaired.
variety of gases, facilitating high soldering and brazing copper
productivity on the job site. water tube. Grooved-end piping
There are also electric resist- systems have a proven and Dealing with Space
ance soldering hand tools reliable performance record. Limitations
which employ heating elec- This method of joining pipe has
trodes for joining tube and fit- been used on steel and iron
pipe in plumbing, HVAC, fire Buildings with Light Hazard
tings (Figure 5). The tools are Occupancies are often de-
lightweight and should be con- protection, process piping and
related applications since 1925. signed with severe mechanical
sidered when an open flame is a space limitations. Copper’s
concern. This method of mechanical join-
ing is available in a system for excellent properties not only
Another advancement in allow smaller pipes to be used
joining technology is a hand tool copper tube in sizes from 2
through 8 inches (Figure 7). (see Figure 8), but also allow
designed to enable the quick the tube to be bent to bypass
formation of outlets, thus Included are copper couplings,
45 and 90 degree elbows, obstructions if necessary.
reducing the number of tee Connections are clean and
easy and can be made in very
tight spaces. This becomes a
significant advantage in retrofit
installations. Frequently, details
of the actual construction site
may not exactly match the
drawings. Last minute design
changes may be needed. If
copper is used, job changes
are rarely a problem because
the system can be adjusted in
the field to accommodate varia-
tions from the plans. Only
changes that are within the limi-
tations of your hydraulic calcu-
Figure 5. Electric resistance hand tools are suit-
lations should be made.
able for joining copper tube.
10
15
Flow Rate (GPM)
25
50
75
100
Figure 8. Minimum Pipe/Tube OD Required for Various Flow Rates at 5 psi/100 ft. pressure drop
6
Technical Data
3
/4 0.875 0.875 0.785 0.811 0.045 0.032 0.484 0.517 0.46 0.33 0.66 0.55
1 1.125 1.125 1.025 1.055 0.050 0.035 0.825 0.874 0.66 0.47 1.01 0.84
11/4 1.375 1.375 1.265 1.291 0.055 0.042 1.257 1.309 0.88 0.68 1.43 1.25
1 /2
1
1.625 1.625 1.505 1.527 0.060 0.049 1.779 1.832 1.14 0.94 1.91 1.73
2 2.125 2.125 1.985 2.009 0.070 0.058 3.095 3.170 1.75 1.46 3.09 2.83
2 /2
1
2.625 2.625 2.465 2.495 0.080 0.065 4.773 4.890 2.48 2.03 4.54 4.14
3 3.125 3.125 2.945 2.981 0.090 0.072 6.813 6.980 3.33 2.68 6.27 5.70
4 4.125 4.125 3.905 3.935 0.110 0.095 11.978 12.163 5.38 4.66 10.56 9.83
7
2. Friction Loss Tables
Table 2. Friction Loss (psi per linear foot) for Types L and M Copper Tube with “C Factor” = 150*
3
/4" 1" 11/4" 11/2" 2" 1" 11/4" 11/2" 2" 21/2" 3" 4"
GPM L M L M L M L M L M GPM L M L M L M L M L M L M L M
1 .001 .001 31 .217 .188 .078 .070 .033 .031 .009 .008 .003 .003 .001 .001
1.5 .003 .003 .001 .001 32 .230 .200 .083 .075 .035 .033 .009 .009 .003 .003 .001 .001
2 .005 .004 .001 .001 33 .243 .212 .087 .079 .037 .035 .010 .009 .003 .003 .001 .001
2.5 .008 .006 .002 .002 .001 .001 34 .257 .224 .092 .084 .040 .037 .010 .010 .004 .003 .002 .001
3 .011 .009 .003 .003 .001 .001 35 .271 .236 .097 .088 .042 .039 .011 .010 .004 .004 .002 .001
3.5 .014 .012 .004 .003 .001 .001 .001. .001 36 .286 .248 .103 .083 .044 .041 .011 .011 .004 .004 .002 .002
4 .018 .015 .005 .004 .002 .002 .001 .001 37 .301 .261 .108 .098 .046 .043 .012 .011 .004 .004 .002 .002
4.5 .022 .019 .006 .005 .002 .002 .001 .001 38 .316 .275 .113 .103 .049 .045 .013 .012 .004 .004 .002. 002
5 .027 .023 .007 .006 .003 .002 .001 .001 39 .332 .288 .119 .108 .051 .048 .013 .014 .005 .004 .002. .002
5.5 .032 .028 .009 .008 .003 .003 .001 .001 40 .348 .302 .125 .113 .054 .050 .014 .013 .005 .005 .002 .002 .001
6 .038 .033 .010 .009 .004 .003 .002 .001 41 .364 .316 .131 .118 .056 .052 .015 .014 .005 .005 .002 .002 .001 .001
6.5 .044 .038 .012 .010 .004 .004 .002 .002 42 .380 .330 .137 .124 .059 .055 .015 .014 .005 .005 .002 .002 .001 .001
7 .051 .043 .014 .012 .005 .004 .002 .002 .001 .001 43 .397 .345 .143 .129 .061 .057 .016 .015 .006 .005 .002 .002 .001 .001
7.5 .058 .049 .016 .014 .006 .005 .002 .002 .001 .001 44 .415 .360 .149 .135 .064. 059 .017 .016 .006 .005 .002 .002 .001 .001
8 .065 .055 .018 .015 .006 .006 .003 .003 .001 .001 45 .432 .375 .155 .140 .067 .062 .017 .016 .006 .006 .003. 002 .001 .001
8.5 .073 .062 .020 .017 .007 .006 .003 .003 .001 .001 46 .450 .391 .162 .146 .069 .065 .018 .017 .006 .006 .003 .002 .001 .001
9 .081 .069 .022 .019 .008 .007 .003 .003 .001 .001 47 .468 .407 .168 .152 .072 .067 .019 .018 .007 .006 .003 .003 .001 .001
9.5 .089 .076 .024 .021 .009 .008 .004 .003 .001 .001 48 .487 .423 .175 .158 .075 .070 .019 .018 .007 .006 .003 .003 .001 .001
10 .098 .084 .027 .023 .010 .009 .004 .004. .001 .001 49 .506 .440 .182 .164 .078 .073 .020 .019 .007 .007 .003 .003 .001 .001
10.5 .107 .092 .029 .025 .011 .010 .005 .004 .001 .001 50 .525 .456 .188 .171 .081 .075 .021 .020 .007 .007 .003 .003 .001. 001
11 .117 .100 .032 .028 .011 .010 .005 .005 .001 .001 51 .545 .473 .196 .177 .084 .078 .022 .021 .008 .007 .003 .003 .001 .001
11.5 .127 .108 .035 .030 .012 .011 .005 .005 .001 .001 52 .565 .491 .203 .184 .087 .081 .023 .021 .008 .007 .003 .003 .001 .001
12 .137 .117 .037 .033 .013 .012 .006 .005 .001 .001 53 .585 .508 .210 .190 .090 .084 .023 .022 .008 .008 .003 .003 .001 .001
12.5 .148 .126 .040 .035 .015 .013 .006 .006 .002 .002 54 .605 .526 .217 .197 .093 .087 .024 .023 .008 .008 .004 .003 .001 .001
13 .159 .136 .043 .038 .016 .014 .007 .006 .002 .002 55 .626 .544 .225 .204 .096 .090 .025 .024 .009 .008 .004 .003 .001. 001
13.5 .171 .146 .047 .040 .017 .015 .007 .007 .002 .002 56 .648 .563 .232 .211 .100 .093 .026 .024 .009 .009 .004 .004 .001 .001
14 .183 .156 .050 .043 .018 .016 .008 .007 .002 .002 57 .669 .581 .240 .218 .103 .096 .027 .025 .009 .009 .004 .004 .001 .001
14.5 .195 .166 .053 .046 .019 .017 .008 .008 .002 .002 58 .691 .600 .248 .225 .106 .099 .028 .026 .010 .009 .004 .004 .001 .001
15 .208 .177 .057 .049 .020 .018 .009 .008 .002 .002 59 .713 .620 .256 .232 .110 .102 .029 .027 .010 .009 .004 .004 .001 .001
16 .234 .200 .064 .055 .023 .021 .010 .009 .003 .002 60 .736 .639 .264 .239 .113 .106 .029 .028 .010 .010 .004 .004 .001 .001
17 .262 .223 .071 .062 .026 .023 .011 .010 .003 .003 61 .759 .659 .272 .247 .117 .109 .030 .029 .011 .010 .004 .004 .001 .001
18 .291 .248 .079 .069 .028 .026 .012 .011 .003 .003 62 .782 .679 .281 .254 .120 .112 .031 .029 .011 .010 .005 .004 .001 .001
19 .321 .274 .088 .076 .031 .029 .014 .013 .004 .003 63 .805 .700 .289 .262 .124 .116 .032 .030 .011 .011 .005 .004 .001 .001
20 .353 .302 .096 .084 .035 .031 .015 .014 .004 .004 64 .829 .720 .298 .270 .128 .119 .033 .031 .012 .011 .005 .005 .001 .001
21 .387 .330 .105 .092 .038 .034 .016 .015 .004 .004 65 .853 .741 .306 .277 .131 .122 .034 .032 .012 .011 .005 .005 .001 .001
22 .422 .360 .115 .100 .041 .037 .018 .017 .005 .004 66 .878 .763 .315 .285 .135 .126 .035 .033 .012 .012 .005 .005 .001 .001
23 .458 .391 .125 .108 .045 .041 .019 .018 .005 .005 67 .902 .784 .324 .293 .139 .130 .036 .034 .013 .012 .005 .005 .001 .001
24 .495 .423 .135 .117 .048 .044 .021 .019 .005 .005 68 .927 .806 .333 .302 .143 .133 .037 .035 .013 .012 .005 .005 .001 .001
25 .534 .456 .146 .127 .052 .047 .022 .021 .006 .005 69 .953 .828 .342 .310 .147 .137 .038 .036 .013 .013 .006 .005 .001 .001
26 .574 .490 .157 .136 .056 .051 .024 .022 .006 .006 70 .979 .850 .351 .318 .151 .140 .039 .037 .014 .013 .006 .005 .001 .001
27 .616 .525 .168 .146 .060 .055 .026 .024 .007 .006 71 .873 .361 .327 .155 .144 .040 .038 .014 .013 .006 .006 .001 .001
28 .659 .562 .180 .156 .064 .058 .028 .026 .007 .0007 72 .896 .370 .335 .159 .148 .041 .039 .014 .014 .006 .006 .002 .001
29 .703 .600 .192 .167 .069 .062 .030 .028 .008 .007 73 .919 .380 .344 .163 .152 .042 .040 .015 .014 .006 .006 .002 .002
30 .748 .638 .204 .177 .073 .066 .031 .029 .008 .008 74 .942 .389 .353 .167 .156 .043 .041 .015 .014 .006 .006 .002 .002
75 .966 .399 .361 .171 .160 .044 .042 .015 .015 .007 .006 .002 .002
8
21-30 feet per second > 30 feet per second
11/4" 11/2" 2" 21/2" 3" 4" 2" 21/2" 3" 4" 3" 4"
GPM L M L M L M L M L M L M GPM L M L M L M L M GPM L M L M
76 .409 .370 .175 .164 .046 .043 .016 .015 .007 .006 .002 .002 260 .444 .418 .154 .146 .065 .061 .016 .016 710 .417 .393 .105 .102
77 .419 .379 .180 .168 .047 .044 .016 .015 .007 .006 .002 .002 270 .476 .449 .166 .156 .070 .066 .018 .017 720 .428 .403 .108 .104
78 .429 .389 .184 .172 .048 .045 .017 .016 .007 .007 .002 .002 280 .509 .480 .177 .167 .075 .070 .019 .018 730 .439 .413 .111 .107
79 .439 .398 .189 .176 .049 .046 .017 .016 .007 .007 .002 .002 290 .543 .512 .189 .178 .079 .075 .020 .019 740 .450 .424 .114 .110
80 .450 .407 .193 .180 .050 .047 .017 .016 .007 .007 .002 .002 300 .578 .545 .201 .190 .085 .080 .021 .021 750 .461 .435 .117 .112
81 .460 .417 .197 .184 .051 .048 .018 .017 .008 .007 .002 .002 310 .614 .579 .214 .202 .090 .085 .023 .022 760 .473 .445 .120 .115
82 .471 .426 .202 .188 .052 .049 .018 .017 .008 .007 .002 .002 320 .651 .614 .227 .214 .095 .090 .024 .023 770 .484 .456 .123 .118
83 .481 .436 .207 .192 .054 .051 .019 .018 .008 .007 .002 .002 330 .689 .650 .240 .226 .101 .095 .026 .025 780 .496 .467 .125 .121
84 .492 .446 .211 .197 .055 .052 .019 .018 .008 .008 .002 .002 340 .729 .687 .254 .239 .107 .101 .027 .026 790 .508 .478 .128 .124
85 .503 .456 .216 .201 .056 .053 .020 .018 .008 .008 .002 .002 350 .769 .725 .268 .252 .113 .106 .028 .027 800 .520 .490 .131 .127
86 .514 .466 .221 .206 .057 .054 .020 .019 .008 .008 .002 .002 360 .810 .764 .282 .266 .119 .112 .030 .029 810 .532 .501 .135 .130
87 .525 .476 .225 .210 .059 .055 .020 .019 .009 .008 .002 .002 370 .852 .804 .297 .280 .125 .118 .032 .030 820 .544 .513 .138 .133
88 .536 .486 .230 .214 .060 .056 .021 .020 .009 .008 .002 .002 380 .895 .844 .312 .294 .131 .124 .033 .032 830 .556 .524 .141 1.36
89 .548 .496 .235 .219 .061 .058 .021 .020 .009 .008 .002 .002 390 .939 .886 .327 .308 .138 .130 .035 .034 840 .569 .536 .144 .139
90 .559 .506 .240 .224 .062 .059 .022 .020 .009 .009 .002 .002 400 .984 .928 .343 .323 .144 .136 .036 .035 850 .581 .548 .147 .142
91 .571 .517 .245 .228 .064 .060 .022 .021 .009 .009 .002 .002 410 .972 .359 .338 .151 .142 .038 .037 860 .594 .560 .150 .145
92 .582 .527 .250 .233 .065 .061 .023 .021 .010 .009 .002 .002 420 .375 .354 .158 .149 .040 .038 870 .607 .572 .154 .148
93 .594 .538 .255 .238 .066 .062 .023 .022 .010 .009 .002 .002 430 .392 .369 .165 .155 .042 .040 880 .620 .584 .157 .151
94 .606 .549 .260 .242 .068 .064 .024 .022 .010 .009 .003 .002 440 .409 .385 .172 .162 .044 .042 890 .633 .596 .160 .154
95 .618 .560 .265 .247 .069 .065 .024 .023 .010 .010 .003 .002 450 .426 .402 .179 .169 .045 .044 900 .646 .609 .164 .158
96 .630 .571 .270 .252 .070 .066 .024 .023 .010 .010 .003 .003 460 .444 .419 .187 .176 .047 .046 910 .659 .622 .167 .161
97 .642 .582 .276 .257 .072 .068 .025 .024 .010 .010 .003 .003 470 .462 .436 .194 .183 .049 .047 920 .673 .634 .170 .164
98 .655 .593 .281 .262 .073 .069 .025 .024 .011 .010 .003 .003 480 .480 .453 .202 .190 .051 .049 930 .686 .647 .174 .167
99 .667 .604 .286 .267 .074 .070 .026 .024 .011 .010 .003 .003 490 .499 .470 .210 .198 .053 .051 940 .700 .660 .177 .171
100 .679 .615 .292 .272 .076 .071 .026 .025 .011 .010 .003 .003 500 .518 .488 .218 .205 .055 .053 950 .714 .673 .181 .174
105 .744 .674 .319 .297 .083 .078 .029 .027 .012 .011 .003 .003 510 .537 .507 .226 .213 .057 .055 960 .728 .686 .184 .177
110 .811 .734 .348 .324 .090 .085 .031 .030 .013 .012 .003 .003 520 .557 .525 .234 .221 .059 .057 970 .742 .699 .188 .181
115 .880 .797 .378 .352 .098 .093 .034 .032 .014 .014 .004 .004 530 .577 .544 .243 .229 .061 .059 980 .756 .713 .191 .184
120 .952 .862 .409 .381 .106 .100 .037 .035 .016 .015 .004 .004 540 .597 .563 .251 .237 .064 .061 990 .771 .726 .195 .188
125 .930 .441 .411 .114 .108 .040 .038 .017 .016 .004 .004 550 .618 .583 .260 .245 .066 .063 1000 .785 .740 .199 .191
130 .474 .441 .123 .116 .043 .040 .018 .017 .005 .004 560 .639 .602 .269 .253 .068 .065
135 .508 .473 .132 .124 .046 .043 .019 .018 .005 .005 570 .660 .622 .278 .262 .070 .068 * Based on
Hazen-Williams formula:
140 .543 .506 .141 .133 .049 .046 .021 .019 .005 .005 580 .682 .643 .287 .270 .073 .070
4.52 Q1.85
145 .580 .540 .151 .142 .052 .049 .022 .021 .006 .005 590 .704 .663 .296 .279 .075 .072 P=
C 1.85 d 4.87
150 .617 .575 .160 .151 .056 .053 .023 .022 .006 .006 600 .726 .684 .305 .288 .077 .074
* Where:
160 .696 .648 .181 .170 .063 .059 .026 .025 .007 .006 610 .748 .705 .315 .297 .080 .077
P= friction loss, psi
170 .778 .725 .202 .191 .070 .066 .030 .028 .007 .007 620 .771 .727 .324 .306 .082 .079
per linear foot
180 .865 .806 .225 .212 .078 .074 .033 .031 .008 .008 630 .794 .749 .334 .315 .085 .081 Q= flow, g.p.m.
190 .956 .891 .248 .234 .086 .082 .036 .034 .009 .009 640 .818 .771 .344 .324 .087 .084 d = average I.D.,
200 .979 .273 .257 .095 .090 .040 .038 .010 .010 650 .842 .793 .354 .334 .090 .086 in inches
C= constant, 150
210 .299 .282 .104 .098 .044 .041 .011 .011 660 .866 .816 .364 .343 .092 .089
220 .326 .307 .113 .107 .048 .045 .012 .012 670 .890 .839 .374 .353 .095 .091
230 .354 .333 .123 .116 .052 .049 .013 .013 680 .915 .863 .385 .363 .097 .094
240 .383 .361 .133 .126 .056 .053 .014 .014 690 .940 .886 .395 .372 .100 .096
250 .413 .389 .144 .135 .060 .057 .015 .015 700 .965 .910 .406 .383 .103 .099
9
3. Friction Losses: Fittings and Valves
Table 3. Pressure Loss in Fittings and Valves Expressed as Equivalent Length of Tube, feet.
Fittings Valves
Fitting Size Standard Ells 90° Tees Coupling Ball Gate Btfly Check
(inches) 90° 45° side straight
branch run
/4
3
2 0.5 3 – – – – – 3
1 2.5 1 4.5 – – 0.5 – – 4.5
11/4 3 1 5.5 0.5 0.5 0.5 – – 5.5
11/2 4 1.5 7 0.5 0.5 0.5 – – 6.5
2 5.5 2 9 0.5 0.5 0.5 0.5 7.5 9
21/2 7 2.5 12 0.5 0.5 – 1 10 11.5
3 9 3.5 15 1 1 – 1.5 15.5 14.5
31/2 9 3.5 14 1 1 – 2 – 12.5
4 12.5 5 21 1 1 – 2 16 18.5
Notes: The equivalent length values above are actual values for copper fittings based on a C factor of 150 in the Hazen-Williams friction
loss formula. They are actual values and need not be increased by the correction factor of 1.51 as indicated in NFPA 13 to translate
values developed for fittings with a C factor of 120. The lengths shown are rounded to the nearest half foot.
6. Hanger Sizing
3
/4 0.875 /2 or 3/4
1
0.840 or 1.050
1 1.125 3
/4 or 1 1.050 or 1.315
11/4 1.375 1 1.315
11/2 1.625 11/4 1.660
2* 2.125 2 2.375
* Above 2-inch, use the same SPS hanger size as the tube size.
10
Table 7. Typical Consumption of Solder per 100 Joints
7. Soldering and Brazing
Information Tube
Size /4
3
1 11/4 11/2 2 21/2 3 4
(inches)
NFPA 13, 13D and 13R rec-
ognize the use of 95-5 tin-anti- Solder*
0.60 0.90 1.1 1.5 2.4 3.2 4.3 7.5
mony solder for the joining of (pounds)
wet-pipe copper fire sprinkler *Pounds per 100 joints includes an allowance of 100% to cover wastage
systems. 1 and loss for tube sizes up to 2 inches and 25% for 21/2 inches and larger.
For all copper systems, Flux requirements are usually 2 ounces per pound of solder.
NFPA 13 recognizes the use of
filler metals for brazing which
withstand higher temperatures. CAUTION
NFPA 13 allows the use of Careless workmanship, especially during flux application, can result in
corrosion of tube and sprinkler heads long after the sprinkler system has
BCuP-3 and BCuP-4 brazing been installed. If excessive flux is used, the residue inside the tube can
filler metals. For more informa- cause corrosion. In an extreme case, such residual flux can actually lead to
tion, refer to AWS A5.8, perforation through the tube wall causing leakage. To guard against this
(“Specification for Brazing danger, it is important to follow the correct joining procedures as stated in the
Filler Metal”).* ASTM B 828.
Excellent results are attained
in using a non-aggressive sol-
dering or brazing flux which 8. Material Specifications
should be applied sparingly in a
thin, even coating to both tube Table 8. Specifications for Tube, Fittings, Solder and
and fitting. The fluxes best Brazing Alloys and Flux
suited for soldering copper and
copper alloy tube should meet
the requirements of ASTM B Materials Applicable Specification
or Standard
813. The fluxes used in brazing
are different in composition to TUBE:
soldering fluxes and can not be Seamless Copper Tube ASTM B 75
used interchangeably.
Seamless Copper Water Tube ASTM B 88
(Type K, L and M)
1. To consistently make satisfactory
soldered joints, follow the sequence General Requirements for ASTM B 251
of joint preparation and operations Wrought Seamless Copper and
prescribed in ASTM Standard Practice Copper-Alloy Tube
B 828.
Copper Drainage Tube ASTM B 306
(DWV)
FITTINGS:
Cast Copper Alloy Solder Joint ASME B 16.18
References Pressure Fittings
ANSI: American National Standards Wrought Copper and Copper Alloy ASME B 16.22
Institute, Inc. 1819 L Street NW Solder Joint Pressure Fittings
Washington, DC 20036.
Cast Copper Alloy Pipe Flanges and ASME B 16.24
ASME: The American Society of Flanged Fittings
Mechanical Engineers,
3 Park Avenue,
JOINING MATERIALS:
New York, NY 10016-5990. Brazing Filler Metal ANSI/AWS A 5.8
(Classification BCuP-3 or BCuP-4)
ASTM: American Society for Testing and
Materials, 100 Barr Harbor Dr., Solder Metal ASTM B 32
West Conshohocken, (95-5 Tin-Antimony, Alloy Grade Sb5)
PA 19428-2959.
Standard Specification for Liquid and ASTM B 813
*AWS: American Welding Society, Paste Fluxes for Soldering of Copper
550 N.W. LeJeune Road and Copper Alloy Tube.
Miami, FL 33126.
Standard Practice for Making Capillary ASTM B 828
Joints by Soldering of Copper and
Copper Alloy Tube and Fittings
11
RELEVANT COPPER DEVELOPMENT ASSOCIATION
LITERATURE
Residential Fire Sprinkler Systems (A4010)
Copper vs. CPVC for Automatic
Fire Sprinkler Systems (A4026)
The Copper Tube Handbook (A4015)
Copper Tube Sizing Calculator and Handbook (A4005)
Guide Specifications on Plumbing (A4018)
Soldering and Brazing Copper Tube and Fittings (A1143)
Application Bulletins — Copper Fire Sprinkler Systems:
Pelican Bay Apartments, Mesa, Arizona (410/5)
Peabody Court Hotel, Baltimore, Maryland (405/4)
Wanamaker House Apartments, Philadelphia,
Pennsylvania (406/4)
Stone Creek Apartments, Tyler, Texas (404/4)
Phoenix Municipal Building: Copper Installation (4014)
Contractor Finds Copper System Saves
More than Just Pennies (4043)
NOTICE: This Design Guide has been prepared for the use of professional
engineers and fire sprinkler system designers and installers. It has been compiled
from information supplied by testing, research, manufacturing, standards and
consulting organizations that Copper Development Association Inc. believes to be
competent sources for such data. However, recognizing that each fire sprinkler
system must be engineered to meet particular circumstances, CDA assumes no
responsibility or liability of any kind whatsoever in connection with this Design Guide
or its use by any person or organization and makes no representations or
warranties of any kind hereby.