{"id":140,"date":"2022-05-18T18:30:44","date_gmt":"2022-05-18T22:30:44","guid":{"rendered":"https:\/\/opentextbc.ca\/plumbing3b\/chapter\/describe-sizing-for-the-building-water-supply-system\/"},"modified":"2022-09-07T11:49:19","modified_gmt":"2022-09-07T15:49:19","slug":"describe-sizing-for-the-building-water-supply-system","status":"publish","type":"chapter","link":"https:\/\/opentextbc.ca\/plumbing3b\/chapter\/describe-sizing-for-the-building-water-supply-system\/","title":{"raw":"Learning Task 2","rendered":"Learning Task 2"},"content":{"raw":"The proper sizing and installation of potable water distribution systems in residential and small commercial applications is critical to proper operation of the plumbing fixtures and equipment installed within the building. The potable water system must be capable of meeting the <strong><em>peak water supply demands<\/em><\/strong> of the connected fixtures and appliances. Each fixture or appliance requires a <strong><em>minimum supply pressure<\/em><\/strong> and <strong><em>flow rate<\/em><\/strong>; if the system fails to maintain these conditions, the fixture or appliance may not adequately perform its intended function. An undersized cold water pipe to a washroom group of fixtures could lead to an excessive <strong><em>pressure drop<\/em><\/strong> upon operation of a water closet, which could lead to an adjacent shower valve suddenly being starved of cold water, which could lead to scalding. Similarly, an excessive pressure drop due to flow to other fixtures could lead to a flush valve fixture failing to function properly.\n<h1>Terminology<\/h1>\n<h2>Peak Water Supply Demands<\/h2>\nEach fixture, device, or appliance is given a fixture unit value, referred to as a water supply fixture unit to differentiate from DWV fixture units. The peak demand flow is the total of all the fixture unit values if all fixtures were used at once, including any additional load for a fire sprinkler system, irrigation system or any other demands on water service.\n<h2>Minimum Supply Pressure<\/h2>\nEvery building water distribution system will have one fixture that requires more pressure than the others to operate correctly. This fixture is referred to as the \u201cgoverning fixture.\u201d The BCPC Sentence 2.6.3.1. (1) states that the \u201cwater distribution systems shall be designed to provide peak demand flow when the flow pressures at the supply openings conform to the plumbing supply fitting manufacturer\u2019s specifications.\u201d This means that the plumber must determine the minimum pressure required for the governing fixture by using the manufacturer\u2019s specifications.\n\nIn past BC Plumbing Codes, the minimum pressure for common fixtures was listed on Table 2.6.3.2.-A along with the fixture unit load. In previous codes, fixtures such as clothes washers, dishwashers and direct flush valves required a minimum flow pressure of 15 psi (approximately 105 kPa) at the fixture to operate properly. Therefore, when the manufacturer\u2019s specifications cannot be used \u2013 because the make and model of the fixture are unknown, for example \u2013 the plumber should still use 15 psi (approximately 105 kPa) when calculating water pipe sizing.\n<h2>Pressure Drop<\/h2>\nPressure drop in a water supply system is difference between pressure at the upstream end of a pipe and the pressure delivered to a fixture of device. Pressure loss will occur in water pipe due several factors, including:\n<ul>\n \t<li>The type of pipe material<\/li>\n \t<li>The age of the pipe<\/li>\n \t<li>The size of the pipe<\/li>\n \t<li>The number and type of fittings<\/li>\n \t<li>The velocity of the water<\/li>\n \t<li>The temperature of the water<\/li>\n<\/ul>\nPressure drop is pressure loss due to friction, or friction loss, and is anticipated by designers and can be accommodated in the pipe sizing process. Although friction loss was previously discussed during the selection of circulator pumps for DHWR systems, it will be covered again as the size of water supply piping is dependent on the friction created by the piping material. For example, water flowing through a relatively large, smooth pipe at low velocity has laminar, or a smooth, streamlined flow. At the other extreme, when the pipe is small in diameter with a rough interior, and the velocity of the water is high, the flow is turbulent. Laminar flow produces little friction, while turbulent flow can produce considerable friction.\n\nFriction loss in water piping is also referred to as head loss due to the fact that the friction loss is equated to the loss of pressure measured in feet [JG1]\u00a0per 100 feet of piping material being used. It is important to note that flow rates substantially increase the head loss within the piping system. Head loss or friction loss increases as pipe ages and internal wall conditions of the piping material change.\n<h2>Flow Rate<\/h2>\nFlow rate is the volume of water delivered to a fixture of device. Flow rate is dependent on water velocity and the size of the pipe. The following formula shows the relationship between flow rate, pipe size and water velocity.\n\nQ = A \u00d7 V\n\nWhere:\n<ul>\n \t<li>Q = Quantity (flow rate in cubic feet per sec)<\/li>\n \t<li>A = Area of the pipe in square feet (this is the size of the pipe)<\/li>\n \t<li>V = Velocity of the water in feet per sec.<\/li>\n<\/ul>\nA steady rate of flow means that equal quantities of water flow past every point in the system during a given period of time. This means that in a water distribution system design using larger pipes upstream, and smaller pipes as the fixture unit load decreases, the velocity of the water in the pipes will be different. To have the same amount of water flow through a small pipe as through a larger pipe in the same length of time, the velocity will have to increase. The designer needs to ensure the velocity of the water in the piping system does not exceed the manufacturer\u2019s limits. The maximum velocity will be different for different materials, as well as for different water temperatures.\n<h3>Water conservation<\/h3>\nThe BC Plumbing Code lists the maximum flow rates for lavatory supply fittings, kitchen supply fittings, and shower heads in Table 2.2.10.6. Water usage per flush cycle for water closets is listed in Table 2.6.1.6 of the BCPC. Many municipalities have chosen to introduce their own water conservation bylaws and require more restrictive water use measures. Different building construction methods such as LEED, Passive House Design, BC Step Code also require more restrictive water use.\n<h2>Water Velocity<\/h2>\nSince the BC Plumbing Code Sentence 2.6.3.5. (1) simply states that the maximum permitted water velocities shall be those recommended by the pipe and fitting manufacturer, the table below has been compiled to show the water velocity limits for common water distribution system materials.\n<h3>Recommended water velocity limits for common water distribution system materials<\/h3>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 1a Recommended water velocity limits for PEX (Aquapex\u00ae)<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">3.0 mps\/10 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">1.5 mps\/5 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">DHW Recirculation system (recommended)<\/td>\n<td style=\"width: 50%;\">0.6 mps\/2 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 1b Recommended water velocity limits for Copper<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">1.5 mps\/5 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">0.9 \u2013 1.2 mps\/3 \u2013 4 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">DHW Recirculation system (recommended)<\/td>\n<td style=\"width: 50%;\">0.6 mps\/2 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 1c Recommended water velocity limits for CPVC (Aquarise\u00ae)<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 1d Recommended water velocity limits for PP (Aquatherm\u00ae) \u00bd to 8 inch sizes<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%; height: 54px;\" border=\"0\"><caption>Table 1e Recommended water velocity limits for stainless steel and Ductile iron (all temperatures)<\/caption>\n<tbody>\n<tr style=\"height: 18px;\">\n<th style=\"width: 50%; height: 18px;\" scope=\"col\">Material<\/th>\n<th style=\"width: 50%; height: 18px;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 50%; height: 18px;\">Stainless steel<\/td>\n<td style=\"width: 50%; height: 18px;\">2.0 mps\/6.5 fps<\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 50%; height: 18px;\">Ductile iron<\/td>\n<td style=\"width: 50%; height: 18px;\">4.3 mps\/14 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h1>Building Water Supply System Design Considerations<\/h1>\nThe BCPC Subsection 2.6.3. Size and Capacity of Pipes introduces the designer to some important information regarding pipe sizing for potable water service pipes and water distribution systems.\n\nOf particular importance is Sentence 2.6.3.1.(2), which states that \u201cpotable water systems shall be designed, fabricated and installed in accordance with good engineering practice, such as that described in the ASHRAE Handbooks and ASPE Data Books.\u201d This Sentence refers to Note A-2.6.3.1.(2) in the Notes to Part 2. The Note lists several documents that are considered good engineering practice in the field of potable water systems, but adds an alternative method. The alternative to a detailed engineering design method is to use Table A-2.6.3.1.(2)-A (Small Commercial Building Method) and Table A-2.6.3.1.(2)-F (Average Pressure Loss Method).\n\nThe BCPC allows for another method of pipe sizing described in Sentence 2.6.3.4.(5), which states: \u201cWhere both hot and cold water is supplied to fixtures in residential buildings containing one or two dwelling units or row houses with separate water service pipes, the water system may be sized in accordance with Table 2.6.3.4.\u201d\n\nInterpreting this information, it can be concluded the BCPC allows for four methods of sizing the building water supply system:\n<ul>\n \t<li>Simplified method for buildings containing one or two dwelling units or row houses with separate water services<\/li>\n \t<li>Small commercial building method<\/li>\n \t<li>Average pressure loss method<\/li>\n \t<li>Detailed engineering design method<\/li>\n<\/ul>\nEach of these methods has a similar process to go through to come up with the minimum pipe size for each section of a water supply system. Depending on the building type, the plumber could use any of the methods, but is unlikely to use the detailed engineering design. The detailed engineering design method allows designers like engineers to use design standards that aren\u2019t readily available to a plumber. To help plumbers use the sizing methods in the BCPC, the Notes to Part 2 section goes through a sizing example for each method.\n<ul>\n \t<li>Note A-2.6.3.1.(2) goes through the Method for Small Commercial Buildings\u2019, as well as the Average Pressure Loss Method.<\/li>\n \t<li>Note A-2.6.3.4.(5) covers sizing using the simplified method<\/li>\n<\/ul>\nInformation to help understand water supply system pipe sizing diagrams and drawings is required. The topics on the list below will be explained in more detail in this section.\n<ul>\n \t<li>Common abbreviations and terminology used on water pipe sizing diagrams<\/li>\n \t<li>BC Plumbing Code Table 2.6.3.2.-A\n<ul>\n \t<li>Water supply fixture unit definition<\/li>\n \t<li>Fixture or Device column<\/li>\n \t<li>Minimum Size of Supply Pipe, inches<\/li>\n \t<li>Private Use Hydraulic Load, fixture units and Public Use Hydraulic Load, fixture units<\/li>\n \t<li>Cold, Hot, Total columns<\/li>\n<\/ul>\n<\/li>\n \t<li>Direct flush valve WSFU values<\/li>\n \t<li>Table 2.6.3.2.-D<\/li>\n \t<li>Developed length<\/li>\n \t<li>Pressure loss\/gain due to elevation<\/li>\n \t<li>Pressure loss due to friction<\/li>\n \t<li>Minimum pressure required<\/li>\n \t<li>Maximum design velocity for piping material<\/li>\n<\/ul>\n<h2>Common Abbreviations and Terminology Used on Diagrams<\/h2>\n<strong>WSP<\/strong> - for the Water Service Pipe. This pipe conveys water from a public or private water system into the building.\n\n<strong>WDP<\/strong> - for the Water Distribution Pipe. This pipe conveys water from the WSP to the fixtures or devices. These pipes can be further described by the abbreviation <strong>HWDP<\/strong> for hot water piping, and <strong>CWDP<\/strong> for cold water piping.\n\n<strong>SP - <\/strong>for Supply Pipe. This pipe is part of the water distribution system that supplies a single fixture. This is the WDP that usually protrudes through the floor or wall, and to which a shut-off valve or tail piece adapter is attached.\n\n<strong>Tailpiece or Connector<\/strong> - This component is a flexible connector that conveys water from the Supply Pipe to the fixture\n\n<span style=\"text-decoration: underline;\"><strong>Common fixture abbreviations:<\/strong><\/span>\n<ul>\n \t<li>BT = Bathtub<\/li>\n \t<li>CW - Clothes Washer<\/li>\n \t<li>DW = Dish Washer<\/li>\n \t<li>FU = Fixture Unit<\/li>\n \t<li>HB = hose bibb<\/li>\n \t<li>HWH = Hot Water Heater<\/li>\n \t<li>KS = Kitchen Sink<\/li>\n \t<li>Lav = Lavatory<\/li>\n \t<li>LT = Laundry Tray<\/li>\n \t<li>FTWC = Flush Tank Water Closet<\/li>\n<\/ul>\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"624\"]<img class=\"size-full wp-image-123\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45.png\" alt=\"\" width=\"624\" height=\"154\"> Figure 1 An example of a simple piping layout using some common abbreviations[\/caption]\n<h2>BC Plumbing Code Table 2.6.3.2.-A<\/h2>\nPlumbers and building water supply system designers need to determine the quantity of potable water that will be used by each fixture or device that is installed in the building. The BCPC Table 2.6.3.2.-A, Sizing of Water Distribution Systems, is an extensive list of fixtures and devices that require domestic water. To use the table, the plumber needs to interpret the column headings correctly to ensure the correct WSFU value is selected. The table headings and table values are described here.\n<h3>Water supply fixture unit (WSFU)<\/h3>\nThe Code defines a fixture unit (as applying to water distribution systems) as the unit of measure based on the rate of supply, time of operation and frequency of use of a fixture or outlet that expresses the hydraulic load that is imposed by that fixture or outlet on the supply system. Since the term fixture unit is also used in the DWV system, the abbreviation WSFU is commonly used to indicate water supply fixture units.\n\nThe purpose of having fixture units is to ensure that every designer using the BC Plumbing Code for water supply system pipe sizing is using the same values for fixtures or devices. This will reduce the probability of inappropriate assumptions regarding hydraulic loads, which reduces the probability of undersized water supply system piping.\n\nTable 2.6.3.2.-A is used to determine the WSFU load for most fixtures and devices. However, a note located below the table, refers the designer to Table 2.6.3.2.-D. for fixtures not indicated in Table 2.6.3.2.-A. Using these two tables, it is possible to come up with a WSFU load for almost every fixture or device.\n<h3>Fixture or device<\/h3>\nA fixture is defined in the BCPC as a receptacle, appliance, apparatus or other device that discharges sewage or clear-water waste and includes a floor drain, while a device is defined as a piece of equipment or a mechanism designed to serve a special purpose or perform a special function\n\nMost fixtures and devices that use potable water are listed on BCPC Table 2.6.3.2.-A. Some fixtures have different designs that change their WSFU value, so will have multiple rows on the table. An example of a fixture with multiple rows is a sink:\n<ul>\n \t<li>Sink, bar<\/li>\n \t<li>Sink, clinic service faucet<\/li>\n \t<li>Sink, clinic service wit h direct flush valve<\/li>\n \t<li>Sink, kitchen commercial, per faucet<\/li>\n \t<li>Sink, kitchen domestic, 8.3 LPM<\/li>\n \t<li>Sink, kitchen domestic, greater than 8.3 LPM<\/li>\n \t<li>Sink, laboratory<\/li>\n \t<li>Sink, laundry (1 or 2 compartments)<\/li>\n \t<li>Sink, service or mop basin<\/li>\n \t<li>Sink, washup<\/li>\n<\/ul>\nThe plumber or designer needs to accurately determine the design of fixtures to ensure the correct WSFU value is selected from the table.\n\nNote that the \u201cBathroom Group\u201d (BG) fixture load options on Table 2.6.3.2.-A may be acceptable, but adds complexity to design. When using the BG WSFU loads, it is important to know that the value on the table is based on a \u00bd-inch size bathtub supply pipe. If a bathtub with a larger load is installed, the BG load may not work. Also, the three standard fixtures that make up a BG are a water closet, lavatory and bathtub. If an additional fixture is installed so there are more than the three standard fixtures, the additional fixture load must be added to the bathroom group.\n\nNote that the hydraulic load of urinals and water closets with direct flush valves shall be the number of fixture units listed in Tables 2.6.3.2.-B and 2.6.3.2.-C. of the BCPC. There is an example of these tables and interpreting the decreasing values later in this content.\n<h3>Minimum size of supply pipe, inches<\/h3>\nA supply pipe is the water distribution pipe that delivers water to only one fixture or device. Table 2.6.3.2.-A lists the size of the supply pipe for individual fixtures or devices, even allowing [latex]\\dfrac{3}{8}[\/latex] inch size for some. The table uses inside diameter (ID) sizes which means the [latex]\\dfrac{3}{8}[\/latex] inch pipe listed is actually [latex]\\dfrac{1}{2}[\/latex] inch outside diameter (OD). This size pipe is not a common pipe size for plumbers. The smallest diameter commonly used for water distribution systems is [latex]\\dfrac{5}{8}[\/latex] inch OD, which plumbers refer to as [latex]\\dfrac{1}{2}[\/latex] inch copper pipe.\n<h3>Private use hydraulic load, fixture units and public use hydraulic load, fixture units<\/h3>\nThe table uses the terms \u201cprivate use\u201d and \u201cpublic use\u201d fixtures to differentiate between the type of use in different buildings. This means the plumber must decide which column to use when determining WSFU values.\n<ul>\n \t<li>Private use means fixtures in residences and apartments, in private bathrooms of hotels, and in similar installations in other buildings for one family or an individual.<\/li>\n \t<li>Public use means fixtures in general washrooms of schools, gymnasiums, hotels, bars, public comfort stations and other installations where fixtures are installed so that their use is unrestricted.<\/li>\n<\/ul>\n<h3>Cold, hot, total columns<\/h3>\nFixtures can be supplied by cold water only, such as water closets and urinals, or can be supplied by hot water only, such as dishwashers, but many fixtures are supplied by both cold and hot water. The table has separate columns for cold and hot WSFU values, but these columns are only used when completing a detailed engineering design method. Plumbers will therefore only use the column indicating the total WSFU value for each fixture.\n\nThe plumber must not combine the WSFU load from the cold with the WSFU load from the hot as this would \u201cdouble count\u201d the WSFU load. The combined load at the fixture or device is determined by the maximum load at the spout, or the opening the water flows through at the fixture or device.\n\nAn example of the WSFU load for a public use lavatory, with greater than 8.3 LPM of flow, is shown in the figure below.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"511\"]<img class=\"size-full wp-image-124\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46.png\" alt=\"\" width=\"511\" height=\"312\"> Figure 2 TOTAL fixture load at the fixture spout[\/caption]\n\nFor this example, if only the cold water was turned on the spout would allow 2 WSFU of flow, and if only the hot water was turned on the spout would allow 2 WSFU of flow. If both the cold and hot water were turned on the spout would still only allow 2 WSFU of flow, some from the cold and some from the hot.\n\nAn example of a simple building water distribution system is shown below. The sketch shows the piping layout and the location of the fixtures, while labels indicate the type of fixture. A separate legend gives more information on the fixtures and devices to help with the use of Table 2.6.3.2.-A when determining WSFU loads for fixtures and combined pipes.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"620\"]<img class=\"size-full wp-image-125\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47.png\" alt=\"\" width=\"620\" height=\"390\"> Figure 3 Simple building water distribution system sketch[\/caption]\n\nThe table below, based on the example sketch above, shows the decisions a plumber would need to make when selecting fixtures and deciding on WSFU values.\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 2<\/caption>\n<tbody>\n<tr style=\"height: 36px;\">\n<th style=\"width: 15%;\" rowspan=\"2\" scope=\"col\">Abbreviation on sketch<\/th>\n<th style=\"width: 35%;\" rowspan=\"2\" scope=\"col\">Fixture or device description<\/th>\n<th style=\"width: 20%;\" rowspan=\"2\" scope=\"col\">Minimum size of supply pipe, inches<\/th>\n<th style=\"width: 30%; height: 36px;\" colspan=\"3\" scope=\"col\"><span role=\"insertion\">Private Use Hydraulic Load, fixture units<\/span>\n<span role=\"deletion\">Public Use Hydraulic Load, fixture units<\/span><\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Cold<\/th>\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Hot<\/th>\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Total<\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">BT<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Bathtub with or without shower head<\/span>\n<span role=\"deletion\">Bathtub with \u00bc inch spout<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">CW<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Clothes Washer 3.5 kg<\/span>\n<span role=\"deletion\">Clothes washer 6.8 kg\nClothes washer, commercial<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">FTWC<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Water closet, 6 LPF or less with flush tank<\/span>\n<span role=\"deletion\">Water closet, greater than 6 LPF with flush tank\nWater closet, with direct flush valve<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">2.2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">HB<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Hose Bibb \u00bd inch<\/span>\n<span role=\"deletion\">Hose Bibb \u00be inch\nHose bibb, combination hot and cold<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">2.5<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">HWT<\/td>\n<td style=\"width: 35%; height: 18px;\">Hot Water Tank<\/td>\n<td style=\"width: 20%; height: 18px;\"><\/td>\n<td style=\"width: 16.6667%; height: 18px;\" colspan=\"3\">WSFUs pass through the tank, but do not add any load to the system.<\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">KS<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"deletion\">Sink, kitchen commercial, per faucet<\/span>\n<span role=\"insertion\">Sink, kitchen domestic, 8.3 LPM<\/span>\n<span role=\"deletion\">Sink, kitchen domestic, greater than 8.3 LPM<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">LAV<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Lavatory, 8.3 LPM or less<\/span>\n<span role=\"deletion\">Lavatory, greater than 8.3 LPM<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">0.7<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<img class=\"aligncenter size-full wp-image-126\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE.png\" alt=\"\" width=\"624\" height=\"407\">\n<h3>Direct flush valve WSFU values<\/h3>\nWater closets can be designed to use a flush tank or a direct flush valve, and urinals are designed to use a direct flush valve in almost every case. Direct flush valves require a significant flow of water to create the flushing and cleaning action they perform in the few seconds they are open. For example, this means that the minimum supply line size of a direct flush valve WC is larger than the supply line for a tank-type WC, as shown on BCPC Table 2.6.3.2.-A.\n\nThe BCPC Code has two separate tables to help plumbers design a water distribution system that includes direct flush valves. Table 2.6.3.2.-B is titled \u201cSizing of Water Distribution Systems for Urinals with Direct Flush Valves\u201d and Table 2.6.3.2.-C is titled \u201cSizing of Water Distribution Systems for Water Closets with Direct Flush Valves\u201d.\n\nThe figure below is a piping system sketch showing an interpretation of decreasing values from Table 2.6.3.2.-B for urinals with direct flush valves and Table 2.6.3.2.-C for water closets with direct flush valves.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"624\"]<img class=\"size-full wp-image-127\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48.png\" alt=\"\" width=\"624\" height=\"409\"> Figure 4 Decreasing fixture unit values for direct flush valves[\/caption]\n<h2>Table 2.6.3.2.-D<\/h2>\nThis table is used when the fixture or device is not listed on Table 2.6.3.2.A. Manufacturer\u2019s literature will need to be used to determine the size of the supply pipe before a hydraulic load can be selected.\n<h2>Developed Length<\/h2>\nThe BCPC defines developed length as \u201cthe length along the centre line of the pipe and fittings.\u201d When using some water pipe sizing tables in the BCPC, the plumber will need to choose a column of maximum allowable length based on the developed length of the water supply piping. If the water supply system does not use a pressure-reducing valve inside the building, the developed length upstream end is considered to be at the property line. If the water supply system uses a pressure-reducing valve inside the building, then the developed length upstream end starts at the outlet of the PRV. This is because the PRV essentially creates a new pressure zone.\n<h2>Pressure Loss\/Gain due to Elevation<\/h2>\nPressure is highest as it enters the building through the water service pipe. As water flows downstream, there are several losses from components that must be subtracted from the incoming pressure, such as the water meter, a pressure reducing valve, or a backflow prevention device. The incoming water must also flow to the highest fixture in the building. Pressure loss will occur as the water gains elevation, but pressure increase will occur if the water travels to a fixture below the water service pipe. Pressure gain and loss is based on the weight of water. Pressure will decrease 0.433 psi per foot of elevation gain (10 kPa per meter) or increase 0.433 psi per foot of elevation loss. The figure below shows how pressure at fixtures will be reduced based on elevation gain.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"624\"]<img class=\"size-full wp-image-128\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49.png\" alt=\"\" width=\"624\" height=\"559\"> Figure 5 An example of pressure loss due to elevation[\/caption]\n\nNote that the incoming pressure of 60 psi was reduced to 47 psi because of the pressure loss due to a change of elevation of 30 feet.\n<h2>Pressure Loss due to Friction<\/h2>\nFriction loss in piping was previously discussed in the section on hot water circulator pump selection, and is also described in the Terminology section above. Friction causes pressure loss in pipe and fittings and can be thought of as the pressure-difference-per-foot needed to push the water along at the required flow rate. The designer will need to ensure that the pressure loss due to friction does not exceed the maximum allowable for the pipe size and type used in the water distribution system.\n<h2>Minimum Pressure Required<\/h2>\nThe minimum pressure required is determined by the governing fixture or device as described in the Terminology section above. Unless a specific minimum pressure is known, the plumber should use 15 psi (approximately 105 kPa) when calculating water pipe sizing.\n<h2>Maximum Design Velocity for Piping Material<\/h2>\nMaximum design velocity for piping material is described in the Terminology section above. The plumber will need to consider the water velocity when sizing piping in the building water distribution system. Some pipe sizing tables in the BCPC will require the plumber to choose a section of the table based on water velocity. The maximum water velocity will depend on the type of piping material and the temperature of the water flowing through the piping. Some commonly used velocities for residential water distribution piping are listed here:\n<ul>\n \t<li>PEX pipe with cold unheated water = 3.0 m\/s (10 f\/s)<\/li>\n \t<li>PEX pipe with hot water up to and including 60\u00b0C (140\u00b0F) = 2.4 m\/s (8 f\/s)<\/li>\n \t<li>PEX pipe above 60\u00b0C (140\u00b0F) = 1.5 m\/s (5 f\/s)<\/li>\n \t<li>Copper pipe with cold unheated water = 2.4 m\/s (8 f\/s)<\/li>\n \t<li>Copper pipe with hot water up to and including 60\u00b0C (140\u00b0F) = 1.5 m\/s (5 f\/s)<\/li>\n \t<li>Copper pipe above 60\u00b0C (140\u00b0F) = 1.2 m\/s (4 f\/s)<\/li>\n<\/ul>\n<h2>Sizing Residential and Small Commercial Water Supply Systems<\/h2>\nRecall that there are four methods for sizing the building water supply system. Since the detailed engineering design is done using ASHRAE Handbooks and ASPE Data Books, a plumber will use one of the other three methods listed here:\n<ul>\n \t<li>Simplified method<\/li>\n \t<li>Small commercial building method<\/li>\n \t<li>Average pressure loss method<\/li>\n<\/ul>\nWhen using any of the methods, it is advisable to have a worksheet to help pull together all the important information. Some options for worksheets are shown below, based on the sizing method chosen.\n\nNote that the BCPC Sentence 2.6.3.4.(1) states that water service pipes shall be sized according to the peak demand flow but shall not be less than \u00be inch (19mm) in size.\n<h3>Simplified method<\/h3>\nThe BC Plumbing Code includes an example of this method using Figure A-2.6.3.4.(5)-B and Tables 2.6.3.2.-A, -B, -C and -D. A \u201cFixture Units Summary\u201d is included and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. Other worksheets, for the water service pipe, the hot water piping sizes, and the cold water piping sizes, are also included. The worksheets for this method include several water velocities for different materials. The example below is of how a worksheet could be used for the simplified system example in the BCPC if the building water supply system was constructed using PEX material.\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 3 BC Plumbing Code Simplified Method Example PEX tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 35%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 25%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">1<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">3.5<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">2<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">6.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">3<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">8.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">4<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">2.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">5<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">6.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">6<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">14.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">1.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">5.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">5.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">11.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">14.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">19.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">19.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">21.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">23.8<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">2.8<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">K<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">3.6<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">Water service pipe<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">23.8<\/td>\n<td style=\"width: 35%;\">PEX from curb stop to building<\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\nThe simplified method example in the BCPC Notes has an HWT that is supplied by cold water after several cold water branches have already drawn water for fixtures. The location of the HWT in the water distribution system can make the WSFU load counting complex. The WSFU load added for the HWT depends on the location of the hot water tank. Unfortunately, the BCPC is not clear on how to add the WSFU loads for the different HWT locations.\n\nThe figure below shows three locations for the HWT to be connected to the CWDP: most upstream, most downstream, and somewhere in between. Each example shows the correct addition of the WSFU loads.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"624\"]<img class=\"size-full wp-image-129\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50.png\" alt=\"\" width=\"624\" height=\"340\"> Figure 6 Service water heater possible connection locations to the distribution system[\/caption]\n\nIf the HWT is the most upstream, WSFU addition is straight forward. If the HWT is the most downstream or somewhere in the middle, it is best to think of it as the most upstream and then add in only the fixtures supplied with cold-only that are downstream of the connection, and continue adding in the cold-only fixture loads moving upstream from the HWT. The figure below shows this method so that the HWT load is not doubled-counted.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"447\"]<img class=\"size-full wp-image-130\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51.png\" alt=\"\" width=\"447\" height=\"323\"> Figure 7 Correct method to count WSFU load with the HWH connected in the middle[\/caption]\n<h3>Small commercial building method<\/h3>\nThe BC Plumbing Code Figure A-2.6.3.1.(2)-A is an example of the water supply system for a commercial and residential development and is used with the small commercial building pipe sizing method.\n\nTable A-2.6.3.1.(2)-A, Pipe Sizes for Water Systems Based on Number of Fixture Units Served Using the Small Commercial Method, is used for this method.\n\nTo use the table, the plumber will need to separate the water service pipe and the cold and hot distribution systems into separate sections when determining the developed length and the minimum static pressure.\n\nThe water service pipe:\n<ul>\n \t<li>The minimum static pressure is the pressure available at the property line, including all pressure losses for the water service. The water supply pipe does not generally have many losses as the components that create the losses are installed after the water service pipe enters the building. Losses or gains due to changes in elevation, and friction loss, may need to be considered.<\/li>\n \t<li>The developed length is measured from the property line to the point of entry.<\/li>\n<\/ul>\nThe cold and hot distribution systems:\n<ul>\n \t<li>The minimum static pressure is the pressure available once the water service pipe enters the building. Losses for water meters, pressure-reducing valves, backflow preventers, water treatment systems, and any other devices need to be considered.<\/li>\n \t<li>The developed length is measured from the water service entry point to the building to the most remote water outlet.<\/li>\n<\/ul>\nThe small commercial building method includes a Fixture Units Summary and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. The example in the BCPC also has good examples of tables for sizing each section of the system, divided into the water service pipe, the hot water distribution system and the cold water distribution system.\n\nThe worksheet below shows an example of determining the minimum static pressure available for the water service pipe when using the small commercial building method.\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 4<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Water service pipe minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum available pressure at the property line (PL) during peak demand[footnote]Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available.[\/footnote]<\/td>\n<td style=\"width: 15%;\">82<\/td>\n<td style=\"width: 15%;\">565<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss from PL to entry point of the building[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">subtract 4<\/td>\n<td style=\"width: 15%;\">subtract 25<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain from PL to entry point of the building[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Adjusted pressure at water service entry to the building<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 78<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Select the pressure range for sizing from Table A-2.6.3.1.(2)-A<\/td>\n<td style=\"width: 15%;\">30-45\n46-60\n<span style=\"background-color: #ffff00;\">over 60<\/span><\/td>\n<td style=\"width: 15%;\">200-310\n311-413\n<span style=\"background-color: #ffff00;\">over 413<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<img class=\"aligncenter size-full wp-image-131\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1.png\" alt=\"\" width=\"624\" height=\"286\">\n\nThe worksheet below shows an example of determining the minimum static pressure available for the cold and hot water distribution systems when using the small commercial building method.\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 5<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Cold and hot distribution systems minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building from previous worksheet<\/td>\n<td style=\"width: 15%;\">78<\/td>\n<td style=\"width: 15%;\">540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to water meter installed inside the building (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 3<\/td>\n<td style=\"width: 15%;\">subtract 20<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to pressure-reducing valve (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to backflow preventer (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to other components (water treatment systems, etc.)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to elevation change[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">subtract 5<\/td>\n<td style=\"width: 15%;\">subtract 35<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain due to elevation change[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Cold and hot distribution systems minimum static pressure available<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 70<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 485<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Select the pressure range for sizing from Table 1-2.6.3.1.(2)-A<\/td>\n<td style=\"width: 15%;\">30-45\n46-60\n<span style=\"background-color: #ffff00;\">over 60<\/span><\/td>\n<td style=\"width: 15%;\">200-310\n311-413\n<span style=\"background-color: #ffff00;\">over 413<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<img class=\"aligncenter size-full wp-image-132\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2.png\" alt=\"\" width=\"624\" height=\"386\">\n\nThe example in the Notes to Part 2 of the BCPC goes through the sizing of each section of the water distribution system. When using Table A-2.6.3.1.(2)-A make sure to follow the steps described in the example. One technique that needs further explanation is how to determine a pipe size when a flow velocity shaded area does not continue in a maximum allowable length column. An example question can be used to clarify the use of the table.\n<h4>Example question<\/h4>\nWhen using Table A-2.6.3.1.(2)-A, what size is a copper hot water pipe serving 12 fixture units and using the maximum allowable length of 30m?\n<h4>Solution<\/h4>\nIn the 30m column for maximum allowable length the only dark shaded number of fixture units allowed to be served for the velocity of 1.5 m\/s is 3. To find the pipe size for 12 fixture units continue to slide right, and down, in the adjacent columns until a number equal to, or greater than, the 12 fixture unit load is found for 1.5 m\/s flow velocity. For this example, the pipe size would be 1 inch, found under the 76m column as shown in the figure below.\n\n[caption id=\"attachment_136\" align=\"aligncenter\" width=\"624\"]<img class=\"size-full wp-image-133\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52.png\" alt=\"\" width=\"624\" height=\"201\"> Figure 8 How to use the table for the example question[\/caption]\n<h3>Average pressure loss method<\/h3>\nThe BC Plumbing Code Figure A-2.6.3.1.(2)-A is an example of the water supply system for a commercial and residential development and is used with the average pressure loss pipe sizing method.\n\nTable A-2.6.3.1.(2)-F, Pipe Sizes for Water Systems Based on Number of Fixture Units Served Using the Average Pressure Loss Method, is used for this method.\n\nThe average pressure loss method includes a Fixture Units Summary and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. The example in the Code also has good examples of tables for sizing each section of the system, divided into the water service pipe, the hot water distribution system and the cold water distribution system.\n\nDetermining the minimum static pressure is very similar to the small commercial building method, except this method requires the plumber to calculate the pressure available for friction loss before using Table A-2.6.3.1.(2)-F.\n\nTo use the table, the plumber can go through a similar process as used for the \u201cSmall commercial building\u201d method. The static pressure available for the water service pipe can be determined using a worksheet like the one shown below.\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 6<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\">Water service pipe minimum static pressure available<\/th>\n<th style=\"width: 15%;\">PSI<\/th>\n<th style=\"width: 15%;\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum available pressure at the property line (PL) during peak demand[footnote]Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available.[\/footnote]<\/td>\n<td style=\"width: 15%;\">82<\/td>\n<td style=\"width: 15%;\">565<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss from PL to entry point of the building[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">subtract 4<\/td>\n<td style=\"width: 15%;\">subtract 25<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain from PL to entry point of the building[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building<\/td>\n<td style=\"width: 15%;\">equals 78<\/td>\n<td style=\"width: 15%;\">equals 540<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<img class=\"aligncenter size-full wp-image-134\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3.png\" alt=\"\" width=\"624\" height=\"217\">\n\nOnce the adjusted pressure is known at the entry to the building the water distribution system pressure losses can be calculated. There is one additional pressure loss that must be considered when using this method: the governing fixture pressure requirement.\n\nThe worksheet below is similar to the one used for the small commercial building method, but with the cold and hot distribution systems minimum static pressure available reduced by the minimum pressure necessary at the fixture for operation (governing fixture).\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Table 7<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Cold and hot distribution systems minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building from above<\/td>\n<td style=\"width: 15%;\">78<\/td>\n<td style=\"width: 15%;\">540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to water meter installed inside the building (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 3<\/td>\n<td style=\"width: 15%;\">subtract 20<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to pressure-reducing valve (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to backflow preventer (use manufacturer's specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to other components (water treatment systems, etc.)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to elevation change[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">subtract 5<\/td>\n<td style=\"width: 15%;\">subtract 35<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain due to elevation change[footnote]1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain[\/footnote]<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Cold and hot distribution systems minimum static pressure available<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 70<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 485<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum pressure necessary at the fixture for operation (governing fixture)<\/td>\n<td style=\"width: 15%;\">subtract 15<\/td>\n<td style=\"width: 15%;\">subtract 105<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Final adjusted pressure loss to find pressure available for pressure loss<\/td>\n<td style=\"width: 15%;\"><span style=\"background-color: #ffff00;\">55<\/span><\/td>\n<td style=\"width: 15%;\"><span style=\"background-color: #ffff00;\">380<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<img class=\"aligncenter size-full wp-image-135\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4.png\" alt=\"\" width=\"624\" height=\"385\">\n\nThe minimum static pressure for the cold and hot water distribution systems can be calculated using a worksheet similar to the one used above, or using <span style=\"background-color: #ffff00;\">Figure A-2.6.3.1.(2)-B<\/span> in the BCPC Notes to Part 2. Once the minimum static pressure and the developed length has been determined, the plumber uses the formula shown below, from Figure A-2.6.3.1.(2)-B Step 1(e), to calculate the pressure available for pressure loss.\n\n<strong>Step 1(e)<\/strong>\n\n[latex]\\begin{array}{ccccc}380 \\text{ kPa}&amp;\\div&amp;114\\text{m}&amp;=&amp;3.3\\text{ kPa per metre}\\\\\n\\begin{array}{c}\\text{Total pressure}\\\\ \\text{available for}\\\\ \\text{friction loss}\\end{array}&amp;&amp;\\begin{array}{c}\\text{developed length} \\times 1.5 \\text{ for fittings}\\\\ \\text{and\/or additional losses if} \\\\ \\text{insert fittings are used} \\end{array}&amp;&amp; \\begin{array}{c}\\text{Average pressure loss}\\\\ \\text{must be minimum} \\\\ \\text{2.6 kPa per metre}\\end{array}\\end{array}[\/latex]\n\n<img class=\"aligncenter size-full wp-image-136\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e.png\" alt=\"\" width=\"540\" height=\"215\">\n\nTo use this method, and Table A-2.6.3.1.(2)-F, the pressure available for friction loss must be 2.6 kPa per metre (0.115 psi per foot) or more. If it is less than that, the system must be designed according to a detailed engineering design method. The pressure available for pressure loss is a simple way of making sure that, no matter what piping material is used, the friction loss will not create excessive pressure drop.\n<h2>Industrial, Large Commercial, and Institutional Water Supply System Sizing<\/h2>\nThese systems are sized using a detailed engineering design as they generally require much higher volumes of water than residential and small commercial systems. Some of the water is used for domestic applications, such as water for human consumption, food preparation, or sanitation, but most of the water is for non-potable processes. Industrial, large commercial, and institutional applications can include pulp mills, hospitals, car washes, high-rise condominiums, hotels, swimming pools, etc.\n\nIndustrial, large commercial, and institutional systems can use a public or private source for their water supply. Many large applications will use public water for domestic use and any processes that require potable water, but may have a private supply, such as a site-constructed reservoir, for processes that could use non-potable water. The non-potable processes can include irrigation, chemical systems, specialized fixtures and equipment, etc. To prevent contamination of the public potable system, the BCPC Article 2.6.2.5 states that \u201cNo private water supply system shall be interconnected with a public water supply system.\u201d If the application uses the public system for both the domestic uses and the non-potable processes, the piping arrangements will require an evaluation of possible cross-connections. The use of backflow preventers (cross connection devices) is very common on industrial, large commercial, and institutional water supply and distribution systems.\n\nNow complete Self-Test 2 and check your answers.\n<h1>Self-Test 2<\/h1>\n<div class=\"textbox textbox--exercises\"><header class=\"textbox__header\">\n<p class=\"textbox__title\">Self-Test 2<\/p>\n\n<\/header>\n<div class=\"textbox__content\">\n<ol>\n \t<li>What is the minimum size (NPS) water service to a commercial building?\n<ol type=\"a\">\n \t<li>\u00bd inch<\/li>\n \t<li>\u00be inch<\/li>\n \t<li>1 inch<\/li>\n \t<li>1\u00bc inch<\/li>\n<\/ol>\n<\/li>\n \t<li>According to the NPC, what is the hydraulic load of a \u00be inch hose bibb for public use?\n<ol type=\"a\">\n \t<li>2.5 fixture units<\/li>\n \t<li>3 fixture units<\/li>\n \t<li>6 fixture units<\/li>\n \t<li>7 fixture unit<\/li>\n<\/ol>\n<\/li>\n \t<li>According to the Code, what is the hydraulic load of a bathtub with a \u00be inch spout for private use?\n<ol type=\"a\">\n \t<li>0.7 fixture units<\/li>\n \t<li>1.4 fixture units<\/li>\n \t<li>4 fixture units<\/li>\n \t<li>10 fixture units<\/li>\n<\/ol>\n<\/li>\n \t<li>According to the Code, what is the total hydraulic load on a branch that serves 5 direct flush valve urinals?\n<ol type=\"a\">\n \t<li>58 fixture units<\/li>\n \t<li>53 fixture units<\/li>\n \t<li>45 fixture units<\/li>\n \t<li>35 fixture units<\/li>\n<\/ol>\n<\/li>\n \t<li>What is the maximum water velocity permitted for cold water copper distribution systems, as recommended by copper tube manufacturers?\n<ol type=\"a\">\n \t<li>3.0 m\/sec<\/li>\n \t<li>2.4 m\/sec<\/li>\n \t<li>1.5 m\/sec<\/li>\n \t<li>1.2 m\/sec<\/li>\n<\/ol>\n<\/li>\n \t<li>When sizing a water supply system using the NPC, the final size of the water service pipe shall be what size?\n<ol type=\"a\">\n \t<li>75% of the combined fixture unit value<\/li>\n \t<li>The sum of the total hot and the total cold<\/li>\n \t<li>Sized for peak demand flow and not less than \u00be\u2033<\/li>\n \t<li>The sum of the cold water fixture unit values in the system plus 50%<\/li>\n<\/ol>\n<\/li>\n \t<li>What water supply system sizing method would a plumber use to size the piping in a single family dwelling?\n<ol type=\"a\">\n \t<li>Simplified method<\/li>\n \t<li>Simplified method or Average pressure loss method<\/li>\n \t<li>Simplified method, Average pressure loss method, or Small commercial building method<\/li>\n \t<li>Simplified method, Average pressure loss method, Small commercial building method, or a Detailed engineering design<\/li>\n<\/ol>\n<\/li>\n \t<li>Size the lettered building water supply system pipes on the drawing below.<img class=\"aligncenter size-full wp-image-137\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8.png\" alt=\"\" width=\"624\" height=\"412\">\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Competency B2 Learning Task 2 Quiz: Simplified method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 20%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/li>\n \t<li>Size the lettered building water supply system pipes on the drawing below.<img class=\"aligncenter size-full wp-image-138\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9.png\" alt=\"\" width=\"624\" height=\"468\">\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Competency B2 Learning Task 2 Quiz: Small commercial building method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\">Pressure range<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">K<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">L<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">M<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n&nbsp;<\/li>\n \t<li>Size the lettered building water supply system pipes on the drawing below.<img class=\"aligncenter size-full wp-image-139\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10.png\" alt=\"\" width=\"624\" height=\"475\">\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\" border=\"0\"><caption>Competency B2 Learning Task 2 Quiz: Average pressure loss method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 20%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/li>\n<\/ol>\nCheck your answers using the\u00a0<a class=\"internal\" href=\"https:\/\/opentextbc.ca\/plumbing3b\/back-matter\/self-test-answer-keys\/\">Self-Test Answer Keys<\/a> in Appendix 1.\n\n<\/div>\n<\/div>\n<h3>Media Attributions<\/h3>\n<ul>\n \t<li>Figure 1 An example of a simple piping layout using some common abbreviations\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 2 TOTAL fixture load at the fixture spout\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 3 Simple building water distribution system sketch\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 4 Decreasing fixture unit values for direct flush valves\u00a0John Gordon is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by-nc-sa\/4.0\/\">CC BY-NC-SA licence<\/a>.<\/li>\n \t<li>Figure 5 An example of pressure loss due to elevation\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 6 Service water heater possible connection locations to the distribution system\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 7 Correct method to count WSFU load with the HWH connected in the middle\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n \t<li>Figure 8 How to use the table for the example question\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<\/ul>","rendered":"<p>The proper sizing and installation of potable water distribution systems in residential and small commercial applications is critical to proper operation of the plumbing fixtures and equipment installed within the building. The potable water system must be capable of meeting the <strong><em>peak water supply demands<\/em><\/strong> of the connected fixtures and appliances. Each fixture or appliance requires a <strong><em>minimum supply pressure<\/em><\/strong> and <strong><em>flow rate<\/em><\/strong>; if the system fails to maintain these conditions, the fixture or appliance may not adequately perform its intended function. An undersized cold water pipe to a washroom group of fixtures could lead to an excessive <strong><em>pressure drop<\/em><\/strong> upon operation of a water closet, which could lead to an adjacent shower valve suddenly being starved of cold water, which could lead to scalding. Similarly, an excessive pressure drop due to flow to other fixtures could lead to a flush valve fixture failing to function properly.<\/p>\n<h1>Terminology<\/h1>\n<h2>Peak Water Supply Demands<\/h2>\n<p>Each fixture, device, or appliance is given a fixture unit value, referred to as a water supply fixture unit to differentiate from DWV fixture units. The peak demand flow is the total of all the fixture unit values if all fixtures were used at once, including any additional load for a fire sprinkler system, irrigation system or any other demands on water service.<\/p>\n<h2>Minimum Supply Pressure<\/h2>\n<p>Every building water distribution system will have one fixture that requires more pressure than the others to operate correctly. This fixture is referred to as the \u201cgoverning fixture.\u201d The BCPC Sentence 2.6.3.1. (1) states that the \u201cwater distribution systems shall be designed to provide peak demand flow when the flow pressures at the supply openings conform to the plumbing supply fitting manufacturer\u2019s specifications.\u201d This means that the plumber must determine the minimum pressure required for the governing fixture by using the manufacturer\u2019s specifications.<\/p>\n<p>In past BC Plumbing Codes, the minimum pressure for common fixtures was listed on Table 2.6.3.2.-A along with the fixture unit load. In previous codes, fixtures such as clothes washers, dishwashers and direct flush valves required a minimum flow pressure of 15 psi (approximately 105 kPa) at the fixture to operate properly. Therefore, when the manufacturer\u2019s specifications cannot be used \u2013 because the make and model of the fixture are unknown, for example \u2013 the plumber should still use 15 psi (approximately 105 kPa) when calculating water pipe sizing.<\/p>\n<h2>Pressure Drop<\/h2>\n<p>Pressure drop in a water supply system is difference between pressure at the upstream end of a pipe and the pressure delivered to a fixture of device. Pressure loss will occur in water pipe due several factors, including:<\/p>\n<ul>\n<li>The type of pipe material<\/li>\n<li>The age of the pipe<\/li>\n<li>The size of the pipe<\/li>\n<li>The number and type of fittings<\/li>\n<li>The velocity of the water<\/li>\n<li>The temperature of the water<\/li>\n<\/ul>\n<p>Pressure drop is pressure loss due to friction, or friction loss, and is anticipated by designers and can be accommodated in the pipe sizing process. Although friction loss was previously discussed during the selection of circulator pumps for DHWR systems, it will be covered again as the size of water supply piping is dependent on the friction created by the piping material. For example, water flowing through a relatively large, smooth pipe at low velocity has laminar, or a smooth, streamlined flow. At the other extreme, when the pipe is small in diameter with a rough interior, and the velocity of the water is high, the flow is turbulent. Laminar flow produces little friction, while turbulent flow can produce considerable friction.<\/p>\n<p>Friction loss in water piping is also referred to as head loss due to the fact that the friction loss is equated to the loss of pressure measured in feet [JG1]\u00a0per 100 feet of piping material being used. It is important to note that flow rates substantially increase the head loss within the piping system. Head loss or friction loss increases as pipe ages and internal wall conditions of the piping material change.<\/p>\n<h2>Flow Rate<\/h2>\n<p>Flow rate is the volume of water delivered to a fixture of device. Flow rate is dependent on water velocity and the size of the pipe. The following formula shows the relationship between flow rate, pipe size and water velocity.<\/p>\n<p>Q = A \u00d7 V<\/p>\n<p>Where:<\/p>\n<ul>\n<li>Q = Quantity (flow rate in cubic feet per sec)<\/li>\n<li>A = Area of the pipe in square feet (this is the size of the pipe)<\/li>\n<li>V = Velocity of the water in feet per sec.<\/li>\n<\/ul>\n<p>A steady rate of flow means that equal quantities of water flow past every point in the system during a given period of time. This means that in a water distribution system design using larger pipes upstream, and smaller pipes as the fixture unit load decreases, the velocity of the water in the pipes will be different. To have the same amount of water flow through a small pipe as through a larger pipe in the same length of time, the velocity will have to increase. The designer needs to ensure the velocity of the water in the piping system does not exceed the manufacturer\u2019s limits. The maximum velocity will be different for different materials, as well as for different water temperatures.<\/p>\n<h3>Water conservation<\/h3>\n<p>The BC Plumbing Code lists the maximum flow rates for lavatory supply fittings, kitchen supply fittings, and shower heads in Table 2.2.10.6. Water usage per flush cycle for water closets is listed in Table 2.6.1.6 of the BCPC. Many municipalities have chosen to introduce their own water conservation bylaws and require more restrictive water use measures. Different building construction methods such as LEED, Passive House Design, BC Step Code also require more restrictive water use.<\/p>\n<h2>Water Velocity<\/h2>\n<p>Since the BC Plumbing Code Sentence 2.6.3.5. (1) simply states that the maximum permitted water velocities shall be those recommended by the pipe and fitting manufacturer, the table below has been compiled to show the water velocity limits for common water distribution system materials.<\/p>\n<h3>Recommended water velocity limits for common water distribution system materials<\/h3>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 1a Recommended water velocity limits for PEX (Aquapex\u00ae)<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">3.0 mps\/10 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">1.5 mps\/5 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">DHW Recirculation system (recommended)<\/td>\n<td style=\"width: 50%;\">0.6 mps\/2 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 1b Recommended water velocity limits for Copper<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">1.5 mps\/5 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">0.9 \u2013 1.2 mps\/3 \u2013 4 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">DHW Recirculation system (recommended)<\/td>\n<td style=\"width: 50%;\">0.6 mps\/2 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 1c Recommended water velocity limits for CPVC (Aquarise\u00ae)<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 1d Recommended water velocity limits for PP (Aquatherm\u00ae) \u00bd to 8 inch sizes<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 50%;\" scope=\"col\">Temperature<\/th>\n<th style=\"width: 50%;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">COLD (unheated)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT up to and including 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 50%;\">HOT above 140\u00b0F (60\u00b0C)<\/td>\n<td style=\"width: 50%;\">2.4 mps\/8 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%; height: 54px;\">\n<caption>Table 1e Recommended water velocity limits for stainless steel and Ductile iron (all temperatures)<\/caption>\n<tbody>\n<tr style=\"height: 18px;\">\n<th style=\"width: 50%; height: 18px;\" scope=\"col\">Material<\/th>\n<th style=\"width: 50%; height: 18px;\" scope=\"col\">Maximum velocity (meters per second\/feet per second)<\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 50%; height: 18px;\">Stainless steel<\/td>\n<td style=\"width: 50%; height: 18px;\">2.0 mps\/6.5 fps<\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 50%; height: 18px;\">Ductile iron<\/td>\n<td style=\"width: 50%; height: 18px;\">4.3 mps\/14 fps<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<h1>Building Water Supply System Design Considerations<\/h1>\n<p>The BCPC Subsection 2.6.3. Size and Capacity of Pipes introduces the designer to some important information regarding pipe sizing for potable water service pipes and water distribution systems.<\/p>\n<p>Of particular importance is Sentence 2.6.3.1.(2), which states that \u201cpotable water systems shall be designed, fabricated and installed in accordance with good engineering practice, such as that described in the ASHRAE Handbooks and ASPE Data Books.\u201d This Sentence refers to Note A-2.6.3.1.(2) in the Notes to Part 2. The Note lists several documents that are considered good engineering practice in the field of potable water systems, but adds an alternative method. The alternative to a detailed engineering design method is to use Table A-2.6.3.1.(2)-A (Small Commercial Building Method) and Table A-2.6.3.1.(2)-F (Average Pressure Loss Method).<\/p>\n<p>The BCPC allows for another method of pipe sizing described in Sentence 2.6.3.4.(5), which states: \u201cWhere both hot and cold water is supplied to fixtures in residential buildings containing one or two dwelling units or row houses with separate water service pipes, the water system may be sized in accordance with Table 2.6.3.4.\u201d<\/p>\n<p>Interpreting this information, it can be concluded the BCPC allows for four methods of sizing the building water supply system:<\/p>\n<ul>\n<li>Simplified method for buildings containing one or two dwelling units or row houses with separate water services<\/li>\n<li>Small commercial building method<\/li>\n<li>Average pressure loss method<\/li>\n<li>Detailed engineering design method<\/li>\n<\/ul>\n<p>Each of these methods has a similar process to go through to come up with the minimum pipe size for each section of a water supply system. Depending on the building type, the plumber could use any of the methods, but is unlikely to use the detailed engineering design. The detailed engineering design method allows designers like engineers to use design standards that aren\u2019t readily available to a plumber. To help plumbers use the sizing methods in the BCPC, the Notes to Part 2 section goes through a sizing example for each method.<\/p>\n<ul>\n<li>Note A-2.6.3.1.(2) goes through the Method for Small Commercial Buildings\u2019, as well as the Average Pressure Loss Method.<\/li>\n<li>Note A-2.6.3.4.(5) covers sizing using the simplified method<\/li>\n<\/ul>\n<p>Information to help understand water supply system pipe sizing diagrams and drawings is required. The topics on the list below will be explained in more detail in this section.<\/p>\n<ul>\n<li>Common abbreviations and terminology used on water pipe sizing diagrams<\/li>\n<li>BC Plumbing Code Table 2.6.3.2.-A\n<ul>\n<li>Water supply fixture unit definition<\/li>\n<li>Fixture or Device column<\/li>\n<li>Minimum Size of Supply Pipe, inches<\/li>\n<li>Private Use Hydraulic Load, fixture units and Public Use Hydraulic Load, fixture units<\/li>\n<li>Cold, Hot, Total columns<\/li>\n<\/ul>\n<\/li>\n<li>Direct flush valve WSFU values<\/li>\n<li>Table 2.6.3.2.-D<\/li>\n<li>Developed length<\/li>\n<li>Pressure loss\/gain due to elevation<\/li>\n<li>Pressure loss due to friction<\/li>\n<li>Minimum pressure required<\/li>\n<li>Maximum design velocity for piping material<\/li>\n<\/ul>\n<h2>Common Abbreviations and Terminology Used on Diagrams<\/h2>\n<p><strong>WSP<\/strong> &#8211; for the Water Service Pipe. This pipe conveys water from a public or private water system into the building.<\/p>\n<p><strong>WDP<\/strong> &#8211; for the Water Distribution Pipe. This pipe conveys water from the WSP to the fixtures or devices. These pipes can be further described by the abbreviation <strong>HWDP<\/strong> for hot water piping, and <strong>CWDP<\/strong> for cold water piping.<\/p>\n<p><strong>SP &#8211; <\/strong>for Supply Pipe. This pipe is part of the water distribution system that supplies a single fixture. This is the WDP that usually protrudes through the floor or wall, and to which a shut-off valve or tail piece adapter is attached.<\/p>\n<p><strong>Tailpiece or Connector<\/strong> &#8211; This component is a flexible connector that conveys water from the Supply Pipe to the fixture<\/p>\n<p><span style=\"text-decoration: underline;\"><strong>Common fixture abbreviations:<\/strong><\/span><\/p>\n<ul>\n<li>BT = Bathtub<\/li>\n<li>CW &#8211; Clothes Washer<\/li>\n<li>DW = Dish Washer<\/li>\n<li>FU = Fixture Unit<\/li>\n<li>HB = hose bibb<\/li>\n<li>HWH = Hot Water Heater<\/li>\n<li>KS = Kitchen Sink<\/li>\n<li>Lav = Lavatory<\/li>\n<li>LT = Laundry Tray<\/li>\n<li>FTWC = Flush Tank Water Closet<\/li>\n<\/ul>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 624px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-123\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45.png\" alt=\"\" width=\"624\" height=\"154\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45-300x74.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45-65x16.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45-225x56.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/05\/B-2-Figure-45-350x86.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 1 An example of a simple piping layout using some common abbreviations<\/figcaption><\/figure>\n<h2>BC Plumbing Code Table 2.6.3.2.-A<\/h2>\n<p>Plumbers and building water supply system designers need to determine the quantity of potable water that will be used by each fixture or device that is installed in the building. The BCPC Table 2.6.3.2.-A, Sizing of Water Distribution Systems, is an extensive list of fixtures and devices that require domestic water. To use the table, the plumber needs to interpret the column headings correctly to ensure the correct WSFU value is selected. The table headings and table values are described here.<\/p>\n<h3>Water supply fixture unit (WSFU)<\/h3>\n<p>The Code defines a fixture unit (as applying to water distribution systems) as the unit of measure based on the rate of supply, time of operation and frequency of use of a fixture or outlet that expresses the hydraulic load that is imposed by that fixture or outlet on the supply system. Since the term fixture unit is also used in the DWV system, the abbreviation WSFU is commonly used to indicate water supply fixture units.<\/p>\n<p>The purpose of having fixture units is to ensure that every designer using the BC Plumbing Code for water supply system pipe sizing is using the same values for fixtures or devices. This will reduce the probability of inappropriate assumptions regarding hydraulic loads, which reduces the probability of undersized water supply system piping.<\/p>\n<p>Table 2.6.3.2.-A is used to determine the WSFU load for most fixtures and devices. However, a note located below the table, refers the designer to Table 2.6.3.2.-D. for fixtures not indicated in Table 2.6.3.2.-A. Using these two tables, it is possible to come up with a WSFU load for almost every fixture or device.<\/p>\n<h3>Fixture or device<\/h3>\n<p>A fixture is defined in the BCPC as a receptacle, appliance, apparatus or other device that discharges sewage or clear-water waste and includes a floor drain, while a device is defined as a piece of equipment or a mechanism designed to serve a special purpose or perform a special function<\/p>\n<p>Most fixtures and devices that use potable water are listed on BCPC Table 2.6.3.2.-A. Some fixtures have different designs that change their WSFU value, so will have multiple rows on the table. An example of a fixture with multiple rows is a sink:<\/p>\n<ul>\n<li>Sink, bar<\/li>\n<li>Sink, clinic service faucet<\/li>\n<li>Sink, clinic service wit h direct flush valve<\/li>\n<li>Sink, kitchen commercial, per faucet<\/li>\n<li>Sink, kitchen domestic, 8.3 LPM<\/li>\n<li>Sink, kitchen domestic, greater than 8.3 LPM<\/li>\n<li>Sink, laboratory<\/li>\n<li>Sink, laundry (1 or 2 compartments)<\/li>\n<li>Sink, service or mop basin<\/li>\n<li>Sink, washup<\/li>\n<\/ul>\n<p>The plumber or designer needs to accurately determine the design of fixtures to ensure the correct WSFU value is selected from the table.<\/p>\n<p>Note that the \u201cBathroom Group\u201d (BG) fixture load options on Table 2.6.3.2.-A may be acceptable, but adds complexity to design. When using the BG WSFU loads, it is important to know that the value on the table is based on a \u00bd-inch size bathtub supply pipe. If a bathtub with a larger load is installed, the BG load may not work. Also, the three standard fixtures that make up a BG are a water closet, lavatory and bathtub. If an additional fixture is installed so there are more than the three standard fixtures, the additional fixture load must be added to the bathroom group.<\/p>\n<p>Note that the hydraulic load of urinals and water closets with direct flush valves shall be the number of fixture units listed in Tables 2.6.3.2.-B and 2.6.3.2.-C. of the BCPC. There is an example of these tables and interpreting the decreasing values later in this content.<\/p>\n<h3>Minimum size of supply pipe, inches<\/h3>\n<p>A supply pipe is the water distribution pipe that delivers water to only one fixture or device. Table 2.6.3.2.-A lists the size of the supply pipe for individual fixtures or devices, even allowing [latex]\\dfrac{3}{8}[\/latex] inch size for some. The table uses inside diameter (ID) sizes which means the [latex]\\dfrac{3}{8}[\/latex] inch pipe listed is actually [latex]\\dfrac{1}{2}[\/latex] inch outside diameter (OD). This size pipe is not a common pipe size for plumbers. The smallest diameter commonly used for water distribution systems is [latex]\\dfrac{5}{8}[\/latex] inch OD, which plumbers refer to as [latex]\\dfrac{1}{2}[\/latex] inch copper pipe.<\/p>\n<h3>Private use hydraulic load, fixture units and public use hydraulic load, fixture units<\/h3>\n<p>The table uses the terms \u201cprivate use\u201d and \u201cpublic use\u201d fixtures to differentiate between the type of use in different buildings. This means the plumber must decide which column to use when determining WSFU values.<\/p>\n<ul>\n<li>Private use means fixtures in residences and apartments, in private bathrooms of hotels, and in similar installations in other buildings for one family or an individual.<\/li>\n<li>Public use means fixtures in general washrooms of schools, gymnasiums, hotels, bars, public comfort stations and other installations where fixtures are installed so that their use is unrestricted.<\/li>\n<\/ul>\n<h3>Cold, hot, total columns<\/h3>\n<p>Fixtures can be supplied by cold water only, such as water closets and urinals, or can be supplied by hot water only, such as dishwashers, but many fixtures are supplied by both cold and hot water. The table has separate columns for cold and hot WSFU values, but these columns are only used when completing a detailed engineering design method. Plumbers will therefore only use the column indicating the total WSFU value for each fixture.<\/p>\n<p>The plumber must not combine the WSFU load from the cold with the WSFU load from the hot as this would \u201cdouble count\u201d the WSFU load. The combined load at the fixture or device is determined by the maximum load at the spout, or the opening the water flows through at the fixture or device.<\/p>\n<p>An example of the WSFU load for a public use lavatory, with greater than 8.3 LPM of flow, is shown in the figure below.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 511px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-124\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46.png\" alt=\"\" width=\"511\" height=\"312\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46.png 511w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46-300x183.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46-65x40.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46-225x137.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-46-350x214.png 350w\" sizes=\"auto, (max-width: 511px) 100vw, 511px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 2 TOTAL fixture load at the fixture spout<\/figcaption><\/figure>\n<p>For this example, if only the cold water was turned on the spout would allow 2 WSFU of flow, and if only the hot water was turned on the spout would allow 2 WSFU of flow. If both the cold and hot water were turned on the spout would still only allow 2 WSFU of flow, some from the cold and some from the hot.<\/p>\n<p>An example of a simple building water distribution system is shown below. The sketch shows the piping layout and the location of the fixtures, while labels indicate the type of fixture. A separate legend gives more information on the fixtures and devices to help with the use of Table 2.6.3.2.-A when determining WSFU loads for fixtures and combined pipes.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 620px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-125\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47.png\" alt=\"\" width=\"620\" height=\"390\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47.png 620w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47-300x189.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47-65x41.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47-225x142.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-47-350x220.png 350w\" sizes=\"auto, (max-width: 620px) 100vw, 620px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 3 Simple building water distribution system sketch<\/figcaption><\/figure>\n<p>The table below, based on the example sketch above, shows the decisions a plumber would need to make when selecting fixtures and deciding on WSFU values.<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 2<\/caption>\n<tbody>\n<tr style=\"height: 36px;\">\n<th style=\"width: 15%;\" rowspan=\"2\" scope=\"col\">Abbreviation on sketch<\/th>\n<th style=\"width: 35%;\" rowspan=\"2\" scope=\"col\">Fixture or device description<\/th>\n<th style=\"width: 20%;\" rowspan=\"2\" scope=\"col\">Minimum size of supply pipe, inches<\/th>\n<th style=\"width: 30%; height: 36px;\" colspan=\"3\" scope=\"col\"><span role=\"insertion\">Private Use Hydraulic Load, fixture units<\/span><br \/>\n<span role=\"deletion\">Public Use Hydraulic Load, fixture units<\/span><\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Cold<\/th>\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Hot<\/th>\n<th style=\"width: 10%; height: 18px;\" scope=\"col\">Total<\/th>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">BT<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Bathtub with or without shower head<\/span><br \/>\n<span role=\"deletion\">Bathtub with \u00bc inch spout<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">CW<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Clothes Washer 3.5 kg<\/span><br \/>\n<span role=\"deletion\">Clothes washer 6.8 kg<br \/>\nClothes washer, commercial<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">FTWC<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Water closet, 6 LPF or less with flush tank<\/span><br \/>\n<span role=\"deletion\">Water closet, greater than 6 LPF with flush tank<br \/>\nWater closet, with direct flush valve<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">2.2<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">HB<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Hose Bibb \u00bd inch<\/span><br \/>\n<span role=\"deletion\">Hose Bibb \u00be inch<br \/>\nHose bibb, combination hot and cold<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">\u00bd inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">2.5<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">HWT<\/td>\n<td style=\"width: 35%; height: 18px;\">Hot Water Tank<\/td>\n<td style=\"width: 20%; height: 18px;\"><\/td>\n<td style=\"width: 16.6667%; height: 18px;\" colspan=\"3\">WSFUs pass through the tank, but do not add any load to the system.<\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">KS<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"deletion\">Sink, kitchen commercial, per faucet<\/span><br \/>\n<span role=\"insertion\">Sink, kitchen domestic, 8.3 LPM<\/span><br \/>\n<span role=\"deletion\">Sink, kitchen domestic, greater than 8.3 LPM<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">1.4<\/span><\/td>\n<\/tr>\n<tr style=\"height: 18px;\">\n<td style=\"width: 15%; height: 18px;\">LAV<\/td>\n<td style=\"width: 35%; height: 18px;\"><span role=\"insertion\">Lavatory, 8.3 LPM or less<\/span><br \/>\n<span role=\"deletion\">Lavatory, greater than 8.3 LPM<\/span><\/td>\n<td style=\"width: 20%; height: 18px;\"><span role=\"insertion\">[latex]\\frac{3}{8}[\/latex] inch ID<\/span><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><\/td>\n<td style=\"width: 10%; height: 18px;\"><span role=\"insertion\">0.7<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-126\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE.png\" alt=\"\" width=\"624\" height=\"407\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE-300x196.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE-65x42.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE-225x147.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/TABLE-350x228.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/p>\n<h3>Direct flush valve WSFU values<\/h3>\n<p>Water closets can be designed to use a flush tank or a direct flush valve, and urinals are designed to use a direct flush valve in almost every case. Direct flush valves require a significant flow of water to create the flushing and cleaning action they perform in the few seconds they are open. For example, this means that the minimum supply line size of a direct flush valve WC is larger than the supply line for a tank-type WC, as shown on BCPC Table 2.6.3.2.-A.<\/p>\n<p>The BCPC Code has two separate tables to help plumbers design a water distribution system that includes direct flush valves. Table 2.6.3.2.-B is titled \u201cSizing of Water Distribution Systems for Urinals with Direct Flush Valves\u201d and Table 2.6.3.2.-C is titled \u201cSizing of Water Distribution Systems for Water Closets with Direct Flush Valves\u201d.<\/p>\n<p>The figure below is a piping system sketch showing an interpretation of decreasing values from Table 2.6.3.2.-B for urinals with direct flush valves and Table 2.6.3.2.-C for water closets with direct flush valves.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 624px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-127\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48.png\" alt=\"\" width=\"624\" height=\"409\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48-300x197.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48-65x43.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48-225x147.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-48-350x229.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 4 Decreasing fixture unit values for direct flush valves<\/figcaption><\/figure>\n<h2>Table 2.6.3.2.-D<\/h2>\n<p>This table is used when the fixture or device is not listed on Table 2.6.3.2.A. Manufacturer\u2019s literature will need to be used to determine the size of the supply pipe before a hydraulic load can be selected.<\/p>\n<h2>Developed Length<\/h2>\n<p>The BCPC defines developed length as \u201cthe length along the centre line of the pipe and fittings.\u201d When using some water pipe sizing tables in the BCPC, the plumber will need to choose a column of maximum allowable length based on the developed length of the water supply piping. If the water supply system does not use a pressure-reducing valve inside the building, the developed length upstream end is considered to be at the property line. If the water supply system uses a pressure-reducing valve inside the building, then the developed length upstream end starts at the outlet of the PRV. This is because the PRV essentially creates a new pressure zone.<\/p>\n<h2>Pressure Loss\/Gain due to Elevation<\/h2>\n<p>Pressure is highest as it enters the building through the water service pipe. As water flows downstream, there are several losses from components that must be subtracted from the incoming pressure, such as the water meter, a pressure reducing valve, or a backflow prevention device. The incoming water must also flow to the highest fixture in the building. Pressure loss will occur as the water gains elevation, but pressure increase will occur if the water travels to a fixture below the water service pipe. Pressure gain and loss is based on the weight of water. Pressure will decrease 0.433 psi per foot of elevation gain (10 kPa per meter) or increase 0.433 psi per foot of elevation loss. The figure below shows how pressure at fixtures will be reduced based on elevation gain.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 624px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-128\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49.png\" alt=\"\" width=\"624\" height=\"559\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49-300x269.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49-65x58.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49-225x202.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-49-350x314.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 5 An example of pressure loss due to elevation<\/figcaption><\/figure>\n<p>Note that the incoming pressure of 60 psi was reduced to 47 psi because of the pressure loss due to a change of elevation of 30 feet.<\/p>\n<h2>Pressure Loss due to Friction<\/h2>\n<p>Friction loss in piping was previously discussed in the section on hot water circulator pump selection, and is also described in the Terminology section above. Friction causes pressure loss in pipe and fittings and can be thought of as the pressure-difference-per-foot needed to push the water along at the required flow rate. The designer will need to ensure that the pressure loss due to friction does not exceed the maximum allowable for the pipe size and type used in the water distribution system.<\/p>\n<h2>Minimum Pressure Required<\/h2>\n<p>The minimum pressure required is determined by the governing fixture or device as described in the Terminology section above. Unless a specific minimum pressure is known, the plumber should use 15 psi (approximately 105 kPa) when calculating water pipe sizing.<\/p>\n<h2>Maximum Design Velocity for Piping Material<\/h2>\n<p>Maximum design velocity for piping material is described in the Terminology section above. The plumber will need to consider the water velocity when sizing piping in the building water distribution system. Some pipe sizing tables in the BCPC will require the plumber to choose a section of the table based on water velocity. The maximum water velocity will depend on the type of piping material and the temperature of the water flowing through the piping. Some commonly used velocities for residential water distribution piping are listed here:<\/p>\n<ul>\n<li>PEX pipe with cold unheated water = 3.0 m\/s (10 f\/s)<\/li>\n<li>PEX pipe with hot water up to and including 60\u00b0C (140\u00b0F) = 2.4 m\/s (8 f\/s)<\/li>\n<li>PEX pipe above 60\u00b0C (140\u00b0F) = 1.5 m\/s (5 f\/s)<\/li>\n<li>Copper pipe with cold unheated water = 2.4 m\/s (8 f\/s)<\/li>\n<li>Copper pipe with hot water up to and including 60\u00b0C (140\u00b0F) = 1.5 m\/s (5 f\/s)<\/li>\n<li>Copper pipe above 60\u00b0C (140\u00b0F) = 1.2 m\/s (4 f\/s)<\/li>\n<\/ul>\n<h2>Sizing Residential and Small Commercial Water Supply Systems<\/h2>\n<p>Recall that there are four methods for sizing the building water supply system. Since the detailed engineering design is done using ASHRAE Handbooks and ASPE Data Books, a plumber will use one of the other three methods listed here:<\/p>\n<ul>\n<li>Simplified method<\/li>\n<li>Small commercial building method<\/li>\n<li>Average pressure loss method<\/li>\n<\/ul>\n<p>When using any of the methods, it is advisable to have a worksheet to help pull together all the important information. Some options for worksheets are shown below, based on the sizing method chosen.<\/p>\n<p>Note that the BCPC Sentence 2.6.3.4.(1) states that water service pipes shall be sized according to the peak demand flow but shall not be less than \u00be inch (19mm) in size.<\/p>\n<h3>Simplified method<\/h3>\n<p>The BC Plumbing Code includes an example of this method using Figure A-2.6.3.4.(5)-B and Tables 2.6.3.2.-A, -B, -C and -D. A \u201cFixture Units Summary\u201d is included and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. Other worksheets, for the water service pipe, the hot water piping sizes, and the cold water piping sizes, are also included. The worksheets for this method include several water velocities for different materials. The example below is of how a worksheet could be used for the simplified system example in the BCPC if the building water supply system was constructed using PEX material.<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 3 BC Plumbing Code Simplified Method Example PEX tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 35%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 25%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">1<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">3.5<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">2<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">6.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">3<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">8.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">4<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">2.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">5<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">6.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">6<\/td>\n<td style=\"width: 10%;\">Hot<\/td>\n<td style=\"width: 10%;\">14.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">2.4 m\/s (8 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">1.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">5.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">5.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">11.4<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">14.7<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00be\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">19.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">19.1<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">21.3<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">23.8<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">2.8<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">K<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">3.6<\/td>\n<td style=\"width: 35%;\"><span style=\"color: #ffffff;\">blank<\/span><\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">\u00bd\u2033<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">Water service pipe<\/td>\n<td style=\"width: 10%;\">Cold<\/td>\n<td style=\"width: 10%;\">23.8<\/td>\n<td style=\"width: 35%;\">PEX from curb stop to building<\/td>\n<td style=\"width: 25%;\">3 m\/s (10 ft\/s)<\/td>\n<td style=\"width: 10%;\">1\u2033<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>The simplified method example in the BCPC Notes has an HWT that is supplied by cold water after several cold water branches have already drawn water for fixtures. The location of the HWT in the water distribution system can make the WSFU load counting complex. The WSFU load added for the HWT depends on the location of the hot water tank. Unfortunately, the BCPC is not clear on how to add the WSFU loads for the different HWT locations.<\/p>\n<p>The figure below shows three locations for the HWT to be connected to the CWDP: most upstream, most downstream, and somewhere in between. Each example shows the correct addition of the WSFU loads.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 624px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-129\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50.png\" alt=\"\" width=\"624\" height=\"340\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50-300x163.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50-65x35.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50-225x123.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-50-350x191.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 6 Service water heater possible connection locations to the distribution system<\/figcaption><\/figure>\n<p>If the HWT is the most upstream, WSFU addition is straight forward. If the HWT is the most downstream or somewhere in the middle, it is best to think of it as the most upstream and then add in only the fixtures supplied with cold-only that are downstream of the connection, and continue adding in the cold-only fixture loads moving upstream from the HWT. The figure below shows this method so that the HWT load is not doubled-counted.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 447px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-130\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51.png\" alt=\"\" width=\"447\" height=\"323\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51.png 447w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51-300x217.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51-65x47.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51-225x163.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-51-350x253.png 350w\" sizes=\"auto, (max-width: 447px) 100vw, 447px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 7 Correct method to count WSFU load with the HWH connected in the middle<\/figcaption><\/figure>\n<h3>Small commercial building method<\/h3>\n<p>The BC Plumbing Code Figure A-2.6.3.1.(2)-A is an example of the water supply system for a commercial and residential development and is used with the small commercial building pipe sizing method.<\/p>\n<p>Table A-2.6.3.1.(2)-A, Pipe Sizes for Water Systems Based on Number of Fixture Units Served Using the Small Commercial Method, is used for this method.<\/p>\n<p>To use the table, the plumber will need to separate the water service pipe and the cold and hot distribution systems into separate sections when determining the developed length and the minimum static pressure.<\/p>\n<p>The water service pipe:<\/p>\n<ul>\n<li>The minimum static pressure is the pressure available at the property line, including all pressure losses for the water service. The water supply pipe does not generally have many losses as the components that create the losses are installed after the water service pipe enters the building. Losses or gains due to changes in elevation, and friction loss, may need to be considered.<\/li>\n<li>The developed length is measured from the property line to the point of entry.<\/li>\n<\/ul>\n<p>The cold and hot distribution systems:<\/p>\n<ul>\n<li>The minimum static pressure is the pressure available once the water service pipe enters the building. Losses for water meters, pressure-reducing valves, backflow preventers, water treatment systems, and any other devices need to be considered.<\/li>\n<li>The developed length is measured from the water service entry point to the building to the most remote water outlet.<\/li>\n<\/ul>\n<p>The small commercial building method includes a Fixture Units Summary and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. The example in the BCPC also has good examples of tables for sizing each section of the system, divided into the water service pipe, the hot water distribution system and the cold water distribution system.<\/p>\n<p>The worksheet below shows an example of determining the minimum static pressure available for the water service pipe when using the small commercial building method.<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 4<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Water service pipe minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum available pressure at the property line (PL) during peak demand<a class=\"footnote\" title=\"Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available.\" id=\"return-footnote-140-1\" href=\"#footnote-140-1\" aria-label=\"Footnote 1\"><sup class=\"footnote\">[1]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">82<\/td>\n<td style=\"width: 15%;\">565<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss from PL to entry point of the building<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-2\" href=\"#footnote-140-2\" aria-label=\"Footnote 2\"><sup class=\"footnote\">[2]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">subtract 4<\/td>\n<td style=\"width: 15%;\">subtract 25<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain from PL to entry point of the building<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-3\" href=\"#footnote-140-3\" aria-label=\"Footnote 3\"><sup class=\"footnote\">[3]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Adjusted pressure at water service entry to the building<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 78<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Select the pressure range for sizing from Table A-2.6.3.1.(2)-A<\/td>\n<td style=\"width: 15%;\">30-45<br \/>\n46-60<br \/>\n<span style=\"background-color: #ffff00;\">over 60<\/span><\/td>\n<td style=\"width: 15%;\">200-310<br \/>\n311-413<br \/>\n<span style=\"background-color: #ffff00;\">over 413<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-131\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1.png\" alt=\"\" width=\"624\" height=\"286\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1-300x138.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1-65x30.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1-225x103.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet1-350x160.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/p>\n<p>The worksheet below shows an example of determining the minimum static pressure available for the cold and hot water distribution systems when using the small commercial building method.<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 5<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Cold and hot distribution systems minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building from previous worksheet<\/td>\n<td style=\"width: 15%;\">78<\/td>\n<td style=\"width: 15%;\">540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to water meter installed inside the building (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 3<\/td>\n<td style=\"width: 15%;\">subtract 20<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to pressure-reducing valve (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to backflow preventer (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to other components (water treatment systems, etc.)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to elevation change<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-4\" href=\"#footnote-140-4\" aria-label=\"Footnote 4\"><sup class=\"footnote\">[4]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">subtract 5<\/td>\n<td style=\"width: 15%;\">subtract 35<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain due to elevation change<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-5\" href=\"#footnote-140-5\" aria-label=\"Footnote 5\"><sup class=\"footnote\">[5]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Cold and hot distribution systems minimum static pressure available<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 70<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 485<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Select the pressure range for sizing from Table 1-2.6.3.1.(2)-A<\/td>\n<td style=\"width: 15%;\">30-45<br \/>\n46-60<br \/>\n<span style=\"background-color: #ffff00;\">over 60<\/span><\/td>\n<td style=\"width: 15%;\">200-310<br \/>\n311-413<br \/>\n<span style=\"background-color: #ffff00;\">over 413<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-132\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2.png\" alt=\"\" width=\"624\" height=\"386\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2-300x186.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2-65x40.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2-225x139.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet2-350x217.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/p>\n<p>The example in the Notes to Part 2 of the BCPC goes through the sizing of each section of the water distribution system. When using Table A-2.6.3.1.(2)-A make sure to follow the steps described in the example. One technique that needs further explanation is how to determine a pipe size when a flow velocity shaded area does not continue in a maximum allowable length column. An example question can be used to clarify the use of the table.<\/p>\n<h4>Example question<\/h4>\n<p>When using Table A-2.6.3.1.(2)-A, what size is a copper hot water pipe serving 12 fixture units and using the maximum allowable length of 30m?<\/p>\n<h4>Solution<\/h4>\n<p>In the 30m column for maximum allowable length the only dark shaded number of fixture units allowed to be served for the velocity of 1.5 m\/s is 3. To find the pipe size for 12 fixture units continue to slide right, and down, in the adjacent columns until a number equal to, or greater than, the 12 fixture unit load is found for 1.5 m\/s flow velocity. For this example, the pipe size would be 1 inch, found under the 76m column as shown in the figure below.<\/p>\n<figure id=\"attachment_136\" aria-describedby=\"caption-attachment-136\" style=\"width: 624px\" class=\"wp-caption aligncenter\"><img loading=\"lazy\" decoding=\"async\" class=\"size-full wp-image-133\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52.png\" alt=\"\" width=\"624\" height=\"201\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52-300x97.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52-65x21.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52-225x72.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/B-2-Figure-52-350x113.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><figcaption id=\"caption-attachment-136\" class=\"wp-caption-text\">Figure 8 How to use the table for the example question<\/figcaption><\/figure>\n<h3>Average pressure loss method<\/h3>\n<p>The BC Plumbing Code Figure A-2.6.3.1.(2)-A is an example of the water supply system for a commercial and residential development and is used with the average pressure loss pipe sizing method.<\/p>\n<p>Table A-2.6.3.1.(2)-F, Pipe Sizes for Water Systems Based on Number of Fixture Units Served Using the Average Pressure Loss Method, is used for this method.<\/p>\n<p>The average pressure loss method includes a Fixture Units Summary and is a good example of a worksheet that should be used to collect all the WSFU values for fixtures or devices. The example in the Code also has good examples of tables for sizing each section of the system, divided into the water service pipe, the hot water distribution system and the cold water distribution system.<\/p>\n<p>Determining the minimum static pressure is very similar to the small commercial building method, except this method requires the plumber to calculate the pressure available for friction loss before using Table A-2.6.3.1.(2)-F.<\/p>\n<p>To use the table, the plumber can go through a similar process as used for the \u201cSmall commercial building\u201d method. The static pressure available for the water service pipe can be determined using a worksheet like the one shown below.<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 6<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\">Water service pipe minimum static pressure available<\/th>\n<th style=\"width: 15%;\">PSI<\/th>\n<th style=\"width: 15%;\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum available pressure at the property line (PL) during peak demand<a class=\"footnote\" title=\"Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available.\" id=\"return-footnote-140-6\" href=\"#footnote-140-6\" aria-label=\"Footnote 6\"><sup class=\"footnote\">[6]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">82<\/td>\n<td style=\"width: 15%;\">565<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss from PL to entry point of the building<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-7\" href=\"#footnote-140-7\" aria-label=\"Footnote 7\"><sup class=\"footnote\">[7]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">subtract 4<\/td>\n<td style=\"width: 15%;\">subtract 25<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain from PL to entry point of the building<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-8\" href=\"#footnote-140-8\" aria-label=\"Footnote 8\"><sup class=\"footnote\">[8]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building<\/td>\n<td style=\"width: 15%;\">equals 78<\/td>\n<td style=\"width: 15%;\">equals 540<\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-134\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3.png\" alt=\"\" width=\"624\" height=\"217\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3-300x104.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3-65x23.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3-225x78.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet3-350x122.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/p>\n<p>Once the adjusted pressure is known at the entry to the building the water distribution system pressure losses can be calculated. There is one additional pressure loss that must be considered when using this method: the governing fixture pressure requirement.<\/p>\n<p>The worksheet below is similar to the one used for the small commercial building method, but with the cold and hot distribution systems minimum static pressure available reduced by the minimum pressure necessary at the fixture for operation (governing fixture).<\/p>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Table 7<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 70%;\" scope=\"col\">Cold and hot distribution systems minimum static pressure available<\/th>\n<th style=\"width: 15%;\" scope=\"col\">PSI<\/th>\n<th style=\"width: 15%;\" scope=\"col\">kPa<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Adjusted pressure at water service entry to the building from above<\/td>\n<td style=\"width: 15%;\">78<\/td>\n<td style=\"width: 15%;\">540<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to water meter installed inside the building (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 3<\/td>\n<td style=\"width: 15%;\">subtract 20<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to pressure-reducing valve (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to backflow preventer (use manufacturer&#8217;s specifications)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to other components (water treatment systems, etc.)<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<td style=\"width: 15%;\">subtract 0<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure loss due to elevation change<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-9\" href=\"#footnote-140-9\" aria-label=\"Footnote 9\"><sup class=\"footnote\">[9]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">subtract 5<\/td>\n<td style=\"width: 15%;\">subtract 35<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Pressure gain due to elevation change<a class=\"footnote\" title=\"1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain\" id=\"return-footnote-140-10\" href=\"#footnote-140-10\" aria-label=\"Footnote 10\"><sup class=\"footnote\">[10]<\/sup><\/a><\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<td style=\"width: 15%;\">add 0<\/td>\n<\/tr>\n<tr>\n<td class=\"shaded\" style=\"width: 70%;\">Cold and hot distribution systems minimum static pressure available<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 70<\/td>\n<td class=\"shaded\" style=\"width: 15%;\">equals 485<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Minimum pressure necessary at the fixture for operation (governing fixture)<\/td>\n<td style=\"width: 15%;\">subtract 15<\/td>\n<td style=\"width: 15%;\">subtract 105<\/td>\n<\/tr>\n<tr>\n<td style=\"width: 70%;\">Final adjusted pressure loss to find pressure available for pressure loss<\/td>\n<td style=\"width: 15%;\"><span style=\"background-color: #ffff00;\">55<\/span><\/td>\n<td style=\"width: 15%;\"><span style=\"background-color: #ffff00;\">380<\/span><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-135\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4.png\" alt=\"\" width=\"624\" height=\"385\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4-300x185.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4-65x40.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4-225x139.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Worksheet4-350x216.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><\/p>\n<p>The minimum static pressure for the cold and hot water distribution systems can be calculated using a worksheet similar to the one used above, or using <span style=\"background-color: #ffff00;\">Figure A-2.6.3.1.(2)-B<\/span> in the BCPC Notes to Part 2. Once the minimum static pressure and the developed length has been determined, the plumber uses the formula shown below, from Figure A-2.6.3.1.(2)-B Step 1(e), to calculate the pressure available for pressure loss.<\/p>\n<p><strong>Step 1(e)<\/strong><\/p>\n<p>[latex]\\begin{array}{ccccc}380 \\text{ kPa}&\\div&114\\text{m}&=&3.3\\text{ kPa per metre}\\\\ \\begin{array}{c}\\text{Total pressure}\\\\ \\text{available for}\\\\ \\text{friction loss}\\end{array}&&\\begin{array}{c}\\text{developed length} \\times 1.5 \\text{ for fittings}\\\\ \\text{and\/or additional losses if} \\\\ \\text{insert fittings are used} \\end{array}&& \\begin{array}{c}\\text{Average pressure loss}\\\\ \\text{must be minimum} \\\\ \\text{2.6 kPa per metre}\\end{array}\\end{array}[\/latex]<\/p>\n<p><img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-136\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e.png\" alt=\"\" width=\"540\" height=\"215\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e.png 540w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e-300x119.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e-65x26.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e-225x90.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/Step1e-350x139.png 350w\" sizes=\"auto, (max-width: 540px) 100vw, 540px\" \/><\/p>\n<p>To use this method, and Table A-2.6.3.1.(2)-F, the pressure available for friction loss must be 2.6 kPa per metre (0.115 psi per foot) or more. If it is less than that, the system must be designed according to a detailed engineering design method. The pressure available for pressure loss is a simple way of making sure that, no matter what piping material is used, the friction loss will not create excessive pressure drop.<\/p>\n<h2>Industrial, Large Commercial, and Institutional Water Supply System Sizing<\/h2>\n<p>These systems are sized using a detailed engineering design as they generally require much higher volumes of water than residential and small commercial systems. Some of the water is used for domestic applications, such as water for human consumption, food preparation, or sanitation, but most of the water is for non-potable processes. Industrial, large commercial, and institutional applications can include pulp mills, hospitals, car washes, high-rise condominiums, hotels, swimming pools, etc.<\/p>\n<p>Industrial, large commercial, and institutional systems can use a public or private source for their water supply. Many large applications will use public water for domestic use and any processes that require potable water, but may have a private supply, such as a site-constructed reservoir, for processes that could use non-potable water. The non-potable processes can include irrigation, chemical systems, specialized fixtures and equipment, etc. To prevent contamination of the public potable system, the BCPC Article 2.6.2.5 states that \u201cNo private water supply system shall be interconnected with a public water supply system.\u201d If the application uses the public system for both the domestic uses and the non-potable processes, the piping arrangements will require an evaluation of possible cross-connections. The use of backflow preventers (cross connection devices) is very common on industrial, large commercial, and institutional water supply and distribution systems.<\/p>\n<p>Now complete Self-Test 2 and check your answers.<\/p>\n<h1>Self-Test 2<\/h1>\n<div class=\"textbox textbox--exercises\">\n<header class=\"textbox__header\">\n<p class=\"textbox__title\">Self-Test 2<\/p>\n<\/header>\n<div class=\"textbox__content\">\n<ol>\n<li>What is the minimum size (NPS) water service to a commercial building?\n<ol type=\"a\">\n<li>\u00bd inch<\/li>\n<li>\u00be inch<\/li>\n<li>1 inch<\/li>\n<li>1\u00bc inch<\/li>\n<\/ol>\n<\/li>\n<li>According to the NPC, what is the hydraulic load of a \u00be inch hose bibb for public use?\n<ol type=\"a\">\n<li>2.5 fixture units<\/li>\n<li>3 fixture units<\/li>\n<li>6 fixture units<\/li>\n<li>7 fixture unit<\/li>\n<\/ol>\n<\/li>\n<li>According to the Code, what is the hydraulic load of a bathtub with a \u00be inch spout for private use?\n<ol type=\"a\">\n<li>0.7 fixture units<\/li>\n<li>1.4 fixture units<\/li>\n<li>4 fixture units<\/li>\n<li>10 fixture units<\/li>\n<\/ol>\n<\/li>\n<li>According to the Code, what is the total hydraulic load on a branch that serves 5 direct flush valve urinals?\n<ol type=\"a\">\n<li>58 fixture units<\/li>\n<li>53 fixture units<\/li>\n<li>45 fixture units<\/li>\n<li>35 fixture units<\/li>\n<\/ol>\n<\/li>\n<li>What is the maximum water velocity permitted for cold water copper distribution systems, as recommended by copper tube manufacturers?\n<ol type=\"a\">\n<li>3.0 m\/sec<\/li>\n<li>2.4 m\/sec<\/li>\n<li>1.5 m\/sec<\/li>\n<li>1.2 m\/sec<\/li>\n<\/ol>\n<\/li>\n<li>When sizing a water supply system using the NPC, the final size of the water service pipe shall be what size?\n<ol type=\"a\">\n<li>75% of the combined fixture unit value<\/li>\n<li>The sum of the total hot and the total cold<\/li>\n<li>Sized for peak demand flow and not less than \u00be\u2033<\/li>\n<li>The sum of the cold water fixture unit values in the system plus 50%<\/li>\n<\/ol>\n<\/li>\n<li>What water supply system sizing method would a plumber use to size the piping in a single family dwelling?\n<ol type=\"a\">\n<li>Simplified method<\/li>\n<li>Simplified method or Average pressure loss method<\/li>\n<li>Simplified method, Average pressure loss method, or Small commercial building method<\/li>\n<li>Simplified method, Average pressure loss method, Small commercial building method, or a Detailed engineering design<\/li>\n<\/ol>\n<\/li>\n<li>Size the lettered building water supply system pipes on the drawing below.<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-137\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8.png\" alt=\"\" width=\"624\" height=\"412\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8-300x198.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8-65x43.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8-225x149.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q8-350x231.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><br \/>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Competency B2 Learning Task 2 Quiz: Simplified method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 20%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/li>\n<li>Size the lettered building water supply system pipes on the drawing below.<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-138\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9.png\" alt=\"\" width=\"624\" height=\"468\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9-300x225.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9-65x49.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9-225x169.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q9-350x263.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><br \/>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Competency B2 Learning Task 2 Quiz: Small commercial building method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\">Pressure range<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">A<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">B<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">C<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">D<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">E<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">F<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">G<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">H<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">I<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">J<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">K<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">L<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\">M<\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<p>&nbsp;<\/li>\n<li>Size the lettered building water supply system pipes on the drawing below.<img loading=\"lazy\" decoding=\"async\" class=\"aligncenter size-full wp-image-139\" src=\"https:\/\/opentextbc.ca\/technicalwritingh5p\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10.png\" alt=\"\" width=\"624\" height=\"475\" srcset=\"https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10.png 624w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10-300x228.png 300w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10-65x49.png 65w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10-225x171.png 225w, https:\/\/opentextbc.ca\/plumbing3b\/wp-content\/uploads\/sites\/410\/2022\/09\/ST2Q10-350x266.png 350w\" sizes=\"auto, (max-width: 624px) 100vw, 624px\" \/><br \/>\n<table class=\"grid\" style=\"border-collapse: collapse; width: 100%;\">\n<caption>Competency B2 Learning Task 2 Quiz: Average pressure loss method Copper tubing version<\/caption>\n<tbody>\n<tr>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube identifier<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Cold or hot piping<\/th>\n<th style=\"width: 10%;\" scope=\"col\">WSFU load<\/th>\n<th style=\"width: 30%;\" scope=\"col\">Notes<\/th>\n<th style=\"width: 20%;\" scope=\"col\">Maximum water velocity based on material<\/th>\n<th style=\"width: 10%;\" scope=\"col\">Pipe or tube size<\/th>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<tr>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<td style=\"width: 30%;\"><\/td>\n<td style=\"width: 20%;\"><\/td>\n<td style=\"width: 10%;\"><\/td>\n<\/tr>\n<\/tbody>\n<\/table>\n<\/li>\n<\/ol>\n<p>Check your answers using the\u00a0<a class=\"internal\" href=\"https:\/\/opentextbc.ca\/plumbing3b\/back-matter\/self-test-answer-keys\/\">Self-Test Answer Keys<\/a> in Appendix 1.<\/p>\n<\/div>\n<\/div>\n<h3>Media Attributions<\/h3>\n<ul>\n<li>Figure 1 An example of a simple piping layout using some common abbreviations\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 2 TOTAL fixture load at the fixture spout\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 3 Simple building water distribution system sketch\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 4 Decreasing fixture unit values for direct flush valves\u00a0John Gordon is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by-nc-sa\/4.0\/\">CC BY-NC-SA licence<\/a>.<\/li>\n<li>Figure 5 An example of pressure loss due to elevation\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 6 Service water heater possible connection locations to the distribution system\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 7 Correct method to count WSFU load with the HWH connected in the middle\u00a0by Scott Armor, Camosun College Piping Department is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<li>Figure 8 How to use the table for the example question\u00a0by Camosun College is licensed under a\u00a0<a href=\"https:\/\/creativecommons.org\/licenses\/by\/4.0\/\">CC BY 4.0 licence<\/a>.<\/li>\n<\/ul>\n<hr class=\"before-footnotes clear\" \/><div class=\"footnotes\"><ol><li id=\"footnote-140-1\">Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available. <a href=\"#return-footnote-140-1\" class=\"return-footnote\" aria-label=\"Return to footnote 1\">&crarr;<\/a><\/li><li id=\"footnote-140-2\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-2\" class=\"return-footnote\" aria-label=\"Return to footnote 2\">&crarr;<\/a><\/li><li id=\"footnote-140-3\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-3\" class=\"return-footnote\" aria-label=\"Return to footnote 3\">&crarr;<\/a><\/li><li id=\"footnote-140-4\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-4\" class=\"return-footnote\" aria-label=\"Return to footnote 4\">&crarr;<\/a><\/li><li id=\"footnote-140-5\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-5\" class=\"return-footnote\" aria-label=\"Return to footnote 5\">&crarr;<\/a><\/li><li id=\"footnote-140-6\">Where there is a wide fluctuation of pressure in the main throughout the day, the minimum static pressure available. <a href=\"#return-footnote-140-6\" class=\"return-footnote\" aria-label=\"Return to footnote 6\">&crarr;<\/a><\/li><li id=\"footnote-140-7\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-7\" class=\"return-footnote\" aria-label=\"Return to footnote 7\">&crarr;<\/a><\/li><li id=\"footnote-140-8\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-8\" class=\"return-footnote\" aria-label=\"Return to footnote 8\">&crarr;<\/a><\/li><li id=\"footnote-140-9\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-9\" class=\"return-footnote\" aria-label=\"Return to footnote 9\">&crarr;<\/a><\/li><li id=\"footnote-140-10\">1 foot of head = 0.443 psi loss or gain and 1 meter of head = 10 kPa loss or gain <a href=\"#return-footnote-140-10\" class=\"return-footnote\" aria-label=\"Return to footnote 10\">&crarr;<\/a><\/li><\/ol><\/div>","protected":false},"author":123,"menu_order":2,"template":"","meta":{"pb_show_title":"on","pb_short_title":"","pb_subtitle":"Describe Sizing for the Building Water Supply 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