Short Stack Dev – Full Stack to Short Stack Presentation – Shortstackdev.com
Section 3 Single Stack System -...
Transcript of Section 3 Single Stack System -...
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-1
3. Sanitary Plumbing Single Stack System On completion of this section, students should be able to: Design, install and develop bills of quantities for the Single Stack Systems for domestic, commercial and industrial premises of over SIX (6) floor levels and interpret sanitary plumbing design for the systems.
Assessment Criteria 3.1 Describe, design, install and develop bills of quantities for single stack sanitary plumbing
systems for domestic, commercial and industrial premises to meet the requirements of the Building Code of Australia, Plumbing Code of Australia and AS/NZS 3500.
3.2 Describe, design, install and develop bills of quantities for single stack modified sanitary
plumbing systems for domestic, commercial and industrial premises to meet the requirements of the Building Code of Australia, Plumbing Code of Australia and AS/NZS 3500.
Assessment Method may include
• Written assessment based on assessment criteria.
• Practical activities based on assessment criteria.
• Designs based on assessment criteria.
• Assignment based on assessment criteria
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-2
3.1 Describe, design, install and develop bills of quantities for single stack sanitary plumbing systems for domestic, commercial and industrial premises to meet the requirements of the Building Code of Australia, Plumbing Code of Australia and AS/NZS 3500.
Refer Plumbing & Drainage Guide (BRANZ) If a multi-story building can be designed within the parameters of a single stack system, then this will usually be the simplest and most economic method of providing sanitary plumbing. A single stack system: a) is generally designed around stacks of DN 100 diameter, but there are variations to this; b) is based on the principle that there is sufficient air within the system for a number of
fixtures to be connected to the stack without the need to vent individual fixture discharge pipes;
c) the load effect of fixtures connected to the stack d) the maximum number of floor levels permitted to be connected to the stack are limited e) the class of the building (Residential or Commercial) f) where relief vents and cross-vents are installed and g) the number and type of fixtures permitted to be connected at any one floor level
Principles of Operations Refer AS/NZS 3500.2 Clause 8.2.1 The single stack systems are designed on the principles that the air within the discharge pipes from fixtures, the stack and the stack vent allows the permitted type and number of fixtures to be connected to the stack without the need for individual trap vents/air admittance valves or, in the case of ranges of fixtures, venting of the common discharge pipe.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-3
Sizing of Stacks – Residential Buildings
Refer AS/NZS 35.00.2 Clause 8.7 Stacks are sized by totalling the individual fixture unit ratings as given in Table 6.1 and considering the maximum number of floors through which the stack may pass (see Table 8.3), if the point at which the stack connects to the drain is more than 2.4 m below the lowest floor level, then that length of pipe must be counted as a floor level (refer AS/NZS 3500.2 Figure 8.3).
Sizing Single Stack Systems for Domestic or Residential Buildings Using AS/NZS3500.2 students are to complete the table below
Table 8.3 Single Stack System – Domestic or
Residential Buildings Size of stack
DN Maximum fixture unit
loading Maximum number of
consecutive floor levels
100
125
150
The maximum number and type of fixtures that are permitted to be connected at any floor level for a residential building are: Refer AS/NZS 3500.2 Clause 8.4.1
2 basins
2 baths
2 bidets
2 cloths-washing machines
2 dishwashing machines
2 kitchen sinks (double or single domestic with or without food waste disposal units)
2 laundry troughs
2 showers
2 water closet pans
2 floor waste gullies
2 bar sinks
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-4
Ground
S B
Shr Bth.
B
Shr Bth.
B
Shr Bth.
B
Shr Bth.
B
Shr Bth.
WC
WC
WC
WC
WC
Shr
Shr
Shr
Shr
ShrWC
WC
WC
WC
WC
Tr. (L)
Tr. (L)
Tr. (L)
Tr. (L)
Tr. (L)
B
B
B
B
B
S
S
FW
FW
FW
FW
FW
S
STACK VENT (SEE CLAUSE 8.6)
FW
OBLIQUE JUNCTION
OBLIQUE JUNCTION
Fig. 3.1 Single stack residential building
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-5
Sizing Single Stack Systems for Commercial or Industrial buildings
Using AS/NZS3500.2 students are to complete the table below
Table 8.4 Single Stack System – Commercial or
Industrial Buildings Size of stack
DN Maximum fixture unit
loading Maximum number of
consecutive floor levels 100
125
150
The maximum number and types of fixtures that are permitted to be connected at any floor level for a commercial or industrial building are: Refer AS/NZS 3500.2 Clause 8.4.2
5 basins
1 cleaner’s sink
1 drinking fountain
1 sink
5 wall-hung urinals
5 water closet pans
2 showers
1 x 3 m slab type urinal
2 bar sinks
Note:
• No additional or alternative fixtures shall be connected except tundishes receiving minor discharges.
• At any one floor level, the maximum discharge from all floor waste gullies shall not exceed five basins, one drinking fountain, one cleaner’s sink and two showers (see Note 3 to Table 6.1).
• Within commercial and industrial buildings the following fixtures may be connected in a range of fixtures as listed below and shown in Fig. 8.2:
i) 5 basins;
ii) 5 wall-hung urinals; and
iii) 5 water closet pans.
• The conditions for the connection method will be covered later in this learning outcome.
• If your design does not fall within the conditions mentioned, then you would need to consider a Fully Vented Modified System.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-6
Fig. 3.2 Single stack commercial or industrial building
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-7
Connection of Fixture Discharge Pipes In domestic or residential buildings, fixtures shall be connected to the stack individually or through floor waste gullies. In commercial or industrial buildings, fixtures may be connected to the stack individually, through floor waste gullies or in a range of the same type of fixtures.
Unequal Oblique Stack Junction
Refer AS/NZS 3500.2. As well as the above methods of connections, two waste fixture discharge pipes, including discharge pipes from floor waste gullies may be connected at the same level within 1 m of the stack, by means of an oblique junction if:
a) the angle between the two fixture discharge pipes shall be not greater than 45°. b) the outlet of the junction is one size larger than the largest fixture pipe except in the case
of a floor waste gully that does not receive the discharge from a fixture; and. c) the section of pipe downstream of the 45° junction is included as part of the permitted
maximum length of the fixture discharge pipe.
STACK
1 m max.
FIXTURE DISCHARGE PIPE
FIXTURE DISCHARGE PIPE
45° max.
45° JUNCTION ONE PIPE SIZELARGER THAN LARGEST
FIXTURE DISCHARGE PIPE
Fig. 3.3 Unequal oblique stack junction
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-8
Length of Fixture Discharge Pipes
Length and gradients of unvented fixture discharge pipes Using AS/NZS3500.2 students are to complete the table below Fixture type Max. length
(m) Permitted grade
% Waste fixture
WC pan DN 100
WC pan DN 80
Urinal DN 50 to 80
Note:
• If the length of fixture discharge pipes exceeds that as outlined above and within Appendix D, then a Trap Vent or Air Admittance Valve must be fitted.
• As stated at the start of this learning outcome, a single stack system is designed on the principle that the air within the discharge pipes, the stack and stack vent allows the type and number of fixtures to be connected without the need for extra ventilation.
• Extra consideration has to be given to the fixture discharge pipes apart from size, length and grade; such as the number of bends.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-9
Bends in fixture discharge pipes Refer AS/NZS 3500.2.
Basins and Bidets Shall have not more than two bends in the horizontal plane and two bends in the vertical plane.
Other Fixtures Shall have not more than two bends in the horizontal plane and three bends in the vertical plane. Note:
• Bends 45° or less are not considered as a change of direction or grade.
• If a design needed more than the allowed bends as stated above, the discharge pipe would need venting either via a trap vent or air admittance valve.
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.4 Connection of basins and bidets to a branch pipe or stack
Developed length of discharge pipe must not exceed 2.5 m
Basin or bidet
DN 40 min. trap Stack or graded pipe
1st vertical bend
Total drop of discharge pipe must not exceed 1.5 m
2nd
vertical bend
1st horizontal
bend
2nd
horizontal bend
for basins and bidets the max. bends allowed are:
• two in the horizontal plane
• two in the vertical plane
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-10
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.5 Connection of fixtures other than basins and bidets to a branch pipe or stack
Trap Vents and Air Admittance Valves on over distance discharge pipes. If the fixture discharge pipe is over distance, a vent or air admittance valve is required. This must be connected in accordance with the requirements set out in AS/NZS 3500.2. The size of the vent is dependant on the size of the fixture trap, using AS/NZS3500.2 complete the table below Using AS/NZS3500.2 students are to complete the table below
TABLE 7.3 MINIMUM SIZE OF TRAP VENTS
Size of fixture trap DN
Size of trap vent DN
40
>50 >100
32
40
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-11
Show on the diagrams below the permitted points of connection for the trap vent and the maximum and minimum distance from the trap that the vent should be located
1.5 m max.
A
B
Connect vent/AAV within either Section A or B
P-trap or S-trap
Connect vent/AAVwithin this length
75 mm no connections
permitted within
this distance
600 mm for basins/bidets
1.5 m for other fixtures75 mm
No connectionspermitted withinthis distance
300 mm min.
No connectionspermitted withinthis distance
FIG. 3.6 Connection of vents/AAV to graded discharge pipes Using AS/NZS3500.2 students are to complete the table below
TABLE 6.6 MINIMUM DETERMINED AIRFLOW CAPACITY OF AIR ADMITTANCE VALVE WHEN USED
AS A TRAP, GROUP VENT OR BRANCH DRAIN VENT Fixture unit loading of
discharge pipe Minimum airflow capacity
of AAV, L/s 6 9
10
12 18 24
30 36 42
48 54 60
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-12
Installation of Trap Vents. Trap vents and air admittance valves are installed in one of the following four ways. Draw the approved installation methods. Refer AS/NZS 3500.2.
FIXTURE TRAP
100 mm min.
TRAP VENT OR AAV
(a)
GRADE 1.25% min.
100 mm min.
TRAP VENT OR AAV
(b)
100 mm min.
GRADE 1.25% min
TRAP VENT OR AAV
(c)
TRAP VENT
GRADE 1.25% min.
VENT TO RISE ABOVE
RIM OF FIXTURE
100 mm min.
ALTERATIVEUSE AAV
(d)
Fig. 3.7 vent installation.
Venting of Stack
Refer AS/NZS 3500.2. The stack shall continue upwards to the vent cowl undiminished in size. Stacks that extend not more than three floor levels with a maximum loading of 30 fixture units may have the vent reduced to DN 50.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-13
Three waste fixtures only basins, showers or kitchen sinks may be connected to this top DN 50 vertical section. Refer AS/NZS 3500.2.
Connection of ranges of fixtures This allows groups of fixtures of the same type, to be connected through a common branch pipe without the need for extra ventilation.
Basins
Refer AS/NZS 3500.2.
• The maximum number of basins shall be five The fixture discharge pipe shall be:
a) of size DN 40;
b) not longer than 1 m;
c) installed with not more than one bend; and
d) graded within the range of 2.5 to 5%. The common discharge pipe shall be:
a) not smaller than DN 50;
b) not longer than 4.5 m;
c) installed without a bend; and
d) graded within the range of 2.5 to 5%. The distance between the centre-line of adjacent traps and between the near face of the stack and the centre-line of the nearest trap shall not exceed 2 m.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-14
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.8 Connection of a range of basins
2m max. between basin
traps
max. of five basins in a range
common discharge pipe 4.5m max. with no bends; min. diameter DN 50
2m max. from stack to first trap
grade 2.5 to 5.00%
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-15
Water Closet Pans
Refer AS/NZS 3500.2.
• The maximum number of WC’S shall be five The fixture discharge pipe shall be:
a) not longer than 1.5 for S-trap pans and 2 m for P-trap pans;
b) installed with a maximum of two bends; and
c) graded within the range of 1.65 to 5%. The common discharge pipe shall be:
a) not smaller than DN 100;
b) not longer than 10 m;
c) installed with not more than two bends; and
d) graded within the range of 1.65 to 5%. The distance between the centre-line of adjacent traps and between the near face of the stack and the centre-line of the nearest trap shall not exceed 6 m.
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.9 Connection of a range of WC’s p-trap
max. of five WC pans
Fixture discharge pipe 2m max. for “P” traps
combined discharge pipe
• max. of two 45° bends
• gradient 1.65 to 5.0%
• min. DN 100
• max. length 10m stack
6m max.
6m max.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-16
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.10 Connection of a range of WC’s s-trap
Wall-hung Urinals
Refer AS/NZS 3500.2.
• The maximum number of wall-hung urinals shall be five The fixture discharge pipe shall be:
a) of size DN 50;
b) not longer than 1 m;
c) installed with not more than one bend; and
d) graded within the range of 2.5 to 5%. The common discharge pipe shall be:
e) not smaller than DN 65;
f) not longer than 10 m;
g) installed with not more than two bends; and
h) graded within the range of 2.5 to 5%.
max. of five WC pans
1.5m max. dropper
fixture discharge pipe:
• gradient 1.65 to 5.0%
• Max. of two bends
combined discharge pipe
• max. of two 45° bends
• gradient 1.65 to 5.0%
• min. pipe size DN 100
• max. length 10m
10 m max.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-17
The distance between the centre-line of adjacent traps and between the near face of the stack and the centre-line of the nearest trap shall not exceed 2.5 m.
Refer Plumbing and Drainage Guide (BRANZ)
Fig. 3.11 Connection of a range of wall-hung urinals Note:
If waterless urinals are used they must have two fixtures connected to the discharge pipe upstream of the urinal.
Offsets in Single Stack Systems
Refer AS/NZS 3500.2
An offset may be a steep offset, made up of angles of more than 45° to the horizontal. A graded
offset, made up of an angle of less than 45° to the horizontal, with a minimum grade of 2.5% for DN 80 waste stacks and 1.65% for DN 100 or larger stacks. DN 100 stacks may be offset between the base of the stack and the highest connection as long as;
• the height of the stack must not exceed 10 floor levels;
• if laundry troughs are connected above the upper offset bend, the maximum fixture unit loading for the stack is not to exceed 50.
max. of five wall-hung urinals
1m max.
fixture discharge pipe
• min. grade 2.5 to 5.0%
• max. length 1m
• max. one bend
• min. size DN 50
combined discharge pipe
• min. size DN 65
• max. length 10m
• max. of two bends
• gradient 2.5 to 5.0%
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-18
Using AS/NZS3500.2 students are to complete the table below
TABLE 8.9 OFFSET REQUIREMENTS
Maximum height in consecutive floor levels above the
upper offset bend
Minimum distance between upper offset bend and
connection of fixture discharge pipe
Mm
Minimum distance between lower offset
bend and connection of fixture discharge pipe
mm
Maximum fixture unit loading
5
10
10
Ground
1st
2nd
3rd
4th
STACK DN 100 min.
TO SEWER
45°Min. DISTANCE(SEE TABLE 8.9)
600 mm min.
Fig. 3.12 Typical steep connection
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-19
Steep offset below the lowest connection
Refer AS/NZS 3500.2. Where a steep offset is below the lowest connection;
• the height of the stack must not exceed 3 floor levels;
• there is a maximum number of 30 fixture units permitted through the offset;
• laundry troughs shall not be connected.
45°
To sewer
Lowest grades pipe100 mm min.(see Clause 8.9.4)
Fig. 3.13 Steep offset below lowest connection Note:
In an area where foaming is likely to occur, the minimum distance permitted at or near the offset may need to be increased.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-20
Graded Offset
Refer AS/NZS 3500.2. A DN 100 stack may be offset between the base of the stack and the highest connection as long as;
• only one graded offset is permitted;
• with a maximum of 10 consecutive floor levels;
• with a minimum of 2 m between centre-lines of vertical sections;
• The upper vertical section must be installed in accordance with Clause 7.6.2; and
• the graded lower vertical section in accordance with Table 7.8
Using AS/NZS3500.2 students are to complete the table below
TABLE 7.8 MINIMUM GRADE OF OFFSET
Size of graded section DN
Min. gradient %
<80
100
125
150
225
300
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-21
600 min.
900 min.
450 min.2500 min.
WC only with DN 40 trap vent
(600 min.)
900 min.
or Air Admittance Valve
as per AS/NZS 3500.2 Clause 6.9
Stack vent (see Clause 8.6)
2 m min.
Fig. 3.14 Graded offset
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-22
3.2 Describe, design, install and develop bills of quantities for single stack modified sanitary plumbing systems for domestic, commercial and industrial premises to meet the requirements of the Building Code of Australia, Plumbing Code of Australia and AS/NZS 3500.
The single stack modified system permits stacks to receive a higher discharge loading or to be extended to serve a greater number of floor levels by introducing a relief vent and cross-vents. The cross-vents are installed between the stack and relief vent or the installation of pressure attenuators.
The introduction of a relief vent and cross-vents into the system, allows for any excess pressure variations to be alleviated. The connection of the fixture and discharge pipes is the same as that covered for the single stack system; the only difference is the addition of a relief vent and cross-vents or the use of pressure attenuators. Using AS/NZS3500.2 students are to complete the table below
TABLE 8.5 SINGLE STACK MODIFIED SYSTEM – DOMESTIC
OR RESIDENTIAL BUILDINGS
Size of stack DN
Maximum fixture unit
loading
Maximum number of
consecutive floor levels
Size of relief vent and cross-
vent DN
Location of cross-vents
100
100
100
100
Alternate floors
Each floor
Alternate floors
Each floor
TABLE 8.6
SINGLE STACK MODIFIED SYSTEM – OTHER THAN RESIDENTIAL TYPE BUILDINGS
Size of stack DN
Maximum fixture unit
loading
Maximum number of
consecutive floor levels
Size of relief vent and cross-
vent DN
Location of cross-vents
100
125
150
Each floor
Each floor
Each floor
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-23
Fig 3.15 Single stack modified residential building
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-24
Fig. 3.16 Single stack modified commercial or industrial building
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-25
Waste Stacks
Waste stacks may be used to pick up waste fixtures only;
Using AS/NZS3500.2 students are to complete the table below
TABLE 8.1 SIZE OF WASTE STACK
Size of stack DN
Maximum fixture unit loading
40
50
65
80
100
TABLE 8.7 WASTE STACKS – LOADING PERMITTED
THROUGH GRADED OFFSET Size of graded section
of offset DN
Maximum fixture unit loading permitted through the offset
40
50
65
80
100
A DN 65 waste stack may receive the discharge from kitchen sinks and laundry troughs provided;
• the stack does not exceed two floor levels measured between its base and the highest floor
level to which fixtures are connected;
• only two kitchen sinks or one kitchen sink and one laundry trough are separately connected at each floor level.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-26
Acceptable Variations
AS/NZS 3500 Clause 8.8 lists acceptable variations to the requirements for single stack system such as:
a) A DN 80 stack up to three floors in height for domestic or residential buildings;
b) A DN 80 stack up to two floors with the top section graded; c) A DN 100 stack up to three floors with the top section graded, receiving up to 30 fixture
units; d) A DN 100 stack of one floor with the top section graded, receiving 90 fixture units; Students are encouraged to read these variation and the others listed to gain an understanding of the special conditions for their installation.
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-27
CPCPSN4011A
Plan, size and layout sanitary pipe work and fixtures
Section 3
Student Name:
Due date: ________________ Answer the following questions in the space provided ‘Quote references’. 1. Name the parts of the stack shown below as numbered.
1. STACK VENT
3. STACK
4. SINGLE STACK SYSTEM8. SINGLE STACK
MODIFIED SYSTEM
6. RELIEF VENT
7. CROSS VENT
2. FIXTURE TRAP
5. FLOOR WASTE GULLY
1) 2)
3) 4)
5) 6)
7) 8)
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-28
2. What is the principle a single stack system operates on?
3. What is the difference in design between a single stack and single stack modified
systems?
4. What is meant by the term, “Range of Fixtures”?
5. In what type of building (classification) is a range of fixtures allowed to be installed,
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-29
6. A single stack sanitary plumbing system is possibly the most common type of stack design used in “low rise” domestic buildings.
a) Explain THREE (3) benefits of this system. i) ii) iii) b) Explain TWO (2) disadvantages of the Single Stack system. i) ii)
STUDENT NOTES CPCPSN4011A Plan, size and layout sanitary pipe work and fixtures
© 2012 TAFE NSW Section 3-30
Instructions: Complete the design below to comply with the requirements of AS/NZS 3500. 1. Draw directly onto this sheet. Using the correct colour code. 2. Provide all pipe sizes. 3. Show the number of fixture units per floor and include a total. 4. Include any venting requirements and indicate where you would locate any Air
Admittance Valve.