Fox Blocks ICF Canadian Engineering Specifications

Transcription

Canadian Engineering Specifications
Fox Blocks Insulated Concrete Forms
Contents
Design Limitations .................................................................................................................................... 11
1.
Design Parameters ..................................................................................................................... 12
2.
Construction .................................................................................................................................. 13
3.
Concrete .......................................................................................................................................... 14
4.
Reinforcing Steel ......................................................................................................................... 14
5.
Above Grade and Below Grade Walls ................................................................................. 16
Distributed Reinforcing Steel ..................................................................................................... 16
Window and Door Openings ...................................................................................................... 17
Stair Openings .................................................................................................................................. 18
Concentrated Point Loads ........................................................................................................... 18
Shear Walls ........................................................................................................................................ 19
General Use of Tables .................................................................................................................... 19
6.
Lintels .............................................................................................................................................. 20
7.
Walkout Basements ................................................................................................................... 21
Above Grade Walls Details and Tables ............................................................................................. 23
Below Grade Walls Details and Tables ............................................................................................. 33
Lintels for Fox Blocks Walls Details and Tables ........................................................................... 43
Miscellaneous Details and Tables ....................................................................................................... 87
Appendix 1 - NBCC 2010 Climatic and Seismic Information ................................................... 99
Above Grade Walls Details and Tables
Details
A - 1 Above Grade Reinforcement Placement ........................................................................................ 24
A - 2 Concentrated Reinforcement Layout for Shear Walls .............................................................. 25
Tables
A - 1 Distributed Reinforcement for Sa(0.2) ≤ 0.4 and q1/50 ≤ 1.05kPa. ........................................ 26
A - 2 Distributed Reinforcement for Sa(0.2) > 0.4 and q1/50 ≤ 1.05kPa......................................... 27
A - 3 Shear Walls for Sa(0.2) ≤ 0.4 and q1/50 ≤ 0.50kPa. ....................................................................... 28
A - 6 Shear Walls for Sa(0.2) > 0.4 and q1/50 ≤ 1.05kPa......................................................................... 31
Below Grade Walls Details and Table
Details
B - 1 Below Grade Reinforcement Placement ......................................................................................... 35
Tables
B - 1 Distributed Reinforcement for Sa(0.2) ≤ 0.25 and q1/50 ≤ 1.05kPa ....................................... 36
B - 2 Distributed Reinforcement for Sa(0.2) ≤ 0.70 and q1/50 ≤ 1.05kPa ...................................... 38
B - 3 Distributed Reinforcement for Sa(0.2) ≤ 1.20 and q1/50 ≤ 1.05kPa ...................................... 40
Lintel Details and Tables
Details
L - 1 Lintel Reinforcement Elevation........................................................................................................... 44
L - 2 Lintel Stirrups Detail ................................................................................................................................ 45
L - 3 Lintel Stirrups Hook Detail .................................................................................................................... 45
Tables
L - 4 x 8 Lintel Reinforcement ...................................................................................................................... 46
L - 4 x 12 Lintel Reinforcement .................................................................................................................... 48
L - 10 x 12 Lintel Reinforcement ................................................................................................................... 78
Miscellaneous Details and Tables
Details
D - 1 Footing Detail.............................................................................................................................................. 88
D - 2 Rim Joist Installation ............................................................................................................................... 89
Tables
D - 1 Floor Ledger Anchor Bolts Size and Spacing ................................................................................ 90
D – 2 Footing Dowels Size and Spacing ...................................................................................................... 90
D - 3 Slab Shear Block Maximum Spacing ................................................................................................. 90
D - 4 Minimum Exterior Strip Footing Sizes Not Supporting Snow Loads ................................. 91
D - 5 Minimum Exterior Strip Footing Sizes Supporting Snow Loads ≤ 2.0 kPa ...................... 92
D - 6 Minimum Exterior Strip Footing Sizes Supporting Snow Loads ≤ 4.0 kPa ...................... 93
D - 7 Ledge Block Load Ratings with xLerator Reinforcement........................................................ 94
D - 8 Permissible Above Grade Construction for Buildings with Walkout Basements ......... 96
D - 9 Descriptions of Above Grade Construction ................................................................................... 97
Applicable to Saskatchewan stamps within this document.
Design Limitations
Note: If the proposed construction does not meet the parameters
provided in this section or in the tables, a local design
professional shall be retained to prepare the design in
accordance with applicable standards.
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Design Limitations
1. Design Parameters
1.1
These tables only apply to residential buildings conforming to Part 9 of the 2010 National
Building Code of Canada (NBCC).
1.2
The design and construction of all work shall conform to the latest editions of the NBCC, the
local building code, local regulations and bylaws and the occupational health and safety act.
1.3
These tables have been designed to resist gravity, wind and earthquake forces in
accordance with the 2010 NBCC for the criteria indicated in the design limitations and in
the design tables.
1.4
Design is limited to one (1) floor below grade and a maximum of two (2) stories above
grade.
1.5
The maximum building dimensions are:
Building Length
24.4 m
80 ft
Building Width
12.2 m
40 ft
Building Aspect Ratio (Length:Width)
Sa(0.2)≤0.4
2.5:1
Sa(0.2)>0.4
2:1
Roof Clear Span
12.2 m
40 ft
Floor Clear Span
7.32 m
24 ft
Second Floor Wall Height
3.05 m
10 ft
100 mm (4”) Thick
3.05 m
10 ft
150, 200, 250 mm (6,8,10”) Thick
4.88 m
16 ft
3.66 m
12 ft
Roof Snow
4.0 kPa
84 psf
Floor Live
1.9 kPa
40 psf
Roof Dead
0.7 kPa
15 psf
Floor Dead
0.7 kPa
15 psf
Concrete Density
23.6 kN/m3
150 lb/ft3
Brick Veneer Density
20.0 kN/m3
128 lb/ft3
Main Floor Wall Height
Foundation Wall Height
1.6
12
The maximum unfactored gravity loads are:
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Design Limitations
1.7
The lateral soil pressures against below grade walls are:
Area Surcharge (Ko = 0.5)
Equivalent Fluid Density of Soil (Ko =1.0)
2.4 kPa
50 psf
480 – 1200 kg/m3
30 – 75 pcf
1.8
The wind loads are indicated in the design tables.
1.9
Seismic limits in the tables are based on Sa(0.2) values. The following additional seismic
data was used in the analysis. These are the maximum associated values from Appendix C
of the 2010 NBCC for the selected Sa(0.2) values.
Sa(0.2)
0.15
0.25
0.40
0.70
1.20
Sa(0.5)
0.11
0.17
0.26
0.57
0.94
Sa(1.0)
0.070
0.088
0.16
0.46
0.48
Sa(2.0)
0.034
0.038
0.094
0.24
0.21
PGA
0.092
0.14
0.20
0.35
0.61
1.10 Only seismic site classes A, B, C and D, as defined in Part 4 of the NBCC, are permitted.
1.11 Wall and lintel deflections have been limited to L/360.
1.12 The maximum building aspect ratio is the longest plan dimension divided by the shortest
plan dimension of the building. Attached garages can be excluded from the aspect ratio
calculation provided they are separated from the main building by ICF walls meeting the
requirements of this guide.
1.13 The design of foundation walls and footings assume a minimum 8’-0” tall basement wall
with a minimum 4’-0” of backfill around the perimeter of the building, with the exceptions
given for walkout basements.
1.14 Foundation walls and footings are to be reviewed by a structural engineer to support the
shear and overturning forces from above grade shear walls for each project where
Sa(0.2)>0.7.
2. Construction
2.1
All walls are to be laterally supported by the building foundation, roof and floor systems,
designed by others.
2.2
The foundation wall to strip footing connection shall be installed as per the miscellaneous
details and tables.
2.3
Foundation walls shall be laterally supported at the top and bottom prior to backfilling.
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Design Limitations
2.4
The contractor shall make adequate provision for construction loads and temporary
bracing to keep the structure plumb and in true alignment at all phases of construction.
2.5
Hydrostatic pressure due to water build-up has not been included in the design and
analysis. Backfill shall be drained in accordance with NBCC 2010 9.4.4.6.
2.6
Surface grading around the foundation is to slope away from building to allow surface
water to drain away.
2.7
Provide adequate frost protection for all foundation walls and footings, both during
construction and in the final installation.
2.8
Construction joints shall be made and located so as not to impair the strength of the
structure. All specified reinforcing bars shall have minimum lap lengths across all
construction joints.
2.9
Construction joints shall not be installed within 610 mm (2ft) of a wall opening.
2.10 All dimensions are in millimetres unless noted otherwise.
3. Concrete
3.1
Concrete work shall conform to the latest editions of CSA A23.1,2,3 for materials and
workmanship.
3.2
The minimum 28 day compressive strength of concrete shall be 20 MPa.
3.3
Use maximum 9.5mm (3/8”) diameter pea gravel with 100mm (4”) and 150mm (6”) thick
concrete walls.
3.4
Concrete pours shall be terminated at locations of lateral support.
3.5
Use high frequency vibration to place all concrete.
3.6
Take adequate measures to protect concrete from exposure to freezing temperatures and
precipitation at least seven days after concrete placement.
4. Reinforcing Steel
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4.1
Use Grade 400 deformed rebar placed in accordance with the manual of standard practice.
4.2
Reinforcement size, spacing and placement to be in accordance with notes and design
tables for above grade walls, below grade walls and lintels.
4.3
10M bars may be installed as distributed steel where 15M bars are specified provided they
are installed at half the spacing required for 15M bars. 15M bars may be installed as
distributed steel where 10M bars are specified, but must be installed at the same spacing as
specified for the 10M bars.
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Design Limitations
4.4
The required number of bars specified for concentrated reinforcing steel can be converted
to 15M bars as per the following conversion table:
Number of Concentrated Reinforcing Bars
at the Ends of Shear Walls
Specified 10M
2
3 or 4
5 or 6
Equivalent 15M
1
2
3
4.5
Only 10M bars shall be used as distributed reinforcement in 4” thick walls.
4.6
Maintain a minimum concrete clear cover and reinforcement spacing of 40mm (1 ½”) for
all reinforcing steel.
4.7
Where bars within a lintel cannot achieve a minimum concrete side cover and spacing of
40mm (1½"), the bars are required to be bundled. The following notes apply to all bundled
bars:
a) Groups of parallel reinforcing bars bundled in contact, assumed to act as a unit, with
not more than four in any one bundle, may be used. Bundled bars shall be tied, wired,
or otherwise fastened together to ensure that they remain in position.
b) Bundled bars shall not be spliced over the span of any lintel.
4.8
Minimum bar lap length shall be:
a) 450 mm (18") for 10M bars
b) 650 mm (26") for 15M bars
c) 750 mm (30") for 20M bars
4.9
Standard hook lengths shall be:
a) 200 mm (8”) for 10M bars
b) 250 mm (10”) for 15M bars
c) 300 mm (12”) for 20M bars
4.10 Guidance was taken from PCA 100-2012 Prescriptive Design of Exterior Walls for One- and
Two-Family Dwellings where steel reinforcement does not meet the minimum
requirements of CSA A23.3 Clause 14.1. References to research conducted by PCA for these
conditions are included in PCA 100-2012.
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Design Limitations
4.11 Where the vertical wall reinforcement spacing exceeds maximum spacing requirements
according to CSA A23.3 Clause 14.1 the design capacity is at least one third more than
required.
4.12 Horizontal temperature and shrinkage reinforcing steel has been set at either 10M
horizontal bars at 406mm (16”) on center or 813mm (32”) on center for wall thicknesses
up to 10". This is due to ideal curing conditions within the ICF system, which reduce the
risk of cracking. In addition, finishes are not applied directly to the concrete wall; therefore,
the risk of potential cracks propagating to the surface of the finishes is minimized.
5. Above Grade and Below Grade Walls
5.1
Above grade and below grade walls are designed to resist out-of-plane and in-plane loads
by providing the specified reinforcing steel.
5.2
Provide horizontal and vertical distributed steel throughout all walls as described in the
Distributed Reinforcing Steel section.
5.3
Provide additional concentrated horizontal and vertical steel around door and window
openings, beside stair openings, under point loads, and at the ends of all walls and at all
corners as described in the Window and Door Openings, Stair Openings, Concentrated
Point Loads and Shear Walls sections.
Distributed Reinforcing Steel
5.4
Horizontal reinforcing is to consist of 10M or 15M continuous bars at 406mm (16") o.c., or
813mm (32") o.c., in accordance with the tables.
5.5
Provide one continuous horizontal bar 150mm (6") from the top of the wall and at all floor
levels.
5.6
Tables A-1 and A-2 provide the necessary distributed vertical steel to resist the out-ofplane loads for above grade walls.
5.7
Tables B-1 to B-3 provide the necessary distributed vertical steel to resist the out-of-plane
loads for below grade walls.
5.8
The vertical distributed reinforcing bar spacing given in millimetres in the tables is the
nominal dimension, the bar spacing in inches is the exact dimension. The vertical bar
spacing is given as multiples of the form web spacing.
5.9
For walls above grade, the vertical reinforcing is to be placed in the middle of the wall as
shown in Detail A-1.
5.10 For walls below grade, the vertical reinforcing is to be placed on the inside face of the wall
as shown in Detail B-1. The distance to the center of the bar from the inside face of the
concrete for 150 (6), 200 (8), and 250mm (10”) forms is 56, 57, and 60mm respectively for
both 10M and 15M vertical bars.
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Design Limitations
5.11 Distributed reinforcing in a wall shall not be less than that required for the wall above.
5.12 The maximum spacing of reinforcement for locations with a seismic zone classification
Sa(0.2) ≤ 0.40 shall be 48” on center for vertical steel and 32” on center for horizontal steel.
5.13 The maximum spacing of reinforcement for locations with a seismic zone classification 0.4
< Sa(0.2) ≤ 0.70 shall be 15M at 24” on center and 10M at 16”on center for the vertical steel
and 10M at 16”on center for the horizontal steel.
5.14 The maximum spacing of reinforcement for locations with a seismic zone classification 0.70
< Sa(0.2) ≤ 1.2 shall be 15M at 16” on center and 10M at 12”on center for the vertical steel
and 15M at 16”on center for the horizontal steel.
Window and Door Openings
5.15 The cumulative width of openings in above grade walls shall not be more than 70% of the
total wall length.
5.16 The cumulative width of openings in below grade walls shall not be more than 25% of the
total wall length.
5.17 Openings in below grade walls shall not exceed a maximum width of 1.83m (6′-0") and a
maximum height of 0.914m (3’-0”).
5.18 The length of solid wall between two openings in below grade walls shall be equal to the
average width of the openings and at least 1.22m (4′-0").
5.19 A minimum of 2-10M bars is to be installed completely around all sides of openings.
5.20 Provide additional horizontal reinforcing steel directly above the opening as required for
lintels.
5.21 Horizontal bars above and below the opening shall extend a minimum of 610mm (24") past
opening.
5.22 Vertical bars on each side of the opening shall extend the full height of the wall.
5.23 Distributed vertical reinforcing steel that is interrupted by an opening shall be replaced by
an equal amount of concentrated vertical reinforcing steel with half placed on each side of
the opening. The additional steel is to be evenly distributed within a distance equal to half
the opening width, up to a maximum of 1.22m (4’-0”), from each side of the opening.
5.24 If the spacing of the additional concentrated vertical reinforcing required on each side of
openings, described in the previous note, is less than 150mm (6"), a local design
professional shall be retained to prepare the design in accordance with applicable
standards.
5.25 Provide additional vertical reinforcing at the sides of openings as required at the ends of
shear walls.
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Design Limitations
Stair Openings
5.26 Additional reinforcement is to be provided in exterior walls where a stair opening
interrupts the required lateral support provided by the floor framing.
5.27 The maximum dimension of the stair opening parallel to the wall is 10’-0” for a 4” thick wall
and 15’-0” for other walls.
5.28 Lateral restraint of the wall is to be provided by the floor framing on each side of the stair
opening, by others.
5.29 The spacing of distributed vertical reinforcement is to be reduced for a distance of 1.22m
(4’-0”) on each side of the stair opening for above grade and below grade walls. The
required spacing is calculated by the following equation:
SREDUCED = 2.44/(LUNSUPPORTED + 2.44) * STABLES
(METRIC)
SREDUCED = 8/(LUNSUPPORTED + 8) * STABLES
(IMPERIAL)
where
SREDUCED = the bar spacing (mm/in) required at the sides of the stair opening.
STABLES = the required bar spacing (mm/in) for a laterally supported wall as
determined from Tables A-1 and A-2 for above grade walls and B-1 to B-3 for below
grade walls.
LUNSUPPORTED = the length of wall (m/ft) that is laterally unsupported as a result of a
stair opening in the floor framing.
5.30
Additional distributed horizontal reinforcing bars are to be added at the stair opening as
specified by a professional engineer.
5.31 Reserved.
Concentrated Point Loads
5.32 All point loads, such as concentrated loads created by girder trusses, columns and beams,
shall bear directly on top of the concrete wall, and shall not be hung or in any other manner
create an eccentric loading on the concrete wall. Provide beam pockets as necessary.
5.33 The minimum length of solid wall without openings directly below point loads, such as
concentrated loads created by girder trusses, columns and beams, shall be 6′-0. In addition
to the wall reinforcing required in the following tables, two additional 15M vertical bars
shall be installed directly below the point load.
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Design Limitations
Shear Walls
5.34 All solid ICF wall segments between openings are to be considered shear walls.
5.35 Openings 150mm (6”) in diameter and less are permitted within a shear wall, provided
they do not occur within 300mm (12”) of the ends of the shear wall.
5.36 A minimum number and length of shear walls is required in each exterior wall in each
building direction on all levels in the building as specified in Tables A-3 to A-6 for above
grade walls. This is to replace the requirements for 1200mm long wall segments at each
corner in exterior walls specified in NBCC 9.20.17.3.(1) and 9.20.17.4.(1).
5.37 Below grade walls shall have the same number and length of shear walls as required for the
walls immediately above.
5.38 All walls shall be proportionally and evenly distributed in both the transverse and
longitudinal direction of the building.
5.39 A minimum number of full height vertical reinforcing bars are to be installed at the ends of
all required shear walls in accordance with Tables A-3 to A-6 for the number and length of
shear walls provided. These bars are referred to as concentrated reinforcement and are in
addition to the distributed reinforcement specified elsewhere.
5.40 The concentrated vertical reinforcement at the ends of all required shear walls are to be
continuous to the bottom of the foundation wall by providing the minimum required lap
length at all splices.
5.41 The concentrated vertical reinforcement at the ends of each required shear wall is to be
placed in accordance with Detail A-2.
5.42 Horizontal reinforcement in shear walls where Sa(0.2) > 0.4 shall be terminated at the ends
of the wall with a standard hook.
General Use of Tables
5.43 The height of an above grade wall is the distance from the top of the floor connection at its
base to the bottom of the floor or roof connection at its top.
5.44 The height of a below grade wall is the distance from the top of the basement floor slab to
the point of bearing for the floor system.
5.45 Backfill height against a below grade wall is the distance from the top of the basement floor
slab to the finished exterior grade level.
5.46 Interpolation within the tables is not permitted.
5.47 Any table may be used where the local wind and seismic design values do not exceed the
maximum values given in the table.
5.48 Choose the first column in Tables A-3 to A-6 that meets the minimum required number and
lengths of shear wall to determine the minimum number of bars to install at the ends of all
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Design Limitations
shear walls (sides of all openings and at each corner). Therefore, first check if there is at
least one shear wall that meets the minimum length requirement given in the table for one
shear wall. If not, then check if there are at least two shear walls that meet the minimum
length requirement given in the table for two shear walls, and so on. When a number of
shear walls is found that meets the minimum length requirements, use that column to
determine the required concentrated reinforcement at the ends of those shear walls.
6. Lintels
6.1
All concrete wall segments above openings are to be considered lintels.
6.2
The top of all lintels is to be laterally supported by the roof and floor systems, designed by
others.
6.3
Lintels shall be a minimum of 200mm (8”) deep.
6.4
Minimum lintel reinforcing is to consist of bottom bars indicated in the design tables, along
with horizontal 10M continuous wall reinforcing at 406mm (16") on center, and a
minimum of 1-10M top bar located 89mm (3½") from the top of the lintel.
6.5
Lintel bottom reinforcing is to be installed a maximum of 89mm (3½") from the bottom of
the lintel and is to extend a minimum of 610mm (24") past the wall opening.
6.6
Where stirrups are required they shall be single 10M hook stirrups installed around
bottom and top bars as shown in Details L-2 and L-3.
6.7
Provide a minimum of three stirrups in all lintels at the spacing indicated in the tables
when Sa(0.2) > 0.4.
6.8
The lintel design tables are only applicable for uniformly distributed gravity line loads. A
local design professional shall be retained to prepare the design of lintels to resist lateral
loads or point loads, such as concentrated loads created by girder trusses, columns and
beams, in accordance with applicable standards.
6.9
The uniformly distributed load (UDL) is calculated by multiplying the roof and/or floor
loads, including snow load (SL), live load (LL) and dead load (DL), by the tributary width
(TW) of the roof and/or floor. The tributary width is determined by adding half the span of
each rafter/joist bearing on the concrete lintel. For example, the UDL for a lintel supporting
floor joists spanning 10′-0" and roof trusses spanning 30’-0” on one side only is calculated
as follows:
UDL = TWFLOOR * (LLFLOOR + DLFLOOR) + TWROOF * (SLROOF + DLfROOF)
UDL = (10 ft/2) * (40 psf + 15 psf) + (30 ft/2) * (84 psf + 15 psf)
UDL = 275 lbs/ft + 1485 lbs/ft = 1760 lbs/ft
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Design Limitations
6.10 The weight of walls above the lintel has been included in the design of the lintel tables and
does not need to be added to the UDL calculated as described above.
6.11 Where there is less than 305mm (12") of wall between openings, the lintel shall be
reinforced to span over both openings.
6.12 Where there is less than 610mm (24") of wall between openings, and openings are greater
than 1.53m (5′-0") in length, the lintel shall be reinforced to span over both openings.
7. Walkout Basements
7.1
This section limits the allowable above grade construction and specifies the minimum
length of basement sidewalls to ensure overall building stability is maintained for a
walkout basement condition. Slope stability is by others.
7.2
Any building on a sloping site where the overall grade difference is more than 3’-0” is
considered a walkout basement. The lowest exterior grade level can be above the
basement floor level. The highest exterior grade level must be at least 1.22m (4’-0”) above
the basement floor.
7.3
Requirements in this section do not apply to buildings on a generally level site with a
maximum grade difference less than 0.9m (3’-0”) around the perimeter of the building.
7.4
The following additional limitations apply to buildings with walkout basements:
Maximum seismic design parameter, Sa(0.2)
Maximum wind design parameter, q1/50
Max Equivalent Fluid Density of Soil (KO=1.0)
Footing to soil coefficient of friction
Minimum footing projection beyond ICF form
0.25
-
0.75 kPa
15 psf
480 kg/m3
30 pcf
0.40
-
0.15 m
6”
7.5
Buildings on sloping sites that do not meet the requirements of this section require a local
design professional to prepare the design in accordance with applicable standards.
7.6
The foundation walls are to extend a minimum 4’-0” below grade for the entire perimeter
of the building. Step the footings in accordance with NBCC 2010 9.15.3.9 to maintain the
required foundation depth. Shallow foundation design is not permissible.
7.7
Reinforce the footings with 2-15M continuous and provide 15Mx24”x24” bent bars at all
corners of the footings.
7.8
Use Tables D-8 and D-9 to determine the allowable above grade construction for the local
climate data. Building construction that differs from the allowable construction requires a
local design professional to prepare the design in accordance with applicable standards.
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Design Limitations
7.9
The sidewall is the longest basement wall on each side of the building parallel to the
building width.
7.10 The minimum sidewall length specified in Table D-8 is to be at least 80% of the building
width.
7.11 The sidewalls are to be full height ICF walls reinforced for the maximum backfill height.
7.12 Openings are permitted in the sidewall in accordance with the general limitations;
however, a minimum of 6’-0” of wall height is to be maintained below all openings in the
sidewalls.
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Drawing A-1 – Above Grade Reinforcement Placement
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Drawing A-2 – Concentrated Reinforcement Layout for Shear Walls
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Table A-1
Wall Height
m (ft)
Above Grade Wall Distributed Reinforcement for
Seismic Zone Classification, Sa(0.2) ≤ 0.4, and
Hourly Wind Pressure, q1/50 ≤ 1.05 kPa.
100 mm (4") Wall
150 mm (6") Wall
200 mm (8") Wall
250 mm (10") Wall
Vertical Reinforcement Size and Spacing, mm (in), for Hourly Wind Pressure, q1/50 ≤ 0.5 kPa
2.44
(8)
10 M @ 600 (24)
10 M @ 800 (32)
10 M @ 1000 (40)
2.75
(9)
10 M @ 400 (16)
10 M @ 800 (32)
10 M @ 1000 (40)
10 M @ 1200 (48)
10 M @ 1200 (48)
3.05 (10)
10 M @ 300 (12)
15 M @ 1200 (48)
10 M @ 1000 (40)
10 M @ 1200 (48)
3.66 (12)
-
15 M @ 800 (32)
15 M @ 1200 (48)
10 M @ 800 (32)
4.27 (14)
4.88 (16)
-
15 M @ 600 (24)
15 M @ 400 (16)
15 M @ 1000 (40)
15 M @ 600 (24)
15 M @ 1200 (48)
15 M @ 800 (32)
2.44
(8)
10 M @ 300 (12)
15 M @ 1200 (48)
10 M @ 800 (32)
2.75
(9)
10 M @ 300 (12)
15 M @ 1000 (40)
10 M @ 800 (32)
10 M @ 1200 (48)
10 M @ 1000 (40)
3.05 (10)
10 M @ 300 (12)
15 M @ 800 (32)
15 M @ 1200 (48)
10 M @ 800 (32)
3.66 (12)
-
15 M @ 600 (24)
15 M @ 800 (32)
15 M @ 1200 (48)
4.27 (14)
4.88 (16)
-
15 M @ 400 (16)
15 M @ 300 (12)
15 M @ 600 (24)
15 M @ 400 (16)
15 M @ 800 (32)
15 M @ 600 (24)
2.44
(8)
10 M @ 300 (12)
15 M @ 1000 (40)
15 M @ 1200 (48)
10 M @ 800 (32)
2.75
(9)
10 M @ 300 (12)
15 M @ 800 (32)
15 M @ 1000 (40)
15 M @ 1200 (48)
3.05 (10)
-
15 M @ 600 (24)
15 M @ 800 (32)
15 M @ 1000 (40)
3.66 (12)
-
15 M @ 400 (16)
15 M @ 600 (24)
15 M @ 800 (32)
4.27 (14)
4.88 (16)
-
15 M @ 300 (12)
-
15 M @ 400 (16)
15 M @ 300 (12)
15 M @ 600 (24)
15 M @ 400 (16)
Horizontal Reinforcement Size and Spacing, mm (in), for All Hourly Wind Pressures
All
10 M @ 813 (32)
10 M @ 813 (32)
10 M @ 813 (32)
10 M @ 813 (32)
NOTES:
1. This table is to be used in conjunction with the "Design Limitations."
2. Bolded data indicates reinforcing for ground floor concrete walls only. Second floor concrete walls to be limited in height to 3.0m
(10'-0").
26
March 2014
Table A-2
Wall Height
m (ft)
Above Grade Wall Distributed Reinforcement for
Seismic Zone Classification, Sa(0.2) > 0.4, and
100 mm (4") Wall
150 mm (6") Wall
200 mm (8") Wall
250 mm (10") Wall
Vertical Reinforcement Size and Spacing, mm (in), for Seismic Zone Classification, Sa(0.2) ≤ 0.7
2.44
(8)
-
10 M @ 400 (16)
10 M @ 400 (16)
2.75
(9)
-
10 M @ 400 (16)
10 M @ 400 (16)
10 M @ 400 (16)
10 M @ 400 (16)
3.05 (10)
-
15 M @ 600 (24)
10 M @ 400 (16)
10 M @ 400 (16)
3.66 (12)
-
15 M @ 400 (16)
15 M @ 600 (24)
15 M @ 600 (24)
4.27 (14)
4.88 (16)
-
15 M @ 300 (12)
15 M @ 400 (16)
15 M @ 300 (12)
15 M @ 600 (24)
15 M @ 400 (16)
Horizontal Reinforcement Size and Spacing, mm (in), for Seismic Zone Classification Sa(0.2) ≤ 0.7
All
10 M @ 406 (16)
10 M @ 406 (16)
10 M @ 406 (16)
10 M @ 406 (16)
Vertical Reinforcement Size and Spacing, mm (in), for Seismic Zone Classification, Sa(0.2) ≤ 1.2
2.44
(8)
-
10 M @ 300 (12)
10 M @ 300 (12)
2.75
(9)
-
10 M @ 300 (12)
10 M @ 300 (12)
15 M @ 400 (16)
15 M @ 400 (16)
3.05 (10)
-
10 M @ 300 (12)
10 M @ 300 (12)
15 M @ 400 (16)
3.66 (12)
-
15 M @ 400 (16)
10 M @ 300 (12)
15 M @ 400 (16)
4.27 (14)
4.88 (16)
-
15 M @ 300 (12)
15 M @ 400 (16)
15 M @ 300 (12)
15 M @ 400 (16)
15 M @ 400 (16)
Horizontal Reinforcement Size and Spacing, mm (in), for Seismic Zone Classification Sa(0.2) ≤ 1.2
All
15 M @ 406 (16)
15 M @ 406 (16)
15 M @ 406 (16)
15 M @ 406 (16)
NOTES:
2. Bolded data indicates reinforcing for ground floor concrete walls only. Second floor concrete walls to be limited in height to 3.0m
(10'-0").
27
March 2014
Table A-3
Wall Height
m (ft)
Minimum Number and Lengths of Shear Walls and
Concentrated Vertical Reinforcement at Ends of Shear Walls for
Sa(0.2) ≤ 0.15
Seismic Zone Classification
Sa(0.2) ≤ 0.25
Sa(0.2) ≤ 0.40
Number of Shear Walls 3
1
2
3
4
1
2
3
4
1
2
3
4
Main Floor ICF Walls of One Storey ICF Structure or
Second Floor ICF Walls of Two Storey ICF Structure
Minimum Length of Each Shear Wall for All Wall Heights
8'-0"
4'-0"
2'-8"
2'-0"
14'-0"
7'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
4'-8"
3'-6"
Number of Vertical 10M Reinforcing Bars at the Ends of Each Shear Wall 4,5,6
2
2
3
3
2
2
2
3
2
3
3
3
2
2
3
3
2
3
4
2
3
3
4
2
4
2
3
3
4
3
5
2
3
4
5
3
5
2
3
5
-
20'-0"
10'-0"
6'-8"
5'-0"
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
4
4
2
3
3
3
4
5
28'-0"
14'-0"
9'-4"
7'-0"
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
3
4
4
5
34'-0"
17'-0"
11'-4"
8'-6"
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
3
3
3
3
4
5
5
Main Floor ICF Walls of Two Storey Structure with Wood Second Floor Walls
12'-0"
6'-0"
4'-0"
3'-0"
18'-0"
9'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
6'-0"
4'-6"
2
2
3
3
2
2
3
3
2
3
3
4
2
2
3
3
2
3
4
4
2
3
4
4
2
4
5
5
2
3
4
5
2
4
5
2
3
5
6
2
5
6
2
3
5
6
Main Floor ICF Walls of Two Storey ICF Structure
14'-0"
7'-0"
4'-8"
3'-6"
22'-0"
11'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
7'-4"
5'-6"
2
3
4
4
2
2
3
4
2
4
4
5
2
2
4
4
2
4
5
5
2
3
4
5
2
4
5
6
2
3
4
5
2
5
6
2
4
6
6
2
6
2
4
6
-
NOTES:
2. All four sides of the building are to have a minimum number and length of shear walls that conforms to this table.
3. Use the first column that meets the minimum number and length of shear walls to determine the required concentrated reinforcement.
4. The required number of 10M bars may be replaced by an equivalent number of 15M bars as given in the design limitations.
5. All concentrated reinforcement is to be continuous to the bottom of the foundation wall. Provide lap splices as required.
6. Concentrated reinforcement is to be placed in accordance with Detail A-2.
7. This table is to be used with the associated distributed steel in Table A-1.
28
March 2014
Table A-4
Wall Height
m (ft)
Sa(0.2) ≤ 0.15
Sa(0.2) ≤ 0.25
Sa(0.2) ≤ 0.40
1
2
3
4
1
2
3
4
1
2
3
4
8'-0"
4'-0"
2'-8"
2'-0"
12'-0"
6'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
4'-0"
3'-0"
2
3
3
3
2
2
3
3
2
3
4
4
2
3
3
4
2
4
4
2
3
4
4
2
4
2
3
4
4
2
4
2
4
5
5
2
4
2
4
5
-
16'-0"
8'-0"
5'-4"
4'-0"
2
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
5
5
3
4
4
5
5
6
23'-0"
11'-6"
7'-8"
5'-9"
2
2
2
2
2
2
2
2
2
3
3
3
3
3
4
4
5
5
4
4
4
5
6
6
30'-0"
15'-0"
10'-0"
7'-6"
2
2
2
2
2
2
2
2
2
2
2
2
3
4
4
4
5
5
4
4
4
6
6
6
12'-0"
6'-0"
4'-0"
3'-0"
16'-0"
8'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
5'-4"
4'-0"
2
3
4
4
2
3
4
4
2
3
4
4
2
3
4
4
2
3
4
4
2
3
4
5
2
4
5
5
2
4
5
6
2
4
5
2
4
5
6
2
5
6
2
4
5
-
14'-0"
7'-0"
4'-8"
3'-6"
20'-0"
10'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
6'-8"
5'-0"
2
3
4
4
2
3
4
4
2
4
4
5
2
3
4
5
2
4
5
5
2
3
4
5
2
5
6
6
2
4
6
6
2
5
6
2
4
6
2
6
2
4
6
-
NOTES:
29
March 2014
Table A-5
Wall Height
m (ft)
Sa(0.2) ≤ 0.15
Sa(0.2) ≤ 0.25
Sa(0.2) ≤ 0.40
1
2
3
4
1
2
3
4
1
2
3
4
8'-0"
4'-0"
2'-8"
2'-0"
12'-0"
6'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
4'-0"
3'-0"
2
3
4
4
2
2
3
3
2
3
4
4
2
3
4
4
2
3
4
2
3
4
4
2
3
2
3
4
2
4
2
3
4
2
4
2
3
4
-
16'-0"
8'-0"
5'-4"
4'-0"
2
2
2
2
2
2
2
3
3
3
3
3
3
3
4
4
4
4
3
4
4
4
5
5
22'-0"
11'-0"
7'-4"
5'-6"
2
2
2
2
2
2
2
2
2
2
2
2
3
4
4
4
4
4
4
4
4
5
5
6
28'-0"
14'-0"
9'-4"
7'-0"
2
2
2
2
2
2
2
2
2
2
2
2
3
4
4
4
4
4
4
5
5
5
5
5
14'-0"
7'-0"
4'-8"
3'-6"
15'-0"
7'-6"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
5'-0"
3'-9"
2
2
3
3
2
3
4
5
2
2
3
4
2
3
4
5
2
2
3
4
2
4
5
5
2
2
3
4
2
4
5
6
2
2
4
2
4
5
6
2
2
4
2
4
5
-
14'-0"
7'-0"
4'-8"
3'-6"
18'-0"
9'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
6'-0"
4'-6"
2
4
4
5
2
3
4
5
2
4
5
5
2
4
5
6
2
4
5
6
2
4
5
6
2
5
6
2
4
6
6
2
5
6
2
4
6
2
6
2
4
6
-
NOTES:
30
March 2014
Table A-6
Wall Height
m (ft)
Sa(0.2) ≤ 0.40
Sa(0.2) ≤ 0.70
Sa(0.2) ≤ 1.2
1
2
3
4
1
2
3
4
1
2
3
4
10'-0"
6'-0"
4'-0"
3'-0"
15'-0"
9'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
6'-0"
4'-0"
2
2
3
3
2
2
3
4
2
3
4
4
2
2
4
5
2
3
4
5
2
3
5
6
2
4
5
6
2
3
5
6
3
5
6
2
4
6
3
5
2
4
6
-
16'-0"
10'-0"
7'-0"
5'-0"
2
2
2
2
3
3
2
2
3
3
5
-
2
4
5
5
-
4
5
6
-
24'-0"
14'-0"
10'-0"
8'-0"
2
2
2
2
2
2
2
3
4
5
6
-
3
4
5
6
-
4
5
6
-
28'-0"
17'-0"
13'-0"
10'-0"
2
2
2
2
2
2
2
3
4
5
6
-
3
4
5
6
-
5
5
6
-
14'-0"
8'-0"
6'-0"
4'-0"
18'-0"
12'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
8'-0"
6'-0"
2
3
3
5
2
2
4
5
2
3
4
5
2
2
4
5
2
4
5
6
2
3
5
6
2
5
5
2
3
6
2
6
6
3
4
2
6
6
3
4
-
18'-0"
11'-0"
8'-0"
6'-0"
24'-0"
15'-0"
2.44
2.75
3.05
3.66
4.27
4.88
(8)
(9)
(10)
(12)
(14)
(16)
11'-0"
8'-0"
2
2
3
4
2
2
3
5
2
3
4
5
2
3
4
6
2
3
5
6
2
3
5
6
2
4
5
6
2
4
5
2
4
6
2
4
6
2
4
6
2
4
6
-
NOTES:
7. Horizontal steel in the required shear walls is to be hooked at the ends of the shear wall.
8. This table is to be used with the associated distributed steel in Table A-2. When using this table for Sa(0.2)≤0.4 use the distributed steel in Table
A-2 for Sa(0.2)≤0.7.
31
March 2014
This page intentionally left blank.
32
Below Grade Walls Details and Tables
33
March 2014
34
March 2014
Drawing B-1 – Below Grade Reinforcement Placement
35
March 2014
Below Grade Wall Distributed Reinforcement for
Hourly Wind Pressure, q1/50 ≤ 1.05kPa.
Table B-1
Wall
Height
m (ft)
Backfill
Height
m (ft)
Backfill Equivalent Fluid Density
3
150mm (6") Wall
480 kg/m (30 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
10M @
10M @
10M @
10M @
10M @
10M @
10M @
10M @
10M @
10M @
15M @
10M @
10M @
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
720 kg/m3 (45 pcf)
200mm (8") Wall
250mm (10") Wall
Vertical Reinforcement Size and Spacing, mm (in)
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
600
400
400
400
400
600
400
400
400
400
600
400
400
400
400
200
600
600
400
400
400
200
200
200
600
600
400
400
400
200
200
200
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(8)
(24)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
(24)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
10M @
10M @
10M @
10M @
15M @
10M @
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
600
600
400
400
600
600
600
400
400
600
400
600
400
400
600
600
400
400
400
400
400
600
400
400
400
400
400
400
600
600
400
400
400
200
200
(24)
(24)
(16)
(16)
(24)
(24)
(24)
(16)
(16)
(24)
(16)
(24)
(16)
(16)
(24)
(24)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(16)
(24)
(24)
(16)
(16)
(16)
(8)
(8)
1200
800
800
600
400
800
800
600
400
400
600
800
600
600
400
400
600
400
800
600
600
400
600
600
400
400
800
600
400
400
600
400
400
400
400
(48)
(32)
(32)
(24)
(16)
(32)
(32)
(24)
(16)
(16)
(24)
(32)
(24)
(24)
(16)
(16)
(24)
(16)
(32)
(24)
(24)
(16)
(24)
(24)
(16)
(16)
(32)
(24)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
400
600
400
400
400
400
600
400
400
400
200
600
600
400
400
200
200
200
600
400
400
400
200
200
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(24)
(24)
(16)
(16)
(8)
(8)
(8)
(24)
(16)
(16)
(16)
(8)
(8)
600
400
400
200
200
200
(24)
(16)
(16)
(8)
(8)
(8)
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
600
600
400
600
400
600
400
400
600
400
400
400
400
600
400
400
400
200
400
400
600
400
400
400
200
200
400
600
600
400
400
400
200
200
200
(24)
(24)
(16)
(24)
(16)
(24)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(16)
(24)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
10M @
10M @
10M @
10M @
15M @
10M @
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
800
800
600
400
600
800
600
400
400
600
400
800
600
400
600
600
400
400
600
400
400
600
400
400
400
400
600
400
600
600
400
400
400
200
200
(32)
(32)
(24)
(16)
(24)
(32)
(24)
(16)
(16)
(24)
(16)
(32)
(24)
(16)
(24)
(24)
(16)
(16)
(24)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(24)
(24)
(16)
(16)
(16)
(8)
(8)
Horizontal Reinforcement Size and Spacing, mm (in)
All
All
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
NOTES:
1. This table is to be used in conjunction with the "Design Limitations" and "Below Grade Reinforcement Placement" drawing.
2. For highlighted data, where the below grade wall meets all the requirements of NBC Part 9 for a solid concrete foundation wall and supports only wood frame
construction above, a 20MPa unreinforced wall is adequate as per 2010 NBC Table 9.15.4.2.A. Provide the reinforcing shown for walls supporting ICF walls above
or with brick veneer supported with the brick ledge form.
3. Below grade walls supporting "Drained Earth" in accordance with 2010 NBC 9.4.4.6. may be designed for an equivalent fluid pressure of 480kg/m3.
36
March 2014
Table B-1
(Continued)
Wall
Height
m (ft)
Backfill
Height
m (ft)
3
150mm (6") Wall
960 kg/m (60 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
1200 kg/m3 (75 pcf)
200mm (8") Wall
250mm (10") Wall
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
600
400
400
200
400
400
400
400
200
200
600
400
400
200
200
200
(16)
(24)
(16)
(16)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(24)
(16)
(16)
(8)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
-
600
400
600
400
400
400
400
600
400
400
400
400
400
600
400
400
200
200
400
600
400
400
400
200
200
200
400
600
400
400
200
200
200
(24)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(8)
(8)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
800
600
400
600
400
800
600
400
600
400
400
600
400
600
600
400
400
400
600
400
600
400
400
400
200
200
600
400
600
400
400
400
200
200
200
(32)
(24)
(16)
(24)
(16)
(32)
(24)
(16)
(24)
(16)
(16)
(24)
(16)
(24)
(24)
(16)
(16)
(16)
(24)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(24)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
600
400
400
200
200
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
(24)
(16)
(16)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
600
600
400
400
400
600
400
400
400
200
400
600
400
400
200
200
200
400
600
400
400
200
200
200
(16)
(24)
(24)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
600
400
400
400
200
200
(24)
(16)
(16)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
800
400
600
600
400
600
400
600
400
400
400
600
400
600
400
400
400
200
600
400
600
400
400
200
200
200
400
600
600
400
400
200
200
200
(32)
(16)
(24)
(24)
(16)
(24)
(16)
(24)
(16)
(16)
(16)
(24)
(16)
(24)
(16)
(16)
(16)
(8)
(24)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(24)
(16)
(16)
(8)
(8)
(8)
All
All
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
10M @ 813 (32)
NOTES:
37
March 2014
Seismic Zone Classification, 0.25 < Sa(0.2) ≤ 0.70, and
Table B-2
Wall
Height
m (ft)
Backfill
Height
m (ft)
3
150mm (6") Wall
480 kg/m (30 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
10M @
10M @
10M @
15M @
15M @
10M @
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
720 kg/m3 (45 pcf)
200mm (8") Wall
250mm (10") Wall
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
600
400
400
200
400
400
400
400
200
200
400
400
400
200
200
200
(16)
(24)
(16)
(16)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
600
400
400
400
400
600
400
400
400
600
400
400
400
400
200
200
400
400
400
400
400
200
200
200
400
600
400
400
200
200
200
200
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(8)
400
400
400
600
600
400
400
400
600
400
400
400
400
600
600
400
400
400
400
400
600
400
400
400
200
200
400
400
600
400
400
400
200
200
200
(16)
(16)
(16)
(24)
(24)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(24)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
200
200
400
400
400
200
200
200
600
400
400
200
200
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
(24)
(16)
(16)
(8)
(8)
600
400
400
200
(24)
(16)
(16)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
600
400
400
400
400
400
400
400
200
400
600
400
400
400
200
200
400
600
400
400
200
200
200
200
400
600
400
400
200
200
200
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
10M @
10M @
10M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
400
400
400
600
400
400
400
600
400
400
400
400
400
600
400
400
400
200
400
400
600
400
400
400
200
200
400
400
600
400
400
200
200
200
200
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(8)
All
All
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
NOTES:
38
March 2014
Table B-2
(Continued)
Wall
Height
m (ft)
Backfill
Height
m (ft)
3
150mm (6") Wall
960 kg/m (60 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
-
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
1200 kg/m3 (75 pcf)
200mm (8") Wall
250mm (10") Wall
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
200
200
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
400
400
600
400
400
400
200
400
600
400
400
200
200
200
400
600
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
400
600
400
200
200
200
(16)
(24)
(16)
(8)
(8)
(8)
400
400
600
600
400
400
400
600
400
400
400
400
400
600
400
400
400
200
400
400
600
400
400
200
200
200
400
400
400
400
400
200
200
200
(16)
(16)
(24)
(24)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(8)
(16)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
600
400
400
200
200
600
400
200
200
200
(24)
(16)
(16)
(8)
(8)
(24)
(16)
(8)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
600
400
200
200
(24)
(16)
(8)
(8)
400 (16)
400 (16)
200 (8)
10M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
600
400
400
400
400
600
400
400
200
200
400
600
400
400
200
200
200
400
600
400
200
200
200
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(16)
(24)
(16)
(8)
(8)
(8)
600
400
400
200
200
(24)
(16)
(16)
(8)
(8)
10M @
10M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
10M @
10M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
10M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
600
400
400
400
400
600
400
400
400
400
400
400
400
400
200
200
400
600
400
400
200
200
200
200
400
600
400
400
200
200
200
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(24)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
(8)
(16)
(24)
(16)
(16)
(8)
(8)
(8)
All
All
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
10M @ 406 (16)
NOTES:
39
March 2014
Table B-3
Wall
Height
m (ft)
Backfill
Height
m (ft)
3
150mm (6") Wall
480 kg/m (30 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
720 kg/m3 (45 pcf)
200mm (8") Wall
250mm (10") Wall
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
200
200
400
400
200
200
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
400 (16)
400 (16)
200 (8)
400 (16)
400 (16)
200 (8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
400
400
400
400
400
200
200
400
400
400
200
200
200
200
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
400
200
200
400
400
400
400
200
200
200
200
400
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
200
200
200
400
400
200
200
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(8)
(8)
400 (16)
400 (16)
200 (8)
400 (16)
400 (16)
200 (8)
400 (16)
400 (16)
200 (8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
200
400
400
400
200
200
200
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
400
400
400
400
400
400
200
400
400
400
400
200
200
200
400
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
400
200
200
(16)
(16)
(16)
(16)
(8)
(8)
All
All
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
NOTES:
40
March 2014
Table B-3
(Continued)
Wall
Height
m (ft)
Backfill
Height
m (ft)
3
150mm (6") Wall
960 kg/m (60 pcf)
200mm (8") Wall
250mm (10") Wall
150mm (6") Wall
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
1200 kg/m3 (75 pcf)
200mm (8") Wall
250mm (10") Wall
2.44
(8.0)
2.74
(9.0)
3.05
(10.0)
3.35
(11.0)
3.66
(12.0)
1.22
1.53
1.83
2.13
2.44
1.22
1.53
1.83
2.13
2.44
2.74
1.22
1.53
1.83
2.13
2.44
2.74
3.05
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
1.22
1.53
1.83
2.13
2.44
2.74
3.05
3.35
3.66
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(4.0)
(5.0)
(6.0)
(7.0)
(8.0)
(9.0)
(10.0)
(11.0)
(12.0)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
200
200
(16)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
400 (16)
400 (16)
200 (8)
400 (16)
200 (8)
200 (8)
400 (16)
200 (8)
200 (8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
200
400
400
400
200
200
200
400
400
400
200
200
(16)
(16)
(16)
(16)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
400
400
400
400
400
400
400
400
400
400
200
400
400
400
400
200
200
200
400
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
200
200
200
(16)
(16)
(16)
(8)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
400 (16)
400 (16)
200 (8)
400 (16)
200 (8)
200 (8)
400 (16)
200 (8)
200 (8)
400 (16)
200 (8)
200 (8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
200
200
400
400
400
200
200
200
400
400
400
200
200
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
400
400
200
200
(16)
(16)
(8)
(8)
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
15M @
-
400
400
400
400
400
400
400
400
400
200
200
400
400
400
400
200
200
200
400
400
400
200
200
200
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(16)
(8)
(8)
(16)
(16)
(16)
(16)
(8)
(8)
(8)
(16)
(16)
(16)
(8)
(8)
(8)
400
400
400
200
200
200
(16)
(16)
(16)
(8)
(8)
(8)
All
All
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
15M @ 406 (16)
NOTES:
41
March 2014
42
Lintels for Fox Blocks Walls Details and Tables
43
March 2014
Detail L - 1 Lintel Reinforcement Elevation.
44
March 2014
Detail L - 2 Lintel Stirrups Detail.
R IN
O M
b
m
6d 0m
6
db
Detail L - 3 Lintel Stirrups Hook Detail.
45
March 2014
Table L-4x8 I
Lintel Reinforcement for Fox Blocks Walls
4" Thick x 8" Deep Lintel Dimensions
Uniformly Distributed Load
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
6
1-#4
9
1-#5
12
1-#5
12
1-#5
12
4
1-#4
0
1-#5
9
1-#5
12
5
1-#5
9
6
8
10
12
14
16
18
20
NOTES:
1. Stirrup Spacing = 3".
2. Stirrup end distance given in inches.
3. Reinforcement located 3.5" from bottom of lintel.
4. Do not install more than 1-#5 bottom bar.
5. This table to be used in conjunction with the "Design Limitations" & "Lintel Details".
6. Shaded cells do not require stirrups, except provide a minimum of three stirrups at each end of the lintel where Sa(0.2)>0.4.
46
2250 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
2500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
March 2014
Table L-4x8 M
100mm Thick x 200mm Deep Lintel Dimensions
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
150
1-10M
225
1-15M
300
1-15M
300
1-15M
300
1200
1-10M
0
1-15M
225
1-15M
300
1500
1-15M
225
33.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
1800
2400
3000
3600
4200
4800
5400
6000
NOTES:
1. Stirrup Spacing = 75mm.
2. Stirrup end distance given in mm.
3. Reinforcement located 89mm from bottom of lintel.
4. Do not install more than 1-15M bottom bar.
47
March 2014
Table L-4x12 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2250 lbs/ft
2500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
12
1-#4
12
1-#4
12
1-#4
12
1-#4
12
1-#4
18
4
1-#4
0
1-#4
0
1-#4
12
1-#4
12
1-#4
18
1-#5
18
1-#5
18
1-#5
18
1-#5
24
5
1-#4
0
1-#4
12
1-#5
18
1-#5
18
1-#5
24
1-#5
24
1-#6
24
1-#6
24
1-#6
30
6
1-#4
12
1-#5
18
1-#5
24
1-#6
24
1-#6
30
8
1-#5
18
1-#6
30
10
1-#6
30
12
14
16
18
20
NOTES:
48
March 2014
Table L-4x12 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
300
1-10M
300
1-10M
300
1-10M
300
1-10M
300
1-10M
450
1200
1-10M
0
1-10M
0
1-10M
300
1-10M
300
1-10M
450
1-15M
450
1-15M
450
1-15M
450
1-15M
600
1500
1-10M
0
1-10M
300
1-15M
450
1-15M
450
1-15M
600
1-15M
600
1-20M
600
1-20M
600
1-20M
750
1800
1-10M
300
1-15M
450
1-15M
600
1-20M
600
1-20M
750
2400
1-15M
450
1-20M
750
3000
1-20M
750
3600
4200
4800
5400
6000
NOTES:
49
March 2014
Table L-4x16 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
16
1-#4
16
1-#4
16
1-#4
16
4
1-#4
0
1-#4
0
1-#4
0
1-#4
16
1-#4
16
1-#4
16
1-#4
16
1-#5
24
1-#5
24
5
1-#4
0
1-#4
0
1-#4
16
1-#4
16
1-#5
16
1-#5
24
1-#5
24
1-#5
24
1-#6
24
6
1-#4
0
1-#4
16
1-#5
16
1-#5
24
1-#5
24
1-#5
32
1-#5
32
1-#6
32
2-#5
32
8
1-#5
16
1-#5
24
1-#5
32
1-#6
32
1-#6
40
2-#5
40
2-#5
40
10
1-#5
24
1-#6
32
2-#5
40
1-#5 +
1-#6
48
2-#6
48
12
1-#6
40
2-#5
48
2-#6
56
14
2-#5
48
16
2-#6
64
18
20
NOTES:
4. Do not install more than 2-#6 bottom bars.
50
March 2014
Table L-4x16 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
400
1-10M
400
1-10M
400
1-10M
400
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
400
1-10M
400
1-10M
400
1-10M
400
1-15M
600
1-15M
600
1500
1-10M
0
1-10M
0
1-10M
400
1-10M
400
1-15M
400
1-15M
600
1-15M
600
1-15M
600
1-20M
600
1800
1-10M
0
1-10M
400
1-15M
400
1-15M
600
1-15M
600
1-15M
800
1-15M
800
1-20M
800
2-15M
800
2400
1-15M
400
1-15M
600
1-15M
800
1-20M
800
1-20M 1000 2-15M 1000 2-15M 1000
3000
1-15M
600
1-20M
800
2-15M 1000
3600
1-20M 1000 2-15M 1200 2-20M 1400
4200
2-15M 1200
4800
2-20M 1600
1-15M +
1200 2-20M 1200
1-20M
5400
6000
NOTES:
4. Do not install more than 2-20M bottom bars.
51
March 2014
Table L-4x24 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
24
1-#4
24
1-#4
24
1-#5
24
5
1-#4
0
1-#4
0
1-#4
0
1-#4
24
1-#4
24
1-#5
24
1-#5
24
1-#5
24
1-#5
24
6
1-#4
0
1-#4
0
1-#4
24
1-#5
24
1-#5
24
1-#5
24
1-#5
36
1-#5
36
1-#5
36
8
1-#4
0
1-#5
24
1-#5
24
1-#5
36
1-#5
36
1-#6
36
1-#6
48
2-#5
48
2-#5
48
10
1-#5
0
1-#5
24
1-#5
36
1-#6
48
1-#6
48
2-#5
48
1-#5 +
1-#6
60
2-#6
60
12
1-#5
24
1-#6
36
1-#6
48
2-#5
60
2-#5
60
2-#6
60
14
1-#6
36
1-#6
48
2-#5
60
1-#5 +
1-#6
72
2-#6
72
16
1-#6
48
2-#5
60
2-#6
72
18
2-#5
60
2-#6
72
20
1-#5 +
1-#6
72
NOTES:
52
March 2014
Table L-4x24 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
600
1-10M
600
1-10M
600
1-15M
600
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
600
1-10M
600
1-15M
600
1-15M
600
1-15M
600
1-15M
600
1800
1-10M
0
1-10M
0
1-10M
600
1-15M
600
1-15M
600
1-15M
600
1-15M
900
1-15M
900
1-15M
900
2400
1-10M
0
1-15M
600
1-15M
600
1-15M
900
1-15M
900
1-20M
900
1-20M 1200 2-15M 1200 2-15M 1200
3000
1-15M
0
1-15M
600
1-15M
900
1-20M 1200 1-20M 1200 2-15M 1200
3600
1-15M
600
1-20M
900
1-20M 1200 2-15M 1500 2-15M 1500 2-20M 1500
4200
1-20M
900
1-20M 1200 2-15M 1500
4800
1-20M 1200 2-15M 1500 2-20M 1800
5400
2-15M 1500 2-20M 1800
6000
1-15M +
1500 2-20M 1500
1-20M
1-15M +
1800 2-20M 1800
1-20M
1-15M +
1800
1-20M
NOTES:
53
March 2014
Table L-4x32 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
18
1-#4
18
1-#5
18
1-#5
18
6
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
36
1-#5
36
1-#5
36
1-#5
36
1-#5
36
8
1-#4
0
1-#4
0
1-#5
36
1-#5
36
1-#5
36
1-#5
36
1-#5
36
1-#6
36
1-#6
36
10
1-#5
0
1-#5
36
1-#5
36
1-#5
36
1-#5
54
1-#6
54
2-#5
54
2-#5
54
1-#5 +
1-#6
54
12
1-#5
0
1-#5
36
1-#5
54
1-#6
54
1-#6
54
2-#5
72
1-#5 +
1-#6
72
2-#6
72
14
1-#5
36
1-#6
54
1-#6
54
2-#5
72
2-#5
72
1-#5 +
1-#6
72
16
1-#5
36
1-#6
54
2-#5
72
1-#5 +
1-#6
72
2-#6
90
18
1-#6
54
2-#5
72
1-#5 +
1-#6
90
2-#6
90
20
2-#5
72
1-#5 +
1-#6
90
2-#6
90
NOTES:
54
March 2014
Table L-4x32 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
450
1-10M
450
1-15M
450
1-15M
450
1800
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
900
1-15M
900
1-15M
900
1-15M
900
1-15M
900
2400
1-10M
0
1-10M
0
1-15M
900
1-15M
900
1-15M
900
1-15M
900
1-15M
900
1-20M
900
1-20M
900
3000
1-15M
0
1-15M
900
1-15M
900
1-15M
900
1-15M 1350 1-20M 1350 2-15M 1350 2-15M 1350
3600
1-15M
0
1-15M
900
1-15M 1350 1-20M 1350 1-20M 1350 2-15M 1800
4200
1-15M
900
1-20M 1350 1-20M 1350 2-15M 1800 2-15M 1800
4800
1-15M
900
1-20M 1350 2-15M 1800
5400
1-20M 1350 2-15M 1800
6000
2-15M 1800
1-15M +
1350
1-20M
1-15M +
1800 2-20M 1800
1-20M
1-15M +
1800
1-20M
1-15M +
1800 2-20M 2250
1-20M
1-15M +
2250 2-20M 2250
1-20M
1-15M +
2250 2-20M 2250
1-20M
NOTES:
55
March 2014
Table L-6x8 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
6
1-#5
6
1-#5
9
1-#5
9
1-#5
12
1-#5
12
4
1-#4
0
1-#5
0
1-#5
6
1-#5
9
1-#6
12
1-#6
15
5
1-#5
0
1-#5
6
1-#6
12
6
1-#5
0
8
10
12
14
16
18
20
NOTES:
56
2250 lbs/ft
Bottom
Reinf.
Steel
March 2014
Table L-6x8 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
150
1-15M
150
1-15M
225
1-15M
225
1-15M
300
1-15M
300
1200
1-10M
0
1-15M
0
1-15M
150
1-15M
225
1-20M
300
1-20M
375
1500
1-15M
0
1-15M
150
1-20M
300
1800
1-15M
0
2400
3000
3600
4200
4800
5400
6000
NOTES:
57
March 2014
Table L-6x12 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2250 lbs/ft
2500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
12
1-#5
12
1-#5
12
4
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
12
1-#5
12
1-#5
12
1-#5
18
1-#5
18
5
1-#4
0
1-#5
0
1-#5
0
1-#5
12
1-#5
12
1-#5
18
1-#6
18
1-#6
24
1-#6
24
6
1-#5
0
1-#5
0
1-#5
12
1-#5
18
1-#6
18
1-#6
24
2-#5
24
2-#5
30
1-#5 +
1-#6
30
8
1-#5
0
1-#6
18
2-#5
24
2-#5
30
1-#5 +
1-#6
30
10
1-#6
12
2-#5
30
12
1-#5 +
1-#6
24
14
16
18
20
NOTES:
58
March 2014
Table L-6x12 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
300
1-15M
300
1-15M
300
1200
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
300
1-15M
300
1-15M
300
1-15M
450
1-15M
450
1500
1-10M
0
1-15M
0
1-15M
0
1-15M
300
1-15M
300
1-15M
450
1-20M
450
1-20M
600
1-20M
600
1800
1-15M
0
1-15M
0
1-15M
300
1-15M
450
1-20M
450
1-20M
600
2-15M
600
2-15M
750
2400
1-15M
0
1-20M
450
2-15M
600
2-15M
750
3000
1-20M
300
2-15M
750
3600
1-15M +
750
1-20M
1-15M +
750
1-20M
1-15M +
600
1-20M
4200
4800
5400
6000
NOTES:
59
March 2014
Table L-6x16 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
16
1-#4
16
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
16
1-#5
16
1-#5
16
1-#5
16
5
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
16
1-#5
16
1-#5
16
1-#5
24
1-#5
24
6
1-#4
0
1-#5
0
1-#5
0
1-#5
16
1-#5
16
1-#5
24
1-#5
24
1-#6
24
2-#6
32
8
1-#5
0
1-#5
16
1-#5
16
1-#6
24
1-#6
32
2-#5
32
2-#5
32
1-#5 +
1-#6
40
2-#6
40
10
1-#5
0
1-#6
24
2-#5
32
2-#5
40
1-#5 +
1-#6
40
2-#6
48
1-#4 +
2-#6
48
12
1-#6
16
2-#5
32
1-#5 +
1-#6
40
1-#4 +
2-#6
48
1-#5 +
2-#6
56
14
2-#5
32
2-#6
48
1-#5 +
2-#6
56
16
2-#6
40
1-#5 +
2-#6
56
18
1-#5 +
2-#6
56
20
NOTES:
60
March 2014
Table L-6x16 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
400
1-10M
400
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
400
1-15M
400
1-15M
400
1-15M
400
1500
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
400
1-15M
400
1-15M
400
1-15M
600
1-15M
600
1800
1-10M
0
1-15M
0
1-15M
0
1-15M
400
1-15M
400
1-15M
600
1-15M
600
1-20M
600
2-20M
800
2400
1-15M
0
1-15M
400
1-15M
400
1-20M
600
1-20M
800
2-15M
800
2-15M
800
3000
1-15M
0
1-20M
600
2-15M
800
2-15M 1000
3600
1-20M
400
2-15M
800
4200
2-15M
800
2-20M 1200
4800
2-20M 1000
1-15M +
1400
2-20M
5400
1-15M +
1400
2-20M
1-15M +
1000 2-20M 1000
1-20M
1-15M +
1-10M +
1000 2-20M 1200
1200
1-20M
2-20M
1-15M +
1-10M +
1-15M +
1000
1200
1400
1-20M
2-20M
2-20M
1-15M +
1400
2-20M
6000
NOTES:
61
March 2014
Table L-6x24 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
24
1-#4
24
1-#5
24
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
24
1-#5
24
1-#5
24
1-#5
24
6
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
24
1-#5
24
1-#5
24
1-#5
36
8
1-#4
0
1-#5
0
1-#5
0
1-#5
24
1-#5
24
1-#6
36
1-#6
36
2-#5
36
2-#5
48
10
1-#5
0
1-#5
0
1-#5
24
1-#6
24
1-#6
36
2-#5
48
1-#5 +
1-#6
48
2-#6
48
1-#4 +
2-#6
60
12
1-#5
0
1-#6
24
1-#6
36
2-#5
36
2-#5
48
2-#6
60
1-#4 +
2-#6
60
1-#5 +
2-#6
60
1-#4 +
3-#6
72
14
1-#6
0
1-#6
36
2-#5
48
1-#5 +
1-#6
48
2-#6
60
1-#5 +
2-#6
72
1-#4 +
3-#6
66
4-#6
72
16
1-#6
24
2-#5
48
1-#5 +
1-#6
60
1-#4 +
2-#6
60
1-#5 +
2-#6
72
1-#5 +
3-#6
72
18
2-#5
36
2-#6
60
1-#4 +
2-#6
72
3-#6
72
1-#5 +
3-#6
84
20
1-#5 +
1-#6
48
1-#4 +
2-#6
72
3-#6
84
1-#5 +
3-#6
84
NOTES:
62
March 2014
Table L-6x24 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
600
1-10M
600
1-15M
600
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
600
1-15M
600
1-15M
600
1-15M
600
1800
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
600
1-15M
600
1-15M
600
1-15M
900
2400
1-10M
0
1-15M
0
1-15M
0
1-15M
600
1-15M
600
1-20M
900
1-20M
900
2-15M
900
2-15M 1200
3000
1-15M
0
1-15M
0
1-15M
600
1-20M
600
1-20M
900
2-15M 1200
1-15M +
1-10M +
1200 2-20M 1200
1500
1-20M
2-20M
3600
1-15M
0
1-20M
600
1-20M
900
2-15M
900
2-15M 1200 2-20M 1500
1-10M +
1-15M +
1-10M +
1500
1500
1800
2-20M
2-20M
3-20M
4200
1-20M
0
1-20M
900
2-15M 1200
4800
1-20M
600
2-15M 1200
1-15M +
1-10M +
1-15M +
1-15M +
1500
1500
1800
1800
1-20M
2-20M
2-20M
3-20M
5400
2-15M
900
2-20M 1500
1-10M +
1-15M +
1800 3-20M 1800
2100
2-20M
3-20M
6000
1-15M +
1-15M +
1-10M +
1200 2-20M 1500
1800
1650 4-20M 1800
1-20M
2-20M
3-20M
1-15M +
1-10M +
1-15M +
1200
1800 3-20M 2100
2100
1-20M
2-20M
3-20M
NOTES:
63
March 2014
Table L-6x32 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
18
1-#5
18
1-#5
18
6
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
36
1-#5
36
1-#5
36
1-#5
36
8
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
36
1-#6
36
1-#6
36
1-#6
36
1-#6
36
10
1-#5
0
1-#5
0
1-#5
0
1-#6
36
1-#6
36
1-#6
36
2-#5
54
2-#5
54
1-#5 +
1-#6
54
12
1-#5
0
1-#6
0
1-#6
36
1-#6
36
1-#6
36
2-#5
54
1-#5 +
1-#6
54
2-#6
72
1-#4 +
2-#6
72
14
1-#6
0
1-#6
36
1-#6
36
2-#5
54
2-#5
54
1-#5 +
1-#6
72
1-#4 +
2-#6
72
1-#5 +
2-#6
72
3-#6
72
16
1-#6
0
1-#6
36
2-#5
54
1-#5 +
1-#6
54
1-#5 +
1-#6
72
1-#4 +
2-#6
72
3-#6
90
1-#4 +
3-#6
90
18
1-#6
36
2-#5
54
1-#5 +
1-#6
72
2-#6
72
1-#4 +
2-#6
90
3-#6
90
1-#5 +
3-#6
90
20
2-#5
36
1-#5 +
1-#6
54
2-#6
72
1-#4 +
2-#6
90
3-#6
90
4-#6
108
NOTES:
64
March 2014
Table L-6x32 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
450
1-15M
450
1-15M
450
1800
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
900
1-15M
900
1-15M
900
1-15M
900
2400
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
900
1-20M
900
1-20M
900
1-20M
900
1-20M
900
3000
1-15M
0
1-15M
0
1-15M
0
1-20M
900
1-20M
900
1-20M
900
2-15M
1350 2-15M 1350
3600
1-15M
0
1-20M
0
1-20M
900
1-20M
900
1-20M
900
2-15M 1350
4200
1-20M
0
1-20M
900
1-20M
900
2-15M 1350 2-15M 1350
4800
1-20M
0
1-20M
900
2-15M 1350
5400
1-20M
900
6000
2-15M
900
2-15M 1350
1-15M +
1350
1-20M
1-15M +
1-10M +
1350 2-20M 1800
1800
1-20M
2-20M
1-15M +
1-10M +
1-15M +
1800
1800
1800 3-20M 1800
1-20M
2-20M
2-20M
1-15M +
1-15M +
1-10M +
1-10M +
1350
1800
1800 3-20M 2250
2250
1-20M
1-20M
2-20M
3-20M
1-15M +
1-10M +
1-15M +
1800 2-20M 1800
2250 3-20M 2250
2250
1-20M
2-20M
3-20M
1-15M +
1-10M +
1350 2-20M 1800
2250 3-20M 2250 4-20M 2700
1-20M
2-20M
NOTES:
65
March 2014
Table L-8x8 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
6
1-#5
6
1-#5
6
1-#5
9
4
1-#5
0
1-#5
0
1-#5
0
1-#5
6
1-#5
6
1-#6
9
1-#6
12
5
1-#5
0
1-#5
0
1-#6
6
1-#6
9
6
1-#5
0
1-#6
0
8
2-#5
0
10
12
14
16
18
20
NOTES:
66
2250 lbs/ft
Bottom
Reinf.
Steel
March 2014
Table L-8x8 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
150
1-15M
150
1-15M
150
1-15M
225
1200
1-15M
0
1-15M
0
1-15M
0
1-15M
150
1-15M
150
1-20M
225
1-20M
300
1500
1-15M
0
1-15M
0
1-20M
150
1-20M
225
1800
1-15M
0
1-20M
0
2400
2-15M
0
3000
3600
4200
4800
5400
6000
NOTES:
67
March 2014
Table L-8x12 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2250 lbs/ft
2500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
12
4
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
12
1-#5
12
1-#5
12
5
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
12
1-#5
12
1-#5
12
1-#6
18
1-#6
18
6
1-#5
0
1-#5
0
1-#5
0
1-#5
12
1-#6
12
1-#6
18
2-#5
18
2-#5
24
2-#5
24
8
1-#5
0
1-#6
0
1-#6
12
2-#5
24
1-#5 +
1-#6
24
2-#6
30
1-#4 +
2-#6
30
10
1-#6
0
2-#5
18
2-#6
24
1-#4 +
2-#6
36
12
1-#5 +
1-#6
12
1-#4 +
2-#6
30
14
1-#4 +
2-#6
24
16
18
20
NOTES:
4. Do not install more than 1-#5 + 2-#6 bottom bars.
68
March 2014
Table L-8x12 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
300
1200
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
300
1-15M
300
1-15M
300
1500
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
300
1-15M
300
1-15M
300
1-20M
450
1-20M
450
1800
1-15M
0
1-15M
0
1-15M
0
1-15M
300
1-20M
300
1-20M
450
2-15M
450
2-15M
600
2-15M
600
2400
1-15M
0
1-20M
0
1-20M
300
2-15M
600
1-15M +
600
1-20M
2-20M
750
3000
1-20M
0
2-15M
450
2-20M
600
3600
1-15M +
1-10M +
300
750
1-20M
2-20M
4200
1-10M +
600
2-20M
1-10M +
750
2-20M
1-10M +
900
2-20M
4800
5400
6000
NOTES:
4. Do not install more than 1-15M + 2-20M bottom bars.
69
March 2014
Table L-8x16 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
16
1-#5
16
5
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
16
1-#5
16
1-#5
16
6
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
16
1-#5
16
1-#5
16
1-#6
24
1-#6
24
8
1-#5
0
1-#5
0
1-#5
0
1-#6
16
1-#6
24
2-#5
24
2-#5
32
1-#5 +
1-#6
32
2-#6
40
10
1-#5
0
1-#6
0
2-#5
16
2-#5
24
1-#5 +
1-#6
32
2-#6
40
1-#4 +
2-#6
40
1-#5 +
2-#6
48
1-#4 +
3-#6
48
12
1-#6
0
2-#5
16
1-#5 +
1-#6
32
2-#6
40
1-#4 +
2-#6
48
3-#6
48
1-#4 +
3-#6
56
14
2-#5
16
2-#6
32
1-#4 +
2-#6
40
3-#6
48
4-#6
56
16
2-#6
24
1-#5 +
2-#6
40
1-#4 +
3-#6
56
18
1-#4 +
2-#6
32
1-#4 +
3-#6
56
20
3-#6
48
NOTES:
70
March 2014
Table L-8x16 M
Lintel
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
Span, +
Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup Bottom Stirrup
mm
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
Reinf.
Steel
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
400
1-15M
400
1500
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
400
1-15M
400
1-15M
400
1800
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
400
1-15M
400
1-15M
400
1-20M
600
1-20M
600
2400
1-15M
0
1-15M
0
1-15M
0
1-20M
400
1-20M
600
2-15M
600
2-15M
800
3000
1-15M
0
1-20M
0
2-15M
400
2-15M
600
3600
1-20M
0
2-15M
400
1-15M +
800
1-20M
4200
2-15M
400
2-20M
800
1-10M +
1000 3-20M 1200 4-20M 1400
2-20M
4800
2-20M
600
5400
6000
2-20M 1000
1-15M +
800
1-20M
2-20M 1000
1-15M +
800
1-20M
2-20M 1000
1-10M +
1-15M +
1-10M +
1000
1200
1200
2-20M
2-20M
3-20M
1-10M +
1-10M +
1200 3-20M 1200
1400
2-20M
3-20M
1-15M +
1-10M +
1000
1400
2-20M
3-20M
1-10M +
1-10M +
800
1400
2-20M
3-20M
3-20M 1200
NOTES:
71
March 2014
Table L-8x24 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
24
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
24
1-#5
24
6
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
24
1-#6
24
1-#6
24
8
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
24
1-#6
24
2-#5
36
2-#5
36
10
1-#5
0
1-#6
0
1-#6
0
1-#6
24
1-#6
24
2-#5
36
1-#5 +
1-#6
36
1-#5 +
1-#6
48
2-#6
48
12
1-#6
0
1-#6
0
1-#6
24
2-#5
24
2-#5
36
1-#5 +
1-#6
48
1-#4 +
2-#6
60
1-#5 +
2-#6
60
1-#4 +
3-#6
60
14
1-#6
0
2-#5
24
2-#5
24
1-#5 +
1-#6
36
2-#6
48
1-#5 +
2-#6
60
1-#4 +
3-#6
72
1-#5 +
3-#6
72
16
2-#5
0
2-#5
24
2-#6
36
1-#4 +
2-#6
48
1-#5 +
2-#6
60
1-#4 +
3-#6
72
18
2-#5
24
2-#6
36
1-#4 +
2-#6
48
1-#5 +
2-#6
60
1-#4 +
3-#6
72
20
1-#5 +
1-#6
24
1-#4 +
2-#6
48
3-#6
60
1-#5 +
3-#6
72
NOTES:
72
March 2014
Table L-8x24 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
600
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
600
1-15M
600
1800
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
600
1-20M
600
1-20M
600
2400
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
600
1-20M
600
2-15M
900
2-15M
900
3000
1-15M
0
1-20M
0
1-20M
0
1-20M
600
1-20M
600
2-15M
900
3600
1-20M
0
1-20M
0
1-20M
600
2-15M
600
2-15M
900
4200
1-20M
0
2-15M
600
2-15M
600
1-15M +
900
1-20M
4800
2-15M
0
2-15M
600
2-20M
900
1-10M +
1-15M +
1-10M +
1200
1500
1800
2-20M
2-20M
3-20M
5400
2-15M
600
2-20M
900
6000
2-20M 1200
1-15M +
1-15M +
900
1200 2-20M 1200
1-20M
1-20M
1-15M +
1-10M +
1-15M +
1-10M +
1200
1500
1500
1500
1-20M
2-20M
2-20M
3-20M
1-15M +
1-10M +
1-15M +
1500
1800
1800
2-20M
3-20M
3-20M
1-10M +
1-15M +
1-10M +
1200
1500
1800
2-20M
2-20M
3-20M
1-15M +
1-10M +
1-15M +
600
1200 3-20M 1500
1800
1-20M
2-20M
3-20M
NOTES:
73
March 2014
Table L-8x32 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
18
6
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
36
1-#5
36
8
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#6
36
1-#6
36
2-#5
36
2-#5
36
10
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
36
2-#5
36
2-#5
36
2-#5
54
2-#5
54
12
1-#5
0
1-#6
0
1-#6
0
2-#5
36
2-#5
36
2-#5
36
1-#5 +
1-#6
54
2-#6
54
1-#4 +
2-#6
54
14
1-#6
0
2-#5
0
2-#5
36
2-#5
36
2-#5
36
1-#5 +
1-#6
54
1-#4 +
2-#6
72
1-#5 +
2-#6
72
3-#6
72
16
2-#5
0
2-#5
0
2-#5
36
1-#5 +
1-#6
54
2-#6
54
1-#4 +
2-#6
72
3-#6
72
1-#4 +
3-#6
90
18
2-#5
0
2-#5
36
1-#5 +
1-#6
54
2-#6
54
1-#4 +
2-#6
72
3-#6
90
1-#5 +
3-#6
90
20
2-#5
0
1-#5 +
1-#6
36
2-#6
54
1-#4 +
2-#6
72
3-#6
72
1-#5 +
3-#6
90
NOTES:
74
March 2014
Table L-8x32 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
450
1800
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
900
1-15M
900
2400
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
900
1-20M
900
2-15M
900
2-15M
900
3000
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
900
2-15M
900
2-15M
900
2-15M 1350 2-15M 1350
3600
1-15M
0
1-20M
0
1-20M
0
2-15M
900
2-15M
900
2-15M
900
4200
1-20M
0
2-15M
0
2-15M
900
2-15M
900
2-15M
900
4800
2-15M
0
2-15M
0
2-15M
900
5400
2-15M
0
2-15M
900
6000
2-15M
0
1-15M +
900
1-20M
1-15M +
1-10M +
1350 2-20M 1350
1350
1-20M
2-20M
1-15M +
1-10M +
1-15M +
1350
1800
1800 3-20M 1800
1-20M
2-20M
2-20M
1-15M +
1-10M +
1-10M +
1350 2-20M 1350
1800 3-20M 1800
2250
1-20M
2-20M
3-20M
1-15M +
1-10M +
1-15M +
1350 2-20M 1350
1800 3-20M 2250
2250
1-20M
2-20M
3-20M
2-20M 1350
1-10M +
1-15M +
1800 3-20M 1800
2250
2-20M
3-20M
NOTES:
75
March 2014
Table L-10x8 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#5
6
1-#5
6
4
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#6
6
1-#6
9
2-#5
9
2-#5
12
5
1-#5
0
1-#5
0
1-#6
0
1-#6
6
2-#5
9
6
1-#5
0
1-#6
0
2-#5
6
8
2-#5
0
10
12
14
16
18
20
NOTES:
76
2250 lbs/ft
Bottom
Reinf.
Steel
March 2014
Table L-10x8 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
150
1-15M
150
1200
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
150
1-20M
225
2-15M
225
2-15M
300
1500
1-15M
0
1-15M
0
1-20M
0
1-20M
150
2-15M
225
1800
1-15M
0
1-20M
0
2-15M
150
2400
2-15M
0
3000
3600
4200
4800
5400
6000
NOTES:
77
March 2014
Table L-10x12 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2250 lbs/ft
2500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
4
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#5
12
1-#5
12
5
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#5
12
1-#5
12
1-#6
12
1-#6
12
6
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#6
12
1-#6
12
2-#5
18
2-#5
18
2-#5
18
8
1-#5
0
1-#6
0
1-#6
0
2-#5
12
1-#5 +
1-#6
18
2-#6
24
2-#6
30
1-#4 +
2-#6
30
1-#5 +
2-#6
30
10
1-#6
0
2-#5
0
1-#5 +
1-#6
18
1-#4 +
2-#6
24
1-#5 +
2-#6
30
12
1-#5 +
1-#6
0
2-#6
18
1-#5 +
2-#6
30
14
1-#4 +
2-#6
12
3-#6
30
16
18
20
NOTES:
78
March 2014
Table L-10x12 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
33.0 kN/m
36.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
300
1-15M
300
1500
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
300
1-15M
300
1-20M
300
1-20M
300
1800
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
300
1-20M
300
2-15M
450
2-15M
450
2-15M
450
2400
1-15M
0
1-20M
0
1-20M
0
2-15M
300
1-15M +
450
1-20M
2-20M
600
2-20M
750
3000
1-20M
0
2-15M
0
3600
1-15M +
1-20M
0
2-20M
450
4200
1-10M +
300
2-20M
3-20M
750
1-10M +
1-15M +
750
750
2-20M
2-20M
1-15M +
1-10M +
1-15M +
450
600
750
1-20M
2-20M
2-20M
1-15M +
750
2-20M
4800
5400
6000
NOTES:
79
March 2014
Table L-10x16 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
1750 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
16
5
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#6
16
1-#6
16
6
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
0
1-#6
16
1-#6
16
1-#6
24
8
1-#5
0
1-#6
0
1-#6
0
1-#6
0
1-#6
16
2-#5
16
2-#5
24
1-#5 +
1-#6
32
2-#6
32
10
1-#6
0
1-#6
0
2-#5
16
2-#5
16
1-#5 +
1-#6
24
2-#6
32
1-#4 +
2-#6
32
1-#5 +
2-#6
40
1-#4 +
3-#6
48
12
1-#6
0
2-#5
0
1-#5 +
1-#6
24
2-#6
32
1-#4 +
2-#6
40
1-#5 +
2-#6
40
1-#4 +
3-#6
48
14
2-#5
0
2-#6
16
1-#4 +
2-#6
32
3-#6
40
1-#4 +
3-#6
48
16
2-#6
0
1-#4 +
2-#6
32
1-#4 +
3-#6
48
4-#6
56
18
1-#4 +
2-#6
16
1-#4 +
3-#6
40
20
3-#6
32
NOTES:
80
March 2014
Table L-10x16 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
25.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
400
1500
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
400
1-20M
400
1800
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
0
1-20M
400
1-20M
400
1-20M
600
2400
1-15M
0
1-20M
0
1-20M
0
1-20M
0
1-20M
400
2-15M
400
2-15M
600
1-15M +
800
1-20M
2-20M
800
3000
1-20M
0
1-20M
0
2-15M
400
2-15M
400
1-15M +
600
1-20M
2-20M
800
3600
1-20M
0
2-15M
0
1-15M +
600
1-20M
2-20M
800
1-10M +
1-15M +
1-10M +
1000
1000
1200
2-20M
2-20M
3-20M
4200
2-15M
0
2-20M
400
1-10M +
800
2-20M
3-20M 1000
4800
2-20M
0
5400
6000
1-10M +
1-15M +
1-10M +
800
1000
1200
2-20M
2-20M
3-20M
1-10M +
1200
3-20M
1-10M +
1-10M +
800
1200 4-20M 1400
2-20M
3-20M
1-10M +
1-10M +
400
1000
2-20M
3-20M
3-20M
800
NOTES:
81
March 2014
Table L-10x24 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
24
6
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#6
24
1-#6
24
8
1-#5
0
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
24
2-#5
24
2-#5
24
2-#5
36
10
1-#5
0
1-#6
0
1-#6
0
2-#5
0
2-#5
24
2-#5
24
1-#5 +
1-#6
36
1-#5 +
1-#6
36
2-#6
48
12
1-#6
0
2-#5
0
2-#5
0
2-#5
24
2-#5
24
2-#6
36
1-#4 +
2-#6
48
1-#5 +
2-#6
48
3-#6
60
14
2-#5
0
2-#5
0
2-#5
24
1-#5 +
1-#6
24
2-#6
36
1-#4 +
2-#6
48
3-#6
60
1-#5 +
3-#6
60
16
2-#5
0
1-#5 +
1-#6
0
2-#6
24
1-#4 +
2-#6
36
1-#5 +
2-#6
48
1-#4 +
3-#6
60
18
1-#5 +
1-#6
0
2-#6
24
1-#4 +
2-#6
36
1-#5 +
2-#6
48
1-#4 +
3-#6
60
20
2-#6
0
1-#4 +
2-#6
36
3-#6
48
1-#5 +
3-#6
60
NOTES:
82
March 2014
Table L-10x24 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
600
1800
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
600
1-20M
600
2400
1-15M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
600
2-15M
600
2-15M
600
2-15M
900
3000
1-15M
0
1-20M
0
1-20M
0
2-15M
0
2-15M
600
2-15M
600
1-15M +
1-15M +
900
900
1-20M
1-20M
3600
1-20M
0
2-15M
0
2-15M
0
2-15M
600
2-15M
600
2-20M
900
1-10M +
1-15M +
1200
1200 3-20M 1500
2-20M
2-20M
4200
2-15M
0
2-15M
0
2-15M
600
1-15M +
600
1-20M
2-20M
900
4800
2-15M
0
1-15M +
1-20M
0
2-20M
600
1-10M +
1-15M +
1-10M +
900
1200
1500
2-20M
2-20M
3-20M
5400
1-15M +
1-20M
0
2-20M
600
6000
2-20M
0
1-10M +
900
2-20M
2-20M 1200
1-10M +
1-15M +
1200 3-20M 1500
1500
2-20M
3-20M
1-10M +
1-15M +
1-10M +
900
1200
1500
2-20M
2-20M
3-20M
3-20M 1200
1-15M +
1500
3-20M
NOTES:
83
March 2014
Table L-10x32 I
Lintel
Span,
ft
500 lbs/ft
750 lbs/ft
1000 lbs/ft
1250 lbs/ft
1500 lbs/ft
2000 lbs/ft
2500 lbs/ft
3000 lbs/ft
3500 lbs/ft
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
3
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
4
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
5
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
6
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#5
36
8
1-#4
0
1-#4
0
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
36
2-#5
36
2-#5
36
10
1-#5
0
1-#5
0
1-#5
0
1-#6
0
1-#6
0
2-#5
36
2-#5
36
2-#5
36
1-#5 +
1-#6
36
12
1-#5
0
1-#6
0
1-#6
0
2-#5
0
2-#5
36
2-#5
36
1-#5 +
1-#6
36
2-#6
54
1-#4 +
2-#6
54
14
1-#6
0
2-#5
0
2-#5
0
2-#5
36
2-#5
36
1-#5 +
1-#6
54
1-#4 +
2-#6
54
1-#5 +
2-#6
72
3-#6
72
16
2-#5
0
2-#5
0
2-#5
0
1-#5 +
1-#6
36
2-#6
36
1-#4 +
2-#6
54
3-#6
72
1-#4 +
3-#6
72
4-#6
72
18
2-#5
0
2-#5
0
1-#5 +
1-#6
36
2-#6
36
1-#4 +
2-#6
54
3-#6
72
1-#5 +
3-#6
72
20
2-#5
0
1-#5 +
1-#6
36
1-#4 +
2-#6
36
1-#5 +
2-#6
54
3-#6
72
1-#5 +
3-#6
90
NOTES:
84
March 2014
Table L-10x32 M
Lintel
Span,
mm
7.5 kN/m
11.0 kN/m
14.5 kN/m
18.0 kN/m
21.5 kN/m
29.0 kN/m
36.5 kN/m
43.5 kN/m
51.0 kN/m
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
Bottom
Reinf.
Steel
Stirrup
End
Dist.
900
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1200
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1500
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1800
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-15M
900
2400
1-10M
0
1-10M
0
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
900
2-15M
900
2-15M
900
3000
1-15M
0
1-15M
0
1-15M
0
1-20M
0
1-20M
0
2-15M
900
2-15M
900
2-15M
900
1-15M +
900
1-20M
3600
1-15M
0
1-20M
0
1-20M
0
2-15M
0
2-15M
900
2-15M
900
2-20M 1350
1-10M +
1350
2-20M
4200
1-20M
0
2-15M
0
2-15M
0
2-15M
900
2-15M
900
1-15M +
1-10M +
1-15M +
1350
1350
1800 3-20M 1800
1-20M
2-20M
2-20M
4800
2-15M
0
2-15M
0
2-15M
0
1-15M +
900
1-20M
2-20M
900
1-10M +
1-10M +
1350 3-20M 1800
1800 4-20M 1800
2-20M
3-20M
5400
2-15M
0
2-15M
0
6000
2-15M
0
1-15M +
900
1-20M
2-20M
900
1-15M +
900
1-20M
1-10M +
1-15M +
1350 3-20M 1800
1800
2-20M
3-20M
1-15M +
1-10M +
1-15M +
1-15M +
900
900
1350 3-20M 1800
2250
1-20M
2-20M
2-20M
3-20M
NOTES:
85
87
March 2014
Drawing D-1 - Footing Detail
88
March 2014
Drawing D-2 - Rim Joist Installation
89
March 2014
Table D-1
Floor Ledger Anchor Bolts
Size and Spacing
Maximum Spacing of Anchors, in
Anchor Bolt
Diameter
Floor span, ft (m)
8 (2.44)
12 (3.66)
16 (4.88)
20 (6.1)
24 (7.32)
1/2"
16"
16"
8"
8"
-
5/8"
24"
16"
16"
8"
8"
NOTES:
1. Anchor bolts to be installed at the indicated spacing and staggered as per Detail D-2.
2. Design assumes floor ledger supports vertical floor load only. Design of floor diaphram by others.
3. Design loads: 40psf floor live load, 15psf floor dead load.
4. Anchor bolts shall conform to the requirements of ASTM standard A307.
Table D-2
Footing Dowels
Size and Spacing
Maximum Spacing of Vertical Footing Dowels, in
Rebar Diameter
Backfill Height, ft (m)
4 (1.22)
6 (1.83)
8 (2.44)
10 (3.05)
12 (3.66)
Seismic Zone Classification: Sa(0.2) ≤ 0.25
10M or #4
48"
48"
48"
24"
16"
15M or #5
48"
48"
48"
24"
16"
Seismic Zone Classification: Sa(0.2) ≤ 0.70
10M or #4
24"
24"
24"
16"
8"
15M or #5
24"
24"
24"
16"
16"
NOTES:
1. Footing dowels to be installed as per Detail D-1.
2. Provide 18" long straight dowels for Sa(0.2)≤0.4 embedded 6" into the footing.
3. Provide 30"V x 8"H bent dowels for 0.4<Sa(0.2)≤0.7 embedded 8" into the footing.
4. Footings and dowels where Sa(0.2) > 0.7 to be designed by an engineer for each project.
Table D-3
Slab Shear Block
Maximum Spacing
Backfill
Equivalent Fluid
Density,
pcf (kg/m3)
4 (1.22)
6 (1.83)
8 (2.44)
10 (3.05)
12 (3.66)
30 (480)
10'-0"
10'-0"
6'-0"
4'-0"
3'-0"
45 (720)
10'-0"
9'-0"
5'-0"
4'-0"
3'-0"
60 (960)
10'-0"
8'-0"
4'-0"
3'-0"
2'-0"
75 (1200)
10'-0"
7'-0"
4'-0"
3'-0"
2'-0"
Maximum Spacing of Concrete Slab Shear Block, ft
Backfill Height, ft (m)
NOTES:
1. Construct concrete slab shear block as per Detail D-1.
2. Provide footing dowels as per Table D-2 and Detail D-1.
90
March 2014
Table D-4
ICF Wall
Thickness,
in (mm)
Minimum Exterior Strip Footing Sizes
Not Supporting Roof Loads
Minimum Footing Width x Thickness, in x in
Allowable Soil Bearing Pressure, psf (kPa)
3000 (144)
2500 (120)
2000 (96)
1500 (72)
Two Storey - ICF Basement Walls, Wood Main Floor Walls, and Wood Second Floor Walls
6 (150)
16" x 6"
16" x 6"
16" x 6"
20" x 8"
8 (200)
18" x 6"
18" x 6"
18" x 6"
22" x 8"
10 (250)
20" x 6"
20" x 6"
20" x 6"
24" x 8"
Two Storey - ICF Basement Walls, ICF Main Floor Walls, and Wood Second Floor Walls
6 (150)
16" x 6"
18" x 6"
22" x 8"
28" x 12"
8 (200)
18" x 6"
20" x 6"
26" x 10"
34" x 14"
10 (250)
20" x 6"
24" x 8"
30" x 10"
40" x 16"
Two Storey - ICF Basement Walls, ICF Main Floor Walls, and ICF Second Floor Walls
6 (150)
18" x 6"
20" x 8"
26" x 10"
34" x 14"
8 (200)
22" x 8"
26" x 10"
32" x 12"
42" x 18"
10 (250)
26" x 8"
30" x 10"
38" x 14"
50" x 20"
One Storey - ICF Basement Walls, and Wood Main Floor Walls
6 (150)
16" x 6"
16" x 6"
16" x 6"
16" x 6"
8 (200)
18" x 6"
18" x 6"
18" x 6"
18" x 6"
10 (250)
20" x 6"
20" x 6"
20" x 6"
20" x 6"
18" x 6"
24" x 10"
One Storey - ICF Basement Walls, and ICF Main Floor Walls
6 (150)
16" x 6"
16" x 6"
8 (200)
18" x 6"
18" x 6"
22" x 8"
28" x 10"
10 (250)
20" x 6"
20" x 6"
26" x 8"
34" x 12"
NOTES:
1. All footings are to be reinforced with 2-15M continuous bars, as per Detail D-1.
2. Refer to the "Design Limitations" for maximum floor and roof spans and loads.
3. This table does not include masonry veneer. Increase the footing width by 2" and the thickness by 1" for:
a. Every 12'-0" of masonry veneer for 3000psf soil bearing capacity.
b. Every 10'-0" of masonry veneer for 2500psf soil bearing capacity.
c. Every 8'-0" of masonry veneer for 2000psf soil bearing capacity.
d. Every 6'-0" of masonry veneer for 1500psf soil bearing capacity.
4. The footing size for locations with Sa(0.2) > 0.4 to be the larger of 30" wide by 12" deep or the size shown in the table.
91
March 2014
Table D-5
ICF Wall
Thickness,
in (mm)
Supporting Roof Snow Loads ≤ 2.0kPa
3000 (144)
2500 (120)
2000 (96)
1500 (72)
6 (150)
16" x 6"
18" x 6"
22" x 8"
28" x 12"
8 (200)
18" x 6"
20" x 6"
24" x 8"
32" x 12"
10 (250)
20" x 6"
20" x 6"
26" x 8"
34" x 12"
6 (150)
20" x 8"
24" x 10"
28" x 12"
38" x 16"
8 (200)
22" x 8"
26" x 10"
32" x 12"
44" x 18"
10 (250)
24" x 8"
30" x 10"
36" x 14"
48" x 20"
6 (150)
22" x 8"
26" x 10"
32" x 14"
44" x 20"
8 (200)
26" x 10"
30" x 12"
38" x 16"
50" x 22"
10 (250)
30" x 10"
36" x 14"
44" x 18"
58" x 24"
6 (150)
16" x 6"
16" x 6"
18" x 6"
24" x 10"
8 (200)
18" x 6"
18" x 6"
20" x 6"
26" x 10"
10 (250)
20" x 6"
20" x 6"
22" x 6"
28" x 10"
6 (150)
16" x 6"
20" x 8"
24" x 10"
32" x 14"
8 (200)
20" x 6"
24" x 8"
28" x 10"
38" x 16"
10 (250)
22" x 6"
26" x 8"
32" x 12"
44" x 18"
NOTES:
92
March 2014
Table D-6
ICF Wall
Thickness,
in (mm)
Supporting Roof Snow Loads ≥ 2kPa & ≤ 4kPa
3000 (144)
2500 (120)
2000 (96)
1500 (72)
6 (150)
18" x 6"
22" x 8"
26" x 10"
36" x 16"
8 (200)
20" x 6"
24" x 8"
28" x 10"
38" x 16"
10 (250)
20" x 6"
24" x 8"
30" x 10"
40" x 16"
6 (150)
22" x 8"
28" x 12"
34" x 14"
44" x 20"
8 (200)
26" x 10"
30" x 12"
38" x 16"
50" x 22"
10 (250)
28" x 10"
34" x 12"
42" x 16"
56" x 24"
6 (150)
26" x 10"
30" x 12"
38" x 16"
50" x 22"
8 (200)
30" x 12"
34" x 14"
44" x 18"
58" x 26"
10 (250)
34" x 12"
40" x 16"
50" x 20"
66" x 28"
6 (150)
16" x 6"
18" x 6"
22" x 8"
30" x 12"
8 (200)
18" x 6"
20" x 6"
24" x 8"
32" x 12"
10 (250)
20" x 6"
22" x 6"
26" x 8"
34" x 12"
30" x 12"
38" x 16"
6 (150)
20" x 8"
24" x 10"
8 (200)
22" x 8"
28" x 10"
34" x 14"
44" x 18"
10 (250)
26" x 8"
30" x 10"
38" x 14"
50" x 20"
Notes:
93
March 2014
Table D-7
Load Ratings for Ledge Block with
TM
Fox Blocks xLerator Reinforcement
Application
Capacity
Brick Veneer
Max 4" Thick
Max 20 kN/m3
Wood Floor Joists
Dead Load = 0.70 kPa (15psf)
Live Load = 1.90 kPa (40psf)
10m (32'-9") High
11m (36'-0") Floor Span
to Interior Support
Other
Maximum factored load, requires an
engineer to review the wall reinforcing
28kN/m (1900plf)
NOTES:
1. Concrete ledge with xLerator reinforcement is to support floor framing and masonry veneer in conformance with
the "Design Limitations".
2. The ledge is to support uniformly distributed loads only, it is not to support concentrated loads.
3. The given floor joist load is limited by the capacity of a 6" thick foundation wall to support the ledge.
4. The maximum brick height given does not account for windows. To include the effect of windows it is necessary
to calculated an effective brick height by determining the total supported area of brick and dividing by the length of
ledge that supports it.
5. The above grade and below grade wall reinforcing tables include the effects of using the ledge to support floor
framing.
6. The below grade wall reinforcing tables include the effect of using the ledge to support masonry veneer.
7. When used to support brick, the ledge block is to be installed only in the top two courses of a 150mm (6") thick
basement wall. It can be installed at any height for 200mm (8") and 250mm (10") basement walls.
8. Load conditions outside the scope of the design limitations requires engineering review of the wall reinforcing to
support the eccentric load.
9. xLerator reinforcement to be D4 deformed welded wire with a yield strength of 483MPa (70ksi) in accordance
with ASTM A1064 requirements. It is to be placed 8" on centre as shown below:
94
March 2014
95
March 2014
Table D-8
Permissible Above Grade Construction for
Buildings with Walkout Basements for
Seismic Zone Classification, Sa(0.2) ≤ 0.25,
Hourly Wind Pressure, q1/50 ≤ 0.75 kPa, and
3
Backfill Equivalent Fluid Density of 480 kg/m (30 pcf).
Permissible Above Grade Construction
Backfill
Height,
m (ft)
One Storey Building Plus Walkout Basement
Two Storey Building Plus Walkout Basement
Building Length, m (ft)
Building Length, m (ft)
12.2 (40)
15.2 (50)
18.3 (60)
21.3 (70)
24.4 (80)
12.2 (40)
15.2 (50)
18.3 (60)
21.3 (70)
24.4 (80)
Hourly Wind Pressure q1/50 ≤ 0.50 kPa, and
Minimum Sidewall Length of 20ft (But Not Less Than 80% of the Building Width)
1.22 (4)
D
D
D
D
D
E
E
E
E
D
1.52 (5)
D
D
D
D
D
E
E
E
E
-
1.83 (6)
D
D
D
D
D
E
E
E
-
-
2.13 (7)
D
D
D
-
-
E
E
-
-
-
2.44 (8)
D
D
-
-
-
E
-
-
-
-
2.74 (9)
D
D
-
-
-
E
-
-
-
-
E
B
A
-
-
Hourly Wind Pressure, q1/50 ≤ 0.75 kPa, and
Minimum Sidewall Length of 24ft (But Not Less Than 80% of the Building Width)
1.22 (4)
D
D
C
B
A
1.52 (5)
D
D
C
A
-
E
B
-
-
-
1.83 (6)
D
D
B
-
-
D
A
-
-
-
2.13 (7)
D
C
-
-
-
C
-
-
-
-
2.44 (8)
D
-
-
-
-
B
-
-
-
-
2.74 (9)
D
-
-
-
-
B
-
-
-
-
NOTES:
2. Refer to Table D-9 for descriptions of permissible above grade construction.
3. Building length is the largest overall plan dimension of the building.
4. Building width is the overall plan dimension of the building perpendicular to the building length.
5. Sidewalls are the longest ICF walls on the two sides of the building parallel to the building width.
6. The minimum sidewall length is to be the greater of the minimum length given in the table and 80% of the building width.
7. The maximum backfill height is assumed to occur on the long side of the building.
8. For buildings that do not fit within these design parameters, consult with a structural engineer to design the foundation walls.
96
March 2014
Table D-9
Descriptions of Above Grade Construction for
Buildings with Walkout Basements
Above Grade Wall Construction
Label
First Floor
Second Floor
One Storey Buildng Plus Walkout Basement
A
Wood Studs + Siding
-
B
Wood Studs + Brick
-
C
ICF + Siding
-
D
ICF + Brick
-
Two Storey Buildng Plus Walkout Basement
A
Wood Studs + Siding
Wood Studs + Siding
B
ICF + Siding OR Wood Studs + Brick
Wood Studs + Siding
C
D
ICF + Brick
E
ICF + Brick
ICF + Brick
NOTES:
1. This table is to be used as a legend to Table D-8.
97
Appendix 1 - NBCC 2010 Climatic and Seismic Information
Division B, C-13 to Division B, C-38
99
¿
(ô
Io
o
o
It
Þ
\)
o
o
o
5
l\)
À¡
a-
Â)
5
o
¡¡
o
o
a.
o
o
¡
a
ù
a
o
:
!r
0¡
1
755
455
Burns Lake
Cache Creek
-8
-27
-5
-24
30
27
-.18
-34
-27
-7
-26
-20
-38
-11
-9
-o
-14
-Jt
-24
_Ã
-24
-¡t
-35
-9
-7
-7
10
910
s85
E
Courtenay
Cranbrook
Crescent Valley
Eko
Duncan
Dog Creek
Dease Lake
Dawson Creek
065
10
450
800
-31
-8
-6
-28
-30
-28
-40
-40
-Jõ
15
Comox
-37
-6
-4
10
Chilliwack
665
31
-20
-18
605
Chetwynd
Crofton
ó¿
-28
-26
430
Castlegar
30
28
29
24
27
28
28
27
J¿
845
31
26
34
26
'19
19
17
15
18
19
20
18
18
18
20
18
20
19
18
20
17
to
18
ta
-7
-5
27
18
17
ta
26
20
19
21
20
17
34
31
31
29
29
Wet
-39
"c
Dry
July 2.5%
-37
-4
-11
-10
-32
1%"C
-o
-8
-JU
25%
January
Carmi
20
40
Bella Coola
Campbell River
25
840
Bella Bella
Beatton River
20
30s
Ashcroft
Bamfield
12
Alberni
70
040
15
1
m
Elev.,
Agassiz
Abbotsford
100 Mile House
British Columbia
Province and Location
Design Temperature
1
00
00
4600
2980
4800
6730
5900
2880
3650
4400
31
3100
2780
5500
3580
4750
3000
3700
5450
3560
3180
ô300
3080
3700
31
2750
2860
5030
8"C
Below
Days
Degree-
13
8
10
10
18
8
10
12
10
10
8
15
'10
10
10
10
12
'10
13
'15
13
10
10
I
12
10
mm
Min.
Rain,
15
Tabte C-2
64
103
48
45
aÈ
86
54
59
106
106
139
70
54
64
116
54
140
145
64
170
37
144
128
112
48
mm
1/50,
Rain,
One
Day
Ann.
900
650
525
500
625
1
440
000
275
265
325
925
675
275
'1400
1175
1
400
560
325
1
250
300
1500
2715
330
2870
250
1
1
1
300
Rain,
mm
048
1.13
0.41
0.55
0.49
1.06
0.75
0.30
1.49
128
1.68
058
0.64
0.38
1.59
0.25
056
f .85
¿Õ¿
0.53
2.96
0.25
2.00
1.71
1.59
0.44
lndex
Moist.
600
425
700
600
450
050
650
1
375
425
475
950
850
400
1
1200
1700
625
700
550
1
300
450
1
2800
450
2890
300
2000
1700
1
Ppn.,
mm
Tot.
Ann
100
'180
100
380
100
160
80
100
260
260
160
60
60
60
260
80
100
350
350
80
280
80
220
160
160
60
1/5
sures, Pa,
Pres-
Rain Wnd
Driving
Jb
1.8
'1.8
26
25
1.8
4.2
3.0
2.6
26
2.2
24
4.2
3.9
J.J
1.7
3.4
EE
2.6
ó.J
1.0
1.7
3.0
¿4
20
26
s,
^¡)
0.4
0.2
0.1
0.2
02
0.1
0-2
0.4
0.4
U.J
0.2
0.1
0.2
0.4
0.2
0.2
0.8
0.8
0.1
04
0l
0.4
0.7
0.3
U.J
S,
Snow Load,
kPa,1/50
Design Data for Selected Locations in Canada
0
031
0.30
0.27
0.23
0.31
0.31
0.25
0.2s
0.40
040
0.36
031
0.27
0.29
0.40
0.30
0.30
0.30
0.39
0.23
0.39
0.29
0.25
036
034
0.27
1/1
040
0.39
0.35
030
0.40
0.40
0.33
Uóó
0.52
0.52
047
0.40
034
0.38
0.52
0.39
0.39
039
0.50
030
0.50
0.38
0.32
047
044
0.35
1/50
Pressures, kPa
Hourly Wind
027
1.1
0.32
0.095
0.11
1.1
0.27
0.27
065
0.66
0.76
0.24
0.27
0.28
0.63
0.33
0.095
0.38
0.38
0 095
1.1
0.33
0.75
067
0.99
028
s"(0.2)
5)
016
0.74
0.25
0.063
0.070
0.74
0.16
016
0.48
049
0.52
014
016
0.17
0.46
0.25
0.062
0.24
0.25
0.057
089
0.26
0.55
0.50
0.66
0.17
s"(o
0.080
U.J//
0.15
0.048
0 035
0.37
0.081
0.080
0.28
0.29
030
0.064
0.081
0.090
0.28
0.16
0.043
0.13
0.14
0.026
0.45
016
U.JU
0.29
032
0.099
s"(1 o)
0.16
utb
0.16
0.035
0.045
0.053
0. 15
0.091
0.028
0.075
0.081
0 014
0.20
0 093
0.1ô
0.16
0.17
0 058
sâ(2 0)
0.045
0.18
0.088
0.032
0.021
018
0.045
0 045
se.smic Data(r)
014
0.54
0.16
0.046
0.063
0.54
0.14
0.14
0.30
0.30
0.36
012
0.14
014
0.28
0.16
0.046
0.18
0.18
U.UJb
0.49
0.16
035
0.32
049
0.14
PGA
o
Þ
È
È
o
¡
sx
E
o
ì¡
o
I
l¡
Þ
ì¡
ÒÀ
30
JJ
-15
-J
-25
-20
-20
-13
-l
-¿ó
-17
-17
-25
40
20
355
545
350
090
Hope
Jordan River
Kamloops
Kaslo
Kelowna
Kìmberley
Ladysmith
o
N
o
¡
a
!¡
N
o
o
õ
!)
o
!¡
o
o
a.
Nakusp
MonÍose
Mission City
445
31
32
-18
-16
615
-22
30
-11
-9
45
-20
34
-27
Menitt
-¿4
695
570
29
17
27
-32
a
-37
-29
-5
-35
730
10
McLeod Lake
McBride
Masset
-38
l\iìackenzie
o
o
¡
-34
35
-20
-17
325
Lytton
(o
7ô5
34
-¿,5
-21
245
Lillooet
ù
ç
a
-6
-9
_a
-4
24
-18
-16
80
80
130
25
-18
-16
31
34
Langford
!¡
Kilimal Townsite
iE
¿¿
-¿,5
-20
745
Greenwood
Kitimat Plant
31
-¿z
-19
565
Grand Forks
1
34
_an
-27
790
Golden
30
-11
-8
120
Gold River
31
27
145
-30
Glacier
1
26
-5t
-35
ô85
John
St
Fort
¿ó
-42
-39
4ô5
Fort Nelson
Dry
30
1o/o"C
"c
Wet
July 25%
-JU
25%
January
-27
101
m
Elev.,
Design Temperature
0
Fernie
¿
ù
ù
o
a¡
À
Þ
o
20
20
20
20
17
't8
15
17
20
20
19
19
'16
16
18
20
19
20
17
20
20
20
17
3560
3ô00
2850
3900
5450
4980
3700
5550
3300
3400
2750
3000
3900
3750
4650
3400
3830
3450
2900
2850
280
2730
095
075
900
00
475
350
10
10
60
54
650
123
ô50
480
1
240
54
350
1
350
330
300
1
1
1
21
078
0.56
1.71
0.24
0.54
0ô4
1.54
0.54
400
I
850
bU
44
0.1
0.25
0.33
027
0.16
0.080
0.081
0.27
0.16
093
035
0.27
0.43
0.33
0.31
01
60
0.16
0.051
0.076
030
0.63
0.10
0.16
0.39
0.14
0.045
0.14
0.46
0.045
0.17
0.17
0 095
0.14
0.26
0.12
0.27
0.094
0.029
0.042
016
0.034
014
uzo
0.061
014
u.zb
0.26
0.18
027
0.53
013
0.44
0.60
023
0.44
0.60
0.34
U.J
2.4
160
700
700
4.1
u.ó
1
0.32
035
0.61
0.32
044
0.25
0.27
0.48
0.25
0.43
0.M
027
058
018
0.40
0.37
1.1
0.40
034
0.2
0.2
0.4
1.8
41
4.3
.l
02
0.33
UJ
2.8
5.1
0.34
0.31
0.31
0.79
0.53
018
0.36
0.72
0.37
0.48
1.2
0.18
0 073
0.37
01
0.3
0.4
0.8
0.073
048
013
018
0.14
0.13
0.044
0.14
0.14
014
0.24
0.079
0.056
0.094
0.17
0.16
0 045
0.080
0.16
010
0.24
0.27
0.28
0.27
0-17
0.061
047
017
0.40
0.29
0.15
0.17
078
0.14
0.049
0.085
017
0.28
014
0.047
0.47
0. 13
0.041
0 083
0.35
0 075
0.15
0.13
0.054
0.040
0.14
PGA
0.37
naâ
0.40
031
037
025
0.31
0.24
2.1
1.8
2.4
6.5
80
60
60
400
60
80
100
220
180
220
0.2
30
0.8
0.1
17
EE
0.1
2.8
310
650
650
1
ô50
425
UóJ
125
350
1
031
1.22
160
120
1
2300
200
100
s00
220
80
325
2500
80
0.28
031
0.2
rì ¿n
1.8
80
850
275
2.19
0.38
0.29
260
350
0.82
0.23
660
225
0.99
0.55
043
0.4
t.¿
250
2370
0.63
0.63
0.48
07
2.8
140
¿.Jt
2300
900
1
1.88
1825
0.27
040
0.31
0.1
4.0
80
550
051
430
0.27
040
031
0.1
80
475
0.47
390
0.26
0.35
0.27
ló
100
0.33
0.044
0 019
0.032
0.078
0.022
0 044
s,(2.0)
0 034
0.078
s.(1 0)
Seismic Data(1)
0. 15
0.ô4
080
0.32
0.25
0.6
0.16
027
0.32
0.25
0.2
0.061
0.096
039
0.057
0.16
s"(0.5)
030
0.27
2)
0.095
0.40
s"(0
0.30
I
1/50
0.23
U.J
1/10
Pressures, kPa
Hourly Wind
02
2.6
9.4
0.1
0.1
24
¿.ó
0.2
ùr
45
e
Snow Load,
kPa, 1/50
J./
250
80
100
80
100
sures, Pa,
1t5
Pres-
500
I
13
Drivìng
Rain Wind
0.57
325
1
500
475
450
1175
mm
Ppn.,
Tot.
0.83
0.50
0.56
088
lndex
Moist.
Ann
625
320
325
860
Rain,
mm
Ann
50
54
80
50
70
70
135
97
171
193
59
43
ÃE
42
170
139
64
48
EE
200
70
72
70
'fi8
1/50,
mm
Rain,
Day
0ne
10
'13
13
10
10
10
o
8
13
13
12
12
10
13
12
B
10
4100
3000
10
10
13
10
tÒ
13
Rain,
mm
Min.
15
3820
4750
3230
5800
'17
18
5750
671 0
4750
B"C
18
18
19
1
Below
Days
Degree-
Table C-2 (Continued)
tr
a
l¡
o
ìt
o
I
Þ
l¡
o
D
È
È
o
a
È
ì¡
x
Ot
ù
o
o
5
u,
S.
Þ
lu
o
I
q
õ
o
o
N
À¡
-15
-29
_o
-24
-7
-b
-47
-45
10
Sidney
Stewart
Squamish
Sooke
Smithers
Smith River
10
Ã
20
500
29
25
-11
-20
¿t
-17
-J
26
26
26
27
18
ae
31
30
¿l
27
19
28
26
24
¿¿
20
¿o
JI
26
35
¿J
16
19
19
15
18
18
17
17
16
17
19
20
19
21
17
20
19
16
20
'16
17
17
.18
20
15
¿t
'19
17
"c
31
Wet
Dry
"c
27
July 2.5%
_o
-1
-31
-8
-b
-4
25
Sechelt
-29
-6
-4
Ã
660
-24
-19
425
Salmon Arm
Sandspit
-¿,1
-20
475
440
-Jl
Hevelstoke
-JJ
-6
35
10
655
Quesnel
City
Queen Charlotte
Oualicum Beach
Princeton
o
-36
-32
20
Prince Rupert
-13
580
Prince George
-o
-7
10
Powell River
-5
-J
20
Port Renfrew
-7
Ã
5
-7
-5
(
-6
-8
17
-o
tt
12
20
-8
1'/" "C
-3
15
-6
14
10
18
-b
2.5o/.
January
Design Temperature
25
t5
Port McNeill
Port Hardy
Port Alice
Port Alberni
350
Penticton
285
10
40
Osoyoos
a-
15
ô00
m
Elev,
Parksville
Ocean Falls
Â)
Nelson
o
À¡
Nanaimo
o
o
a.
a
o
o
I
=
a-
tr
À¡
o
¿
q¡
1
00
00
4350
2950
2900
5040
7100
2850
2680
3450
3650
4000
4ô50
3520
3200
4250
3900
4720
3100
2900
341 0
3440
301 0
31
3350
3200
31
3400
3500
3000
8"C
Below
Days
Degree-
13
10
o
'13
'10
I
10
'13
13
13
10
IJ
'10
'10
15
10
tó
'13
13
13
10
10
10
10
13
10
10
mm
Bain,
15
Min.
135
140
'130
60
64
96
1E
86
48
55
50
110
96
43
160
54
80
200
128
1s0
200
161
48
91
48
260
59
000
200
900
750
150
625
140
1
300
2050
250
325
300
825
1
300
400
1
1
300
200
380
1
1
235
2750
425
'1
3600
1
1n5
3300
1
275
1
)'7E,
4150
4ô0
1
mm
1/50,
mm
9l
Rain,
Ann.
Rain,
One
Day
1Ò
147
212
1.37
0.60
0.58
0.97
1.27
1.47
0.47
0.80
0.51
1.47
1.31
0.35
2.84
0.58
127
J.O4
1.89
1.92
3.38
2.00
0.28
.1.31
0.28
4.21
0.57
a
Moist
lndex
050
250
850
200
1
900
2200
1280
500
500
850
200
350
525
950
1
1
350
250
525
1
1
350
2900
600
1
3675
.1850
1
3340
2000
300
1
310
4300
700
I
mm
Ppn.
Tot.
Ann
180
160
220
120
40
160
160
500
80
80
80
360
200
BO
240
80
220
270
260
220
220
240
60
200
60
350
60
200
115
sures, Pa,
Pres-
Rain Wind
Driving
.1
79
32
1.3
J.¿
2.8
't.t
2.2
1.8
3.5
5.8
3.0
1.8
2.2
2.9
1.9
3.4
1.9
'I
1.1
0.9
1.1
30
'1.3
2.4
1.1
3.9
4.2
¿ó
s.
08
07
0.3
0.2
0.1
0.2
0.4
0.4
0.1
0.1
0.1
04
0.4
0.6
04
0.2
0.4
0.4
0.4
0.4
0.4
0.4
0.'1
04
0.1
0.8
0.1
04
c
Snow Load,
kPa. 1/50
028
039
0.37
0.31
0.23
0.33
0.37
0.60
0.30
0.25
0.24
0.48
0.41
0.28
0.42
0.29
0.39
0.40
040
0.40
0.25
0.25
0.35
0.39
0.31
0.46
0.25
039
1t10
03ô
050
048
0.40
030
0.42
0.48
0.78
0.39
0.32
0.31
0.61
0.53
0.36
0.54
U.J/
0.51
0.52
0.52
0.52
0.32
0.32
0.45
0.50
040
059
0.33
050
1/s0
Pressures, kPa
Hourly Wind
0.30
0.72
1.1
011
0.51
1.2
0.87
0.56
0.27
0.27
0.27
0.62
0.82
0.42
0.38
0.13
0.67
1.0
043
0.43
065
0.76
028
0.86
0.29
0.38
0.27
10
s"(0.2)
I
019
052
075
0.080
031
0.80
0.61
0.48
016
016
0.16
0.57
0.s8
0.31
0.25
0.079
0.49
0.81
0.36
0.31
0.43
0.57
0.18
u.o
0.19
0.25
0.16
069
s.(0.5)
0.11
0.30
0.36
0.053
0. 15
0.37
0.33
0.40
0.082
0.080
0.075
u.4b
0.31
0.19
0.15
0.040
0.29
0.41
019
0.17
0.24
0.30
011
0.32
0.12
014
0.080
035
s.(1.0)
u. lt)
018
0.034
0.08ô
0.19
0.17
0.20
0.046
0.045
0.041
0.24
0.17
0.11
0.086
0.026
0.16
0.18
0.10
0.10
0.14
0.16
0.065
017
0.071
0.078
0.045
018
s"(2.0)
0.063
se¡smic Data(1)
015
033
0.53
0.059
0.25
0.60
0.43
0.29
0.14
014
0.13
0.33
0.39
020
0.18
0.070
0.31
0.45
020
0.20
0.28
0.36
0.14
0.42
014
0.18
0.14
050
PGA
o
Þ
È
È
o
I
e
l¡
x
tr
-
o
I
ìt
ttt
l¡
Þ
l¡
l\¡
o
5
o
o
õ
\)
ô¡
a-
:!)
o
!¡
o
o
o
a
o
a¡
=
a
E
I!¡
o
¿
0¡
o
¡
o
tD
Þ
s
q)
o
MO
Trail
10
-B
10
New
Victoria
lMt Tolmie)
Hts)
(Gonzales
Victoria
Victoria Region
Vernon
West
Vancouver
(Granville &
41 Ave)
Vancouver
Vancouver
(City Hall)
Suney (88 Ave
& 156 sr.)
Richmond
North
Vancouver
Westminster
125
65
405
45
120
40
90
R
135
-6
-4
-20
-7
-6
-7
-8
-7
-8
-6
-¿J
-9
-B
-10
-9
-9
10
-8
lÒ
Langley
-7
27
-8
-6
3
Ladner
24
24
33
28
¿ó
28
29
27
26
29
2S
30
Haney
l1
10
Cloverdale
-9
29
25
10
-o
-10
330
18
o
Univ.)
(Simon Fraser
Burnaby
Region
Vancouver
-7
-17
-14
10
Tofino
-4
20
-4
-¿
60
Tenace
Ã
27
-21
-19
515
Taylor
Ucluelet
¿o
JJ
26
_a-7
-35
"c
"c
25
1%'c
Wet
Dry
Tahsis
2.5o/"
July 2.5'k
-6
m
January
-4
Elev.,
Design Temperature
16
17
20
19
20
20
20
19
19
19
20
19
20
20
17
'16
20
16
17
18
18
1
50
50
2700
2700
3600
2950
2925
2825
2750
2800
291 0
2800
2700
2600
o
o
13
12
10
10
10
10
12
'10
'10
10
10
2840
10
10
00
1a
.10
.13
13
15
13
mm
2700
31
3120
3600
31
41
5720
3150
8"c
Rain
Below
.15
l/in.
DegreeDays
91
91
43
t5u
107
112
128
86
150
134
112
80
134
112
150
180
54
850
75
800
500
070
600
325
VF
600
350
1
1
1325
1
1
2000
'1500
1450
1000
1
'1350
1
31
580
3275
950
120
193
320
3845
mm
Ann.
Rain,
72
200
1/50,
mm
Rain,
Day
One
'1
108
93
096
082
041
169
1.44
144
158
1.20
2.07
1.59
1.53
1.14
1.86
144
'1
,5 ¿O
065
JJÒ
450
049
950
050
575
575
100
700
400
800
625
400
1
1
1400
1
1
2100
1
1500
1
.1950
1400
1
3200
700
3300
150
3900
Ppn.
mm
Tot.
Ann
391
Moist.
lndex
220
220
80
160
160
160
1ô0
1ô0
160
160
21
15
22
24
'1.9
1.8
24
1.5
3.0
¿-ó
2.4
03
03
01
0.2
0.3
0.2
0.3
0.2
0.3
0.2
0.2
0.2
1.3
160
160
0.2
0.2
0.7
0.4
0.1
2.4
2.5
2.9
1.0
4.1
1.1
0.4
06
54
0.34
036
048
044
037
035
035
034
035
0.35
0.34
063
057
040
0.48
0.45
045
044
0.45
0.45
0.M
1.2
1.2
0.27
0.88
0.95
0.94
1.0
1.0
0.88
0.99
1.1
044
0.36
0.34
1.1
046
0.34
1.l
0.93
1.2
0.27
0.97
044
0.47
0.68
035
1.2
0.095
040
0.68
0.87
s"(0.2)
034
1/50
0.44
0.34
U,Jb
0.53
0.27
053
028
031
01
¿-J
1.1
026
S,
'1110
Pressures, kPa
Hourly Wind
04
s,
Snow Load,
kPa, 1/50
1ô0
160
160
280
60
300
200
100
300
115
sures, Pa,
Pres-
Rain Wind
Driving
082
082
017
0.62
0.65
0.64
0.69
0.68
061
0.66
0.71
0.73
0.65
0.72
0.ô3
0.94
0.16
0.94
0.21
0.060
0.69
s"(0.5)
038
038
0 083
0.33
034
0.33
0.33
0.34
0.33
0.33
0.19
0.19
0.047
0.17
0.17
0.17
0.17
0.18
uot
ubt
014
0.43
0.47
0.46
0.52
0.50
0.M
0.49
017
0.17
0.53
0.54
0.48
0.54
046
0.53
0.14
0.52
u. to
0.17
0.18
035
U.JJ
0.17
0.17
017
0.21
0.045
0.21
0.065
0.053
0.38
016
0.018
PGA
s,(2.0)
0.32
033
032
0.48
0.081
0.48
0.11
0.031
0.36
s"(1.0)
Seismic Data(1)
tr
-
o
I
l¡
tt
lr
Þ
l¡
o
x
e
l¡
J
I
È
È
o
\
o
E
o
s.
(,
Þ
\¡
o
¡
c
5
o
a
N
a.
!¡
!¡
-32
-30
-34
-32
-34
.JJ
-37
-32
-29
-32
-30
-34
790
1175
920
Edson
Fort McMurray
Fort MacLeod
Fairview
Portage
255
945
670
220
ô45
Edmonton
Embarras
68s
Drumheller
Cowley
Coronation
-Jõ
-30
-37
-40
-ó¿
-40
-43
29
-34
-31
320
1
Coleman
-41
28
-38
28
a1
27
28
27
¿ó
30
29
30
30
-35
540
030
-J¿
1
-30
30
-,1¿
130
-29
'I
Cold Lake
Claresholm
Cardston
28
-33
-31
320
Canmore
1
29
-35
-JJ
740
Camrose
27
-36
-JJ
28
32
-34
-5¿
ôô0
045
Calgary
28
-39
27
27
27
31
23
25
30
24
-36
"c
-36
-33
-38
-8
-ùJ
-7
-20
-6
1./" "C
Dry
-JJ
-31
-35
-5
-30
-5
-17
-4
25%
"c
oc
18
19
16
19
19
17
20
20
17
19
19
18
19
18
19
18
18
19
18
19
18
19
17
19
19
17
20
Wel
July 2.5'/.
Design Temperature
January
Campsie
760
Brooks
1
730
Beaverlodge
400
ô45
1
515
200
615
JU
ô65
10
m
Elev.,
Banhead
Banff
Athabasca
Alberta
Youbou
Williams Lake
Whisiler
White Bock
o
ù
Victoria
o
a
o
o
a
o
a.
È
Iô)
o
À¡
=
80
00
6250
4600
5840
71
5750
5120
5050
4810
5640
5210
5860
4680
4700
5400
5500
5750
5000
4880
5700
5740
5500
6000
3050
4400
2620
41
2650
18"C
Below
Days
Degree15
8
13
16
15
12
18
¿J
20
15
20
15
1B
15
20
18
20
20
23
18
¿u
20
18
18
10
10
10
10
mm
Min.
Rain,
86
97
86
81
81
97
86
92
92
86
81
97
r08
86
86
86
103
86
86
86
65
86
161
48
80
85
91
mm
1/50,
Rain,
One
Day
065
340
300
330
250
450
360
300
310
300
400
320
310
340
325
355
375
325
260
315
375
300
370
2000
350
1
845
800
mm
Ann.
Rain,
0.52
0.35
051
0.56
0.63
0.48
0.39
0.36
0.45
0.46
0.53
0.35
0.38
0.57
0.54
0.58
0.37
0.26
0.49
0.58
0.58
0.58
209
047
117
099
098
lndex
Moist
,
00
460
425
450
390
570
460
375
525
400
550
430
440
550
500
470
475
425
340
470
475
500
480
21
425
1100
1215
825
mm
Ppn
Tot.
Ann.
60
180
100
80
'100
160
220
140
200
120
140
200
140
120
160
100
220
220
100
100
120
80
200
80
160
1ô0
220
115
sures, Pa,
Rain Wind
Pres-
Driving
1.4
1.2
2.6
'1.9
2.1
1.7
1.2
1.6
2.2
27
1.7
1.3
1.5
3.5
2.0
1.7
11
1.2
24
1.7
3.6
1.5
39
24
¿u
95
11
s.
0.1
0.1
0.1
0.1
01
0.1
0.1
0.1
0l
0.3
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.7
0.2
0.2
09
02
Snow Load,
kPa, 1/50
027
053
0.27
0.29
U.Jb
0.35
0.34
0.78
0.29
048
0.29
0.45
0.56
029
0.30
0.34
037
0.40
0.28
0.34
0.25
0.28
025
027
034
025
044
1ñ0
035
068
0.35
0.37
0.46
0.45
0.M
1.01
0.37
063
0.38
0.58
072
U.J/
0.39
0.M
0.48
0.52
0.36
0.M
032
0.36
032
035
044
032
057
1/50
Pressures, kPa
Hourly Wind
0.095
016
0.095
0.095
0.15
0.095
0.095
0.20
0.095
0.24
0.095
0.15
018
0.24
0.09s
0.095
015
0.095
0.13
0.095
0.24
0.095
1.0
0.28
1.1
0.63
1.2
s"(0 2)
0.057
0.097
0.057
0.057
0.083
0.057
0.057
012
0 057
0.13
0.057
0.092
0.11
0.14
0.057
0.057
0 084
0.057
0.078
0.057
0.14
0.057
069
016
076
047
082
s"(0.5)
0 026
0.050
0.026
0.026
0.038
0.026
0.026
0.057
0.026
0.066
0.026
0.046
0.054
0.065
0.026
0.026
0.041
0.026
0.039
0.026
0.066
0 026
0.35
0.09ô
0.35
028
038
s"(1.0)
0.008
0.027
0.031
0.036
0.008
0.009
0 023
0.012
0.022
0.009
0.037
0.008
0.18
0.056
0.18
016
018
s"(2 0)
1
0.008
0 028
0.01
0.008
0.021
0.008
0.012
0.033
0.008
0.037
Se¡smic Data(1)
0.03ô
0.094
0.036
0.036
0.083
0.036
0.037
0.10
0.036
0.12
0.036
0.092
0.095
0.12
0.036
0.036
0.088
0.03ô
0.070
0.036
0.12
0 03ô
0.50
0.14
0.57
029
061
PGA
o
D
È
È
o
-È
l¡
x
E
a
o
I
l¡
tt
l¡
Þ
l¡
l\
o
3
o
õ
o
lÞ
aq¡
0¡
o
ù
o
o
a.
a
o
o
5
a.
o
c
Â¡
¡
o
0¡
=
E
o
:
(,
Þ
o
o
27
28
-43
-36
-41
-33
650
335
615
Grande Prairie
Habay
Hardisty
27
32
-41
-J4
-39
-31
4ô5
705
330
130
Manning
Medicine Hat
Peace R¡ver
Pincher Creek
Mountain
700
635
Vegreville
1215
Valleyview
Turner Valley
815
19
-37
-.14
29
18
17
19
5780
5ô00
5220
4580
4770
)t\
-40
28
31
5300
5300
5850
5640
5550
5700
4740
6050
4540
18
18
20
20
20
23
20
15
20
20
18
16
15
23
8ô
B6
97
92
86
97
97
81
s2
97
s2
103
81
92
76
410
050
J¿J
100
80
200
220
'1.9
2.3
1.4
1.2
t.ó
1.7
120
0.28
0.33
0l
0.1
0.50
0.48
0.38
0.36
0.42
0.65
0.63
0.49
0.095
0 095
015
0 097
0.095
0 057
0.057
0.091
0.059
0.057
0.026
0.026
0.045
0.032
0.026
0.008
0 012
0 025
0 018
0.011
0.036
0.036
0.092
0.064
0.036
0.036
0.02ô
0.057
0.095
0.45
0.35
0.009
0.036
0.009
0.026
0.057
0.095
0.36
0.28
0.085
0.050
U.UJO
0.10
0.036
0.021
0.014
0.008
U,UJJ
0.008
0.038
0.026
0.026
0.0s8
0.036
0.026
0.080
0 057
0.057
0.11
0.008
0.057
0.15
0 095
0.095
019
0.095
0.095
0.36
0.40
0.36
096
032
0.37
0.29
0.28
0.31
0.28
0.75
01
0.1
0.1
0.1
0.1
2.2
200
0.1
0.1
1.9
0.1
0.1
0.1
1.9
180
490
I
zu
'I
'1.5
80
120
200
100
140
600
370
0.54
0.48
026
3ô0
350
260
325
540
0.52
410
0.23
450
0.53
370
230
500
550
475
420
0.62
0.59
0.54
0.s0
380
425
375
325
575
0.37
325
0.25
0.1
¿z
100
390
0.50
300
0.095
0.026
0.057
0.48
037
0.1
1.1
220
325
0.25
250
0.057
0 010
0 026
0.30
0.23
0.1
2.3
80
390
0.49
280
0.036
0.036
0.008
0 026
0.057
0.15
0.66
0.51
0.1
1.2
200
390
0.095
0.087
0.026
0.044
0 087
0.095
0.40
0.31
0.26
0.1
250
20
13
0.042
0.012
0.026
0.057
0.095
0.36
0.28
2.1
4500
6300
0 036
0.008
0.026
0.057
180
s2
23
5500
97
0.036
0.008
0.026
0.057
0.095
0.30
0.23
450
01
0.1
0.53
1.6
2.4
0.12
0.038
0.068
0.14
0.24
0.32
0.25
350
375
19
19
19
18
19
19
-ct
-32
-JJ
-34
_al
755
Suffield
Taber
28
-35
-ó¿
710
Stony Plain
J¿
30
26
¿o
-34
-38
-34
-Jf,
¿J
-5¿
-35
-J¿
-J¿
-37
820
590
985
855
-34
18
-32
29
18
19
18
19
19
-40
Stettler
Slave Lake
House
Roc$
Red Deer
Ranfurly
1
ô70
31
-32
910
Lethbridge
-25
28
-36
-JJ
855
Lacombe
80
450
0.54
0.1
3.3
0.12
0.036
0.064
014
0.36
0.24
0.090
0.026
0.024
0.036
0.008
0.043
0.036
0.010
0.026
0.087
0.054
0.036
0.036
PGA
0 018
0.008
0.008
s"(2.0)
0.031
0.026
0.026
s"(1.0)
Seism¡c Data(1)
0.46
0.50
u. t5
0.095
036
0.65
0.095
0.30
023
0 057
0.057
0.095
043
033
0.28
0.061
0.095
0 057
0.057
s"(0.5)
030
0.095
s"(o 2)
023
043
1/50
80
310
70
80
400
0.52
0.1
2.9
01
'1.3
0
033
1/1
Pressures, kPa
Houly Wlnd
475
300
76
100
200
500
425
0.55
0.36
0.1
0.1
2.4
1.7
01
¿¿
01
0l
6
S
21
1
a
Snow Load,
kPa, 1/50
0.58
375
300
81
97
140
325
8l
425
60
425
0.54
275
70
0.48
120
86
450
60
140
1/5
sures, Pa,
Pres-
049
380
425
Ppn.
mm
Tot.
Driving
Rain Wind
053
049
lndex
Moist.
Ann.
250
350
Rain,
mm
Ann.
JIJ
70
8ô
mm
1/50
Rain
One
Day
86
13
12
10
18
20
13
20
13
20
mm
Rain
Min.
15
15
61
00
¿ó
-38
-35
560
Lac la Biche
6520
10
28
-42
-40
420
Keg River
5300
5500
4900
5640
18
17
28
-34
-31
060
Jasper
1
17
-J0
-34
17
990
28
Hinton
High River
-32
19
6750
5790
18
6700
5420
8"C
'18
1
Below
DegreeDays
18
19
-31
-(,
Wet
25%
'1040
30
28
-43
¿ó
-39
"c
Dry
-41
-35
1%"C
-36
-Ð¿
"c
2.5"/o
July
270
610
m
January
Fort Vermilion
Saskatchewan
Fort
Elev.,
Design Temperature
tr
\
o
-a
l¡
v,
Þ
lt
o
È
l¡
x
a
o
b
D
È
È
=
(o
o
o
o
(a
S.
Þ
-38
-38
-41
-37
-35
-37
-34
-40
-38
-36
-J+
-36
-36
-JY
-34
-33
-J4
-31
-38
-3ô
-34
-32
370
565
305
455
685
645
765
480
455
550
545
Hudson Bay
Humboldt
lsland Falls
Kamsack
Kindersley
Lloydminster
Maple Creek
Meadow Lake
Melfort
Melville
Moose Jaw
545
435
North Battleford
Prince Albert
-Jb
-40
-J4
-37
-39
31
-34
-J¿
565
Estevan
-37
28
-37
-35
525
Dundurn
365
J¿
-37
ÒE
s30
Dafoe
Nipawin
30
_2Ã
-J4
600
Broadview
28
29
28
3l
29
28
28
31
29
28
29
¿J
JU
30
-36
-34
645
Biggar
32
29
27
29
29
26
29
-34
Dry
oa
-,5¿
700
Battrum
-34
-36
_eÃ
-36
-Jö
-38
1'/. "C
July
JI
-32
-31
-33
-JJ
-óJ
cÈ
-35
"c
2.5'/.
January
-(/
21
20
20
21
'18
19
19
19
19
'19
21
20
21
21
21
21
20
20
20
20
22
20
21
21
¿a
21
21
Wel
25'/.
Design Temperature
-J4
740
Assiniboia
o
N
975
Wimborne
Saskatchewan
690
Whitecourt
760
675
Wainwright
Wetaskiwin
585
580
m
Wagner
Vermilion
EIev
¡
a
õ
o
\)
a
0¡
q¡
¡
o
À¡
o
a
o
o
a
o
5
o
a
=
À¡
o
:
À¡
0
00
61
00
5900
6300
5270
5880
60s0
6280
4780
5880
5550
6040
71
6000
6280
5340
5600
5860
5760
5720
s080
5180
531
5ô50
5500
5700
5850
5740
18"C
Below
Days
Degree-
20
20
20
25
¿ó
18
25
18
¿J
20
'18
20
20
28
¿J
20
25
¿J
23
25
¿ó
20
23
20
15
18
mm
Rain
l\4in.
15
81
81
76
86
97
81
81
8.1
B1
81
97
76
86
B1
92
86
92
103
81
81
81
92
97
86
81
B1
86
mm
'1i50,
Rain,
One
Day
320
280
340
270
340
310
320
)7E,
310
260
360
370
320
340
330
275
300
320
270
270
290
325
440
400
310
380
310
mm
Rain,
Ann.
051
046
0.5ô
U.JJ
0.52
0.50
053
0.28
0.53
0.38
0.55
062
0.48
0.59
0.43
040
0.46
049
0.39
0.35
0.33
0.48
063
0.57
0.47
0.62
053
Moist.
lndex
410
370
450
360
410
410
450
380
430
325
450
510
375
450
420
380
380
420
350
350
375
450
s50
500
425
500
410
mm
Ppn.,
Tot.
Ann.
140
120
100
200
160
120
120
220
120
200
120
80
140
80
200
180
140
160
180
260
240
200
80
160
120
80
100
115
sures, Pa,
Pres-
Rain Wind
Driving
lo
1.7
2.0
1.4
1.7
2.1
17
1.2
2.0
1.4
2.1
¿t
2.1
2.0
1.6
15
1.7
17
2.1
1.2
t.b
1.ô
1.9
¿.u
2.0
1.9
17
ss
01
0.1
0.1
0.1
0.1
01
0.1
0.1
0.1
0.1
02
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0.1
0t
0.1
0.1
0.1
0.1
0.1
0.1
01
S,
Snow Load,
kPa. 1/50
¡
029
0.36
0.29
040
0.31
0.28
U.J
0.35
0.31
036
0.31
027
U.JU
0.29
0.40
0.36
0.29
0.36
0.35
0.42
0.38
0.31
0.29
030
0.28
0.29
0.28
r/1 0
038
0.46
038
052
0.40
0.36
0.40
0.45
0.40
046
0.40
0.35
0.39
0.37
0.52
0.46
037
0.46
0.45
0.54
0.49
040
037
0.39
0.36
0.37
0.36
f/50
Wind
Pressures, kPa
Houly
0.095
0 095
0 095
0 098
0.095
0.095
0.095
0 095
0.095
0.095
0.095
0.095
0.095
0.095
0.13
0.095
0.095
0.095
0.095
0 095
0.14
0.095
0 095
0.095
0.095
0.095
0.095
s"(0.2)
0.057
0 057
0.057
0 057
0.057
0.057
0.057
0.057
0 057
0.057
0.057
0.057
0.057
0.057
0.066
0.057
0.057
0.057
0.057
0 057
0.072
0.057
0.057
0.057
0.057
0.057
0 057
s.(0.5)
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0 026
0 026
0.026
0 026
0.026
0.026
0.026
0.026
0.028
0.026
0.026
0 026
0.026
0.026
0 026
s.(1.0)
0.008
0 008
0 008
0.008
0.008
0.008
0.010
0.008
0.008
0.008
0.008
0.008
0.010
0.015
0.012
0.009
0.008
0.008
0.008
s,(2 o)
0.008
0.008
0.008
0.008
0.008
0.008
0.008
0.008
Seismic Data(1)
0.03ô
0.036
0.036
0.038
0.03ô
0.036
0.036
0.036
0.036
0.036
0.036
0.036
0.036
0.036
0.055
0.036
0.03ô
0.036
0.036
0.036
0.061
0 054
0.040
0.036
0.036
0.036
0.036
PGA
o
x
e
l¡
D
È
È
o
¡
tr
-
o
lt
o
I
Þ
l¡
ì¡
31
30
30
30
31
26
31
-36
-ót
-36
-36
-34
-44
-35
_a-7
-ó4
-35
-34
-34
-31
-42
-JJ
-34
595
500
645
545
750
265
575
510
Rosetown
Saskatoon
Scott
Strasbourg
Swlft Cunent
Uranium Cìty
Weyburn
Yorkton
Neepawa
\)
o
225
29
-34
-ó¿
365
Sandilands
I
5
Selkirk
29
-36
-33
-35
29
30
-34
-JO
465
-31
Rìvers
s
260
28
29
Portage la Prairie
-36
-34
30
N
o
-34
-32
-33
Pine Falls
220
365
-31
a
q)
0)
¡
o
!¡
300
27
-42
-40
350
Lynn Lake
Morden
29
-36
-34
27
-38
260
-3ô
29
-36
27
Lac du Bonnel
240
o
o
a.
a¡
o
o
a-
ù
q¡
lsland Lake
-40
-38
300
Flin Flon
o
-34
-35
-33
295
Dauphin
¿
0¡
220
30
-40
-38
10
Churchill
Gimli
25
-35
.JJ
395
Brandon
¡
30
-34
-32
510
Boissevain
30
29
-35
-33
245
Manitoba
31
-36
-34
575
Regina
29
30
oc
Dry
-36
1% "C
-34
"c
2.5%
Juy
645
m
January
Qu'Appelle
Province and Locatìon
Elev.,
"c
Wet
¿.5%
Design Temperature
Beausejour
È
¡
o
att
Þ
o
ri)
o
23
¿J
23
tÕ
23
¿ó
24
19
¿J
20
¿J
20
22
18
22
¿.)
23
21
23
19
20
22
50
5700
5650
5840
5600
5900
5760
5400
7770
5730
6900
5800
6440
5900
8950
5760
5500
5680
6000
5400
7500
51
5600
5960
5700
lt
20
5620
s600
5620
20
21
22
440
0.54
28
28
28
28
25
¿ó
28
'18
28
18
28
108
113
108
108
97
108
119
86
103
86
108
061
500
550
058
460
420
460
525
420
470
520
490
560
5s0
530
0.56
0.51
0.66
0.s8
0.55
0.62
0.65
0.ô7
0.6s
370
390
MO
410
420
310
445
380
410
180
180
180
180
180
180
180
.100
180
80
180
I
02
02
22
'I
02
0.2
0.2
0.2
0.2
0.2
0.2
0.2
0.2
2.1
¿-t
1.9
2.2
22
2.4
1.9
¿.õ
1.9
032
031
0.36
0.36
0.30
0.34
0.40
0.29
0.29
0.29
0.31
041
040
0.46
0.46
0.39
0.44
0.52
0.37
0.37
0.37
0.40
0.095
0 095
0 095
0 095
0.095
0.095
0.095
0.095
0.095
0.095
0.095
0 057
0 057
0.057
0 057
0.057
0.057
0.057
0.057
0.057
0.057
0.057
0.026
0.026
0.026
0.026
0.026
0.026
0.026
0 026
0.026
0.026
0 026
0.008
0.008
0.008
0 008
0.008
0.008
0.008
0.008
0.008
0 008
0.008
0.036
0.03ô
0.036
0.036
0.036
0 036
0.036
0.036
0.036
0.036
0.036
0.036
0.008
0.026
0 057
0 095
0.27
0.35
0.2
2.2
80
475
0.59
81
340
18
0.036
0.008
0.026
0.057
0.095
0.40
0.31
0.2
1.9
160
490
0.56
400
103
0.036
0.008
0.026
0.057
0.095
0.55
0.43
0.2
2.8
260
410
0.82
265
76
12
0.036
0.008
0.026
0.057
0.095
0.49
0.38
0.2
2.1
180
460
0.56
0.036
0.008
0.026
0.057
0.095
0.52
0.40
0.2
0.057
2.2
510
0.54
390
0.036
0.095
0.012
0.008
0.03ô
0.008
0.03ô
0.026
0.026
0 034
0.026
0.008
0.057
0.088
0.057
0.095
0.095
0.19
0.095
0.057
0.41
180
530
061
430
02
0.32
031
'1.9
180
1.7
0.40
0.48
037
0.1
1.4
'140
200
400
0.40
320
0.1
0.36
0.28
0l
2.0
100
360
0.59
300
375
28
0.036
0.008
0.026
0.095
054
0.42
0.1
1.4
240
350
0.34
108
119
0.036
0.008
0.026
0.057
0.095
0.42
U.JJ
01
1.5
180
390
260
350
0.036
0.008
0.026
0.057
0.095
0.45
0.35
0.1
1.9
140
0.036
0.008
0.026
0 057
0 095
360
0.33
0.1
1.7
0.43
0.036
0.008
0.057
0.095
0.49
0.026
0.026
0.057
0.10
160
3s0
200
330
PGA
0.040
s,(2 0)
0.008
0.026
0.057
0.38
1.4
200
365
s"(1.0)
0.036
s"(0.5)
0.095
01
1.7
160
430
s"(0.2)
Seismic Data(1)
n nnR
1/50
1.7
0
0.49
1/1
0.38
0.1
S
Pressures. kPa
Hourly Wind
0.1
s,
Snow Load,
kPa, 1/50
0.42
ti5
sures, Pa,
Pres-
0.41
0.41
270
Driving
Rain Wind
0.33
mm
Ppn.
Tot.
Ann.
300
0.41
0.37
0.39
0.45
lndex
Moist.
265
260
300
340
Rain
mm
Ann.
28
¿Õ
103
97
¿J
28
97
28
54
81
25
12
s2
81
86
B1
103
97
mm
1/s0
Bain
One
Day
25
20
23
¿ó
28
25
Bain
mm
Min.
Days
Below
1 8"C
15
Degree-
tr
J
o
I
ì¡
to
l¡
Þ
lt
o
I
D
È
È
o
sx
¿
ìl)
o
E
o
(â
Þ
o
N
c
õ
o
a
N
a
0¡
235
Winnipeg
30
-26
-24
29
28
30
29
30
-31
-26
-24
-26
-24
-19
-28
-24
-22
-24
-22
365
245
100
240
90
260
Bancroft
Banie
Baniefield
Beaverton
Belleville
Belmonl
Bradford
Bracebridge
CFB Borden
Kitchenuhmaykoosib
(Big Trout Lake)
240
310
225
215
-¿ó
-26
-23
-38
-25
-28
-¿J
-40
30
-¿J
-21
270
Aurora
-17
28
-39
_a-7
10
Attawapiskat
5t,
29
29
26
29
29
-35
-JJ
400
30
-29
-27
Atikokan
28
-40
_a-7
340
Armstrong
B5
30
-28
-26
120
Almonte
Arnprior
29
-25
-¿5
220
80
Alexandria
JU
-22
30
30
30
27
28
-20
-35
-oJ
29
29
-19
-35
-JJ
Dry
'c
23
¿J
23
¿J
23
to
21
¿,5
19
¿ó
23
¿ó
20
24
23
23
23
¿ó
¿ó
23
21
¿¿
¿J
21
¿ó
¿,5
Wet
July 25%
-17
-43
-38
-37
-35
-40
1%"C
-40
-JO
-34
-33
-38
"c
2.5%
January
Design Temperature
Allislon
95
Ajax
Ailsa Craig
230
435
Virden
Ontario
205
270
335
270
175
m
Elev,
Thompson
The Pas
Swan River
o
0¡
0)
Steinbach
Split Lake
o
a
o
o
a
o
=
a
tr
ù
o
!r
00
00
4280
4800
4300
7450
3840
3910
4300
3990
4380
4740
4210
71
5750
4ô80
6500
4620
4200
4600
3820
3840
5670
5620
7600
6480
61
5700
7900
18"C
Below
Days
Degree-
28
25
28
18
25
¿J
25
23
28
25
28
18
25
23
23
25
28
tÃ
¿J
25
28
¿ó
18
'18
¿U
28
1B
Rain
mm
l\ilin.
IE
108
103
103
92
97
97
108
108
97
92
108
81
103
86
97
97
113
103
92
103
108
108
86
8.1
92
108
76
1/50,
mm
Rain,
One
Day
680
830
690
400
850
760
720
780
700
720
700
450
570
630
525
/JU
690
800
760
800
415
350
350
330
370
MO
325
mm
Rain,
Ann.
0.80
095
0.82
0.75
0.95
0.89
0.87
096
0.83
0.85
0.81
0.79
0-77
0.76
0.75
0.84
0.81
0.91
0.90
0.93
0.58
0.53
0.64
059
058
058
066
lndex
lvlo¡st.
050
800
1
875
600
950
850
950
950
900
900
800
650
760
775
725
800
875
975
825
950
500
460
540
450
500
500
500
mm
Ppn.,
Tot.
Ann
120
120
120
150
180
180
120
160
120
100
140
160
100
140
100
140
120
160
160
180
180
180
100
1ô0
120
180
120
115
sures, Pa,
Driving
Rain Wind
Pres-
2.1
3.1
2.2
32
1.7
17
2.2
2.1
2.5
3.1
2.0
28
2.4
2.5
2.7
2.5
2.0
24
1.0
2.2
'1.9
2.0
2.4
2.1
20
20
25
S.
0.4
04
0.4
0.2
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
u.ó
0.4
0.4
0.4
0.4
0.4
04
04
02
0.2
0.2
0.2
0.2
02
0.2
a
Snow Load,
kPa, l/50
10
0.28
0.27
0.28
0.33
036
0.33
0.28
0.36
0.28
0.2s
0.34
0.32
0.23
0.29
023
0.32
0.28
031
0.37
0.39
0.35
0.36
0.28
0.29
027
031
030
1i
0.36
0.35
0.36
042
0.47
0.43
0.36
0.47
036
0.32
0.M
0.41
0.30
0.37
0.30
0.41
0.36
0.40
0.48
0.50
0.45
046
036
0.37
035
040
039
1/50
Pressures, kPa
Hourly Wind
2)
015
0.18
014
0.095
0.16
0.25
0.16
0.30
0. 15
0.26
0.16
0.11
0.095
0.61
0.095
0.55
0.15
0.64
0.18
0.13
0.095
0.095
0.095
0.095
0.095
0.095
0.095
s"(0
1
010
0.12
0.10
0.057
0.097
0. 16
0-12
018
0.11
0.17
0.1
0.057
0.057
0.29
0.057
0.27
0.099
0.31
0.12
0.082
0.057
0.057
0.057
0.057
0.057
0.057
0.057
s,(0.5)
0)
0.065
0 072
0.063
0.026
0.056
0.088
0.070
0.099
0.065
0.089
0.065
U.UZb
0.026
0.13
0.026
0.13
0 062
014
0.070
0 052
0 026
0.026
0.02ô
0.026
0.026
0.026
0.024
0.020
0.008
0.017
0.028
0.023
0.031
0.021
0.030
0.021
0.008
0 008
0.044
0 008
0.042
0.020
0.047
0.022
0.016
0.008
0 008
0.008
0 008
0.008
0.008
0.008
s.(2.0)
0 021
þ¿l¿(t)
0.026
s"(1
gsis¡iç
UJb
0 049
0.056
0.045
0.036
0 086
0. 10
0.047
0.12
0.0M
0.089
0.053
0 053
0.036
0.31
0.036
0.28
0.04ô
0.32
0.074
0.045
0.036
0.036
0.036
0.036
U
0 036
0 036
PGA
l¡
o
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g
D
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È
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-a
tr
a
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29
30
30
30
30
29
29
-20
-26
-26
-27
-25
-19
-38
-18
-21
-19
-18
-¿Ð
-24
-25
-¿ô
-17
-35
-tb
-19
-17
295
150
255
tJ)
200
260
+¿J
'180
275
280
Cambrìdge
Campbellford
Cannington
Carleton Place
Cavan
Centralia
Chapleau
Chesley
Clinton
Dresden
185
-tb
-18
3t
28
-35
-JJ
200
30
-20
-18
260
Dorchester
Dorion
29
30
-24
-32
31
-22
-29
-18
85
145
-16
30
-25
'¿J
35
185
29
-¿,5
29
29
-21
-¿3
_e^
29
190
-21
-34
-21
30
31
Deseronto
Deep River
Corunna
Cornwalì
Collingwood
105
245
Cochrane
Colborne
90
Cobourg
Coboconk
Chatham
-¿,5
31
-19
-17
80
Burlington
-25
2S
-28
-26
30s
Burk's Falls
270
29
-25
-¿J
85
Brockville
30
29
-23
-21
Brighton
óU
-20
-18
205
Brantford
óU
-21
Dry
-19
f/."c
2.5%
Juy
215
m
January
"c
24
21
24
23
¿¿
24
23
23
23
21
23
¿ó
¿ó
22
24
21
23
23
23
¿ó
¿ó
¿J
¿,5
ta.
23
¿ó
¿ó
57o
Wel
Design Temperature
Brampton
Elev.,
1
15
50
80
3750
5950
3900
4070
4900
3ô00
4250
41
3980
6200
3980
4500
41
4320
3470
5900
97
103
103
92
100
103
97
94
92
94
108
760
550
850
760
650
725
077
820
950
096
084
900
850
180
160
180
160
100
180
04
033
030
04
2B
10
036
033
0.27
0.36
04
0.4
0.4
0.4
0.32
U.JU
0.38
0.27
0.38
0.27
19
lo
2.5
1.0
0.4
2.2
180
960
800
0.4
0.4
0.3
0.4
04
2.7
1.6
¿.ó
12
2.5
160
'160
80
160
120
950
850
875
825
950
0.89
0.82
087
0.89
780
760
0.87
0.90
0.77
0.90
0.87
720
760
575
760
740
0.38
0.4
160
2.6
000
1
0.94
103
810
u.5 t
04
2.8
140
1125
0.94
810
180
850
103
0.33
0.4
'I 0
0-23
0.4
4.0
80
0.86
zó
28
0.72
0.4
23
180
000
038
U.J4
04
2.0
140
0.013
0.037
0.057
0.095
0.15
0.095
039
043
0.16
0.27
0.63
0 088
0 057
0 096
017
0.30
0.074
0.31
0.62
0.12
0.097
0.14
0.098
0.14
0.13
0.13
0.23
0.18
0.22
047
0.43
035
0.47
0.41
0.39
0.49
0.35
0.49
0.18
0.13
0,050
0.026
0 056
0.092
0 036
0.008
0 078
0 081
0.017
0.015
011
0.32
0 040
0.029
0.043
0.015
031
0 046
0. 14
0.047
0.040
0.098
0 094
0.096
0.055
0.020
0.026
0.018
0.025
0.025
0.060
0.081
0.054
0 079
0.074
0.12
0.49
0.35
0 050
0.078
0.12
0.48
0 038
0.037
0.018
0 053
0 016
0.088
0.015
0.050
0..036
0.041
0.082
0.16
0 016
0.076
0.13
0.052
0.024
0.12
0.25
0.080
0.23
0.039
0.061
0.048
0.023
0.070
0.13
0.19
0.084
0.073
0.027
0.019
0.08s
0 060
0.092
0.43
0.30
049
0.44
0.49
0.41
0.32
0.4
2.5
160
0.12
0.17
0.36
0.28
0.4
2.2
120
850
800
92
20
850
0.95
820
530
1
0.86
740
850
0.84
730
950
0.85
0.15
0.23
041
032
0.4
1.7
0.10
160
850
0.85
0.18
0.36
0.28
0.4
'I 6
160
890
0.91
740
730
800
0.18
0.022
0.36
046
0.026
0.064
0.17
0.32
0.075
0.14
0.21
0.35
0.15
0.074
0 036
0.35
0.12
0.099
0.089
0.22
0.019
0.11
PGA
0.027
0.061
0.020
s"(2 0)
0 083
0.15
0.11
0.44
0.24
0.19
0.063
0.12
0.4
0.34
04
048
0.42
0.21
0.44
s"(1.0)
Seismic Data(l)
s"(0.5)
0.9
UJ/
0.33
s"(0.2)
1/50
0.27
160
0.91
770
0
0.34
1/1
0.4
0.4
0.4
e
Pressures, kPa
Hourly Wind
0.4
850
1010
0.94
810
2.7
.1.6
120
975
089
770
1ô0
1.3
1.3
e
Snow Load,
kPa, 1/50
2.2
850
090
'160
140
115
sures, Pa,
Pres-
Driving
Rain Wind
180
850
0.89
780
760
820
mm
Ppn.
Tot.
Ann.
0.81
Mo¡st.
lndex
720
Rain,
mm
Ann.
103
97
103
97
97
108
97
113
103
97
103
94
103
119
1/50,
mm
Rain,
23
¿J
25
28
ló
20
23
25
25
28
28
20
25
25
4400
3800
25
25
25
25
¿ó
25
25
23
¿J
28
Rain,
mm
Min.
4600
4310
4280
4100
3740
5020
4060
4000
3900
4100
8"C
Below
Days
Degree-
One
Day
tr
¡
o
lt
ro
s.
Þ
lt
o
x
S.
È
È
o
t-
¿
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G)
o
o
¡
o
att
Þ
\)
o
I
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o
5
l\)
a
ù
!)
o
0)
o
o
a.
a
o
o
ù
=a
Â)
¡
o
$
29
30
-27
-19
-25
-17
-15
180
Forest
Fort Erie
-¿õ
-ót
-24
ÒE
'18s
Grimsby
Airport)
85
255
495
Graham
Gravenhurst
(Muskoka
205
Gore Bay
Goderich
-16
-18
-¿0
-18
-18
-16
-16
215
Glencoe
-26
-39
-36
Geraldton
ÒÀE
30
29
29
28
29
31
¿ó
28
-24
-22
80
Gananoque
29
-35
-JJ
340
-tt
30
30
-15
Fort Frances
(Ridgeway)
190
-17
-16
215
Fergus
Fort Erie
-18
-20
400
Fenelon Falls
31
30
29
-22
-25
265
260
Exeter
220
Espanola
29
-36
-JJ
205
30
Englehart
29
-21
-.19
220
310
Embro
29
-28
-26
-26
Elmvale
-24
28
29
JI
29
30
29
¿o
380
-J4
"c
Dry
24
24
¿ó
23
¿J
23
21
¿¿
¿ó
¿J
21
22
24
22
24
zl
22
¿J
¿Ð
zz
¿¿
¿ó
24
¿t
23
22
Wet
July 25%
Elliot Lake
365
-36
-JJ
245
Earlton
Edison
-18
-16
-22
-17
-24
-36
l.k"c
225
-20
-15
-22
-34
2.5%
January
Design Temperature
Dutton
340
175
Dunnville
Durham
525
370
m
Dundalk
Dryden
Elev.,
3520
4760
5940
4700
4000
3680
6450
4010
5M0
3600
3650
3740
4300
4M0
3900
4920
5800
3950
4200
4950
5740
5730
3700
43/,0
3660
4700
5850
18"c
Below
Days
Degree-
15
¿,7
25
¿J
23
25
¿ó
20
¿J
25
25
23
25
28
25
25
¿ó
¿ó
28
28
23
25
23
28
28
23
28
25
mm
Rain
Min.
108
103
97
92
92
103
86
103
108
108
108
103
108
108
113
108
92
113
97
108
108
92
92
103
'108
108
97
760
790
570
640
810
800
550
760
570
860
860
810
760
730
810
650
600
830
720
630
510
560
850
815
830
750
550
mm
1/50,
mm
Rain,
Ann.
Hain,
One
Day
0.90
0.92
0.75
0.84
0.95
091
0.77
0.91
0.71
0.98
0.98
0.95
0.87
0.86
094
083
0.78
0.94
0.87
083
0.65
0.75
0.96
0.94
0.95
089
070
lndex
It4oist.
080
025
000
020
050
875
1
750
860
950
925
725
900
725
1
1
875
925
950
975
840
880
950
950
950
680
820
92s
1
950
1
700
mm
Ppn.
Tot.
Ann
160
120
140
'160
180
180
100
180
120
160
160
160
160
120
180
160
100
160
140
160
120
120
180
140
160
150
120
sures, Pa,
1t5
Pres-
Driving
Rain Wind
0.9
26
2.6
2.4
1.5
2.5
2.1
2.3
2.5
26
2.0
2.2
2.3
2.4
¿.,t
2.5
2.0
2-6
2.9
2.4
2.6
1.3
2.8
2.0
34
24
òs
0.4
0.4
0.3
0.4
0.4
0.4
0.4
0.4
04
0.4
0.4
0.4
0.4
04
04
0.4
0.4
0.4
0.4
0.3
0.4
0.4
04
0.4
04
e
Snow Load,
kPa. 1/50
Wind
0.36
0.28
0.23
0.34
0.43
0.33
0.23
0.36
0.24
0.36
0.36
0.37
0.28
0.28
0.38
U.JJ
0.32
037
0.28
0.29
024
0.35
0.36
0.34
036
033
023
1/10
0.46
0.36
030
0.M
055
0.43
0.30
0.47
031
0.46
0.46
048
0.36
0.36
0.49
0.42
041
0.48
0.36
0.38
0.31
045
0.47
0.M
0.46
042
030
1/50
Pressures, kPa
Houly
0.34
0.17
0.095
0.095
0.11
0. 16
0.095
0.30
0.095
0.33
0.33
012
u. tb
0.18
0.13
0.10
0.23
0.15
014
0 095
0.095
0.24
0.16
012
0.31
013
0 095
s.(0 2)
0.18
0.12
0.057
0.067
0.075
0.092
0.057
0.19
0.057
0. 18
0.18
0.076
0.095
0.13
0 080
0.080
0.13
0.094
0.10
0.065
0.057
0.14
0.09ô
0.085
0.16
0.091
0.057
sa(0.s)
0.068
0 070
0.026
0.044
0.049
0 053
0.026
010
0.026
0.066
0.067
0.049
0.058
0.074
0.051
0.050
0.074
0.056
0.064
0.043
0.026
0.075
0.054
0.055
0.063
0 058
0.026
s"(1.0)
Seismic Data(1)
0 022
0.024
0.008
0.015
0 016
0 016
0.008
0.032
0.008
0.022
0.022
0.015
0.019
0.024
0.016
0.018
0 024
0.018
0 021
0.015
0.008
0.024
0 017
0.018
0.021
0 019
0 008
sa(2 0)
0.20
0 052
0.036
0.036
0.036
0.080
0.036
0.12
0.036
0.19
0.20
0.038
0.052
0.054
0 040
0 036
0.11
0 072
0.040
0.036
0 036
0.11
0.087
0.040
017
0.043
0.036
PGA
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190
Haldimand
(Caledonia)
29
30
29
-40
-29
-20
-36
-37
-26
-18
-JJ
360
JJC
280
275
Hornepayne
Huntsville
lngersoll
lroquols Falls
325
Kirkland Lake
JJJ
295
Kinmount
Kitchener
80
29
-28
-36
-21
-¿õ
-JJ
-19
29
29
¿o
¿ó
30
28
-24
-19
-31
-35
30
29
¿ó
-22
-l I
-28
'185
190
-óJ
-27
-25
90
370
-3ô
-34
245
Kingston
Kincardine
Killaloe
Kenora
Kemptville
Kapuskasing
Jellicoe
_ao
28
-zó
-24
180
Honey Harbour
-36
29
-37
-35
245
Hearst
330
29
-27
-25
50
30
30
-26
-24
200
Hastings
Hawkesbury
29
-21
-19
270
Hanover
31
-19
30
-17
-21
29
30
30
30
29
29
90
-19
-29
-27
335
255
-19
-17
215
Dry
Hamilton
(Georgetown)
Halton Hills
Haliburton
lHaoersvillel
Haldimand
-35
-32
210
Haileybury
-20
-26
-24
280
Guthrie
-18
-21
1%'c
-19
"c
2.5o/"
340
m
"c
Wet
July 25%
Design Temperature
January
Guelph
Elev,
¿5
¿¿
23
¿ó
zz
22
22
23
21
21
21
23
22
21
23
21
23
¿J
22
23
23
23
¿ó
23
22
23
¿J
1
00
4200
ô000
4600
4000
3890
4960
5630
4540
6250
6400
61
3920
4850
6340
4300
6450
461 0
4280
4300
3460
4200
4840
3760
3750
5600
4300
4270
8"C
Below
DegreeDays
IJ
28
23
25
¿J
25
23
25
25
20
¿U
20
28
25
20
25
20
¿ó
25
28
23
28
25
25
23
23
¿ó
¿ó
mm
Min.
Rain
050
092
119
92
¡Uö
108
92
86
113
92
86
86
86
108
103
780
600
750
780
800
680
515
750
550
550
575
840
800
420
089
925
875
950
0.88
078
950
950
825
0.96
0.95
0.83
630
925
086
064
825
750
140
100
120
180
180
120
120
160
100
100
100
825
0.4
U.J
0.4
29
20
04
04
0.4
0.3
0.4
03
2.7
2.1
2.6
2.7
¿.ó
¿.J
2.8
04
0.3
2.9
2.7
0.4
0-4
0.4
1.7
2.9
180
36
80
0.4
0.3
0.4
20
2.8
0.4
26
0.4
0.4
09
¿-J
0.4
0.4
29
14
0.4
0.4
l.ó
1.2
0.4
0.4
2.5
¿-+
0.4
s,
1.9
s.
Snow Load,
kPa, 1/50
120
160
950
1000
750
050
80
825
1
160
140
140
160
140
100
160
160
120
120
140
1/5
sures, Pa,
Rain Wind
Pres-
Drivlng
925
840
0.7ô
0.76
0.77
0.95
0.93
0.68
710
93
0.87
520
0.74
0.91
0.85
875
090
1
850
980
875
084
0.90
0.95
875
820
0.n
0.93
950
875
mm
Ppn.,
Ann.
Tot
0.83
o-7
800
730
790
810
750
780
840
810
s90
700
0.88
Moist.
lndex
86
103
92
103
108
119
92
97
108
92
103
770
mm
1/50,
mm
103
Rain,
Ann.
Rain,
Day
0ne
036
028
029
030
0.27
0.36
0.43
0.27
024
0.32
0.24
0.23
0.29
0.37
0.27
0.23
0.30
0.23
037
039
0.35
0.47
0.55
0.35
0.31
0.41
0.31
0.30
0.37
048
0.35
016
0.095
0.12
0.14
0.20
022
018
0 075
0.23
0.29
0.11
0.44
0.057
056
0.095
0.28
0.11
0.057
0.10
0.068
0 095
0.19
0.097
1
0.058
0.069
0.077
0.099
0 049
0.1
0.026
0
.13
0.042
0 02ô
0.059
0.057
0.075
0.16
0.027
0.14
0.065
0.057
1
0.20
0.1
0.095
0.15
0.033
0.057
039
0.13
0.29
057
0 018
0.054
0.10
0.062
0.026
0 022
0.12
0.036
0.21
0.036
0.28
0 045
0.036
0.096
0.031
0.016
0.036
0.008
0.042
0.014
0.008
0.020
0.082
0.068
0.018
0.036
0.044
0.022
0.026
0.036
0.012
0.010
0.30
0.044
0.074
0.027
014
0.039
0.018
0.18
011
0.074
0.14
0.17
0.12
0.043
0.067
PGA
0 083
0.022
0 020
0 027
0.019
0.022
0.026
0.022
0.019
s"(2 0)
0.053
0.064
0.062
0 081
0.062
0.063
0.079
0.066
0.059
s"(1.0)
Se¡smic Data(1)
022
0.082
012
0.12
0.15
0.14
0.16
017
0 095
0.30
1
0.15
0.1
0.10
s,(0.5)
032
020
0.22
0.25
0.31
0.25
0.15
0.17
s,(0 2)
0.30
0.41
0.41
032
0.32
0.48
0.46
0.37
0.35
046
OM
0.37
036
0.29
0.27
036
034
044
036
028
034
1/50
0
1/1
Pressures, kPa
Hourly Wind
l¡
tr
ì¡
o
I
-
f,l
tr
lt
o
x
e
l¡
È
È
o
-J
ù
N
b
ù
o
¡
o
g)
Þ
N
5
o
o
o
õ
N
À)
a-
29
29
-26
-20
-21
-29
-20
-24
-18
-19
-27
-18
190
200
370
270
160
Midland
Mìlton
Milverton
Minden
Mississauga
Mount Forest
Monisburg
Moosonee
lVlitchell
Mississauga
(Port Credit)
(Lester B.
Pearson lnt'l
Airport)
420
AF
10
335
75
-25
-24
-23
-21
-38
-20
-18
-36
-20
-18
-22
30
-31
-29
165
Mattawa
-20
29
-36
-33
265
Matheson
170
29
-JI
-35
485
Martin
Mississauga
31
-23
-21
175
Markham
28
30
28
29
29
31
30
30
29
29
-22
-20
425
Markdale
29
30
30
29
¿t
30
31
28
30
-25
"c
Dry
-23
-19
-17
-20
-21
-19
-18
-21
-26
-40
-26
1%'C
-19
-¿4
-15
-38
-24
"c
2.5%
"c
50
4500
n
22
22
¿Õ
¿¿
23
23
24
23
23
23
23
23
¿¿
21
00
4700
4370
6800
41
3780
3890
3880
4640
4200
3920
4200
5050
6080
5900
4000
4080
3900
3900
4300
4300
4320
3400
71
4330
18"C
Below
Days
Degree-
23
24
23
22
23
24
21
23
24
Wet
July 2.5%
Design Temperature
January
B5
300
245
380
'185
265
'190
240
240
m
Elev.,
Maitland
Lucan
London
Listowel
Lion's Head
Lindsay
Leamington
House
I
Lansdowne
o
À¡
Lakefield
o
ù
=
aa
o
o
a
o
¡¡)
o
¿
!¡
t5
¿ó
25
18
¿ó
25
26
25
25
28
25
103
103
8l
113
108
108
113
97
108
125
97
86
ta
25
86
103
86
103
103
113
103
119
103
103
113
s2
92
mm
Rain,
1/50,
One
Day
20
25
25
28
25
25
28
¿Õ
25
25
28
¿ó
25
mm
Rain
Min.
740
800
500
810
720
685
720
780
800
750
740
700
580
560
720
087
091
0.84
0.94
0.87
081
08s
0.90
0.93
0.85
0.88
0.86
0.n
0.75
0.81
094
0.89
820
0.94
n0
0.94
0.93
0.89
0.84
091
078
085
Moist.
lndex
810
825
800
700
720
800
500
720
Rain,
mm
Ann.
000
000
060
050
050
940
950
700
1
800
790
800
1010
1
850
1
875
825
750
825
1050
975
1
975
1
950
850
o7E
680
850
mm
Ppn.,
Tot.
Ann.
140
180
160
160
160
'160
160
100
160
160
160
100
100
120
'140
160
180
180
180
160
180
140
180
140
'140
115
sures, Pa,
Pres-
Rain Wind
Driving
27
23
2.2
24
0.9
11
1t
2.7
2.4
1.3
2.7
2.1
2.8
2.6
1.3
3.4
2.2
¿.J
1.9
2.6
27
¿.J
0.8
2.9
2.2
s.
04
04
0.3
0.4
0.4
0.4
04
0.4
0.4
0.4
0.4
04
03
U.J
04
0.4
0.4
04
0.4
0.4
0.4
0.4
04
02
04
S,
Snow Load,
kPa, 1/50
0
032
Uó¿
0.27
0.37
0.37
0.34
034
0.27
0.33
0.33
0.30
0.25
0.30
0.23
0.34
032
034
0.39
0.3ô
0.36
037
0.29
0.36
0.25
0.29
1/1
0.41
0.41
0.35
0.48
0.48
0.44
044
0.35
0.43
0.43
0.39
0.32
0.39
030
0.44
0.41
O,M
0.50
0.47
0.47
0.48
038
0.47
0.32
0.38
1/50
Pressures, kPa
Hourly Wind
013
060
0.13
0.13
0.28
0.21
0.26
0.20
0.14
0.26
0.15
0.46
0.20
0.095
0.18
0.12
0.37
0t3
0.15
0.13
0.11
0.18
017
0 095
020
s.(0.2)
1
0.087
0.30
0.068
0.083
0.15
012
01s
0.14
0 086
014
0.11
0.23
0.1
0.057
0.11
0.088
0.22
0.083
0.093
0 085
0.082
0.12
0.092
0.057
0.14
s"(0 5)
0.055
0.14
0.040
0.053
0.065
0.0ô5
0 065
0.078
0.054
0.063
0.064
0.10
0 063
0.026
0 067
0 056
0.12
0.052
0.0s5
0.054
0.053
0.074
0.047
0.026
0.079
s"(1.0)
0 017
0.021
0.021
0.020
0.02ô
0.018
0.020
0.022
0.035
0.020
0.008
0.022
0.019
0.036
0.017
0.017
0.018
0.018
0.024
0.015
0 008
0.026
s"(2.0)
0.018
0.044
0.014
Seismic Data(i)
0 043
0.31
0.057
0.042
0.15
0.12
0.14
0 065
0.0M
0.14
0.042
0.24
0.098
0.036
0.061
0.040
0.15
0.046
0.076
0.043
0 036
0.053
0.091
0.036
0.062
PGA
o
D
È
È
o
I
e
ì¡
x
tr
-
o
I
tt
ìt
l¡
Þ
l¡
205
Nanticoke (Jarvis)
29
30
-24
-35
-22
-22
-ó¿
-20
90
180
115
New Liskeard
Newcastle
29
-20
-23
-27
-21
-18
-21
-25
-19
90
430
230
'1
Oakville
Orangeville
0rillia
0shawa
0ltawa
lKanata)
(a
o
o
Ottawa
o
ûr
lÞ
o
Ê
¡
o
o
õ
N
Ât
o-
Â¡
:
Parry Sound
215
-24
-26
-18
.16
205
-20
-18
245
Paris
Parkhill
-37
-21
-28
-27
-27
-35
-19
-26
-25
-25
-25
185
215
70
125
98
98
70
Pagwa River
Owen Sound
(0rleans)
Ottawa (M-C
lnt'l Airport)
o
o
a.
¡
Ottawa
(Banhaven)
Hall)
Ottawa (City
-27
30
-26
-24
225
Norwood
-25
30
-30
-28
210
North Bay
Ottawa
(Metropolitan)
28
-18
-tb
210
Niagara Falls
10
30
-24
-22
185
Newmarket
28
31
30
28
29
30
30
30
30
30
30
2S
JU
30
-22
-20
95
Newcastle
(Bowmanville)
Napanee
30
30
Doverl
-17
30
-18
-17
-15
¿ó
"c
Dry
-JO
1%'c
"c
Wet
July 2.5'k
-36
"c
2.5%
January
Design Temperature
180
Nanticoke (Port
325
m
Elev.,
Nakina
a
È
Â¡
¡
=.
o
¿
sr
E
¡
o
S.
(n
Þ
ìi,
o,
o
22
23
23
21
22
ta
23
¿J
¿J
23
23
¿ó
¿J
¿J
23
¿¿
23
¿5
23
¿J
¿¿
¿ó
24
¿ó
21
15
4640
23
25
¿ó
4000
3800
20
28
¿J
24
25
25
23
97
103
96
86
113
91
89
92
92
86
86
6500
4030
4500
4500
4520
4s00
4440
3860
23
¿ó
4450
103
108
¿ó
3760
25
97
25
4320
4260
92
25
95
96
108
86
86
92
J¿
'108
108
86
mm
1/50,
Rain,
Day
0ne
50
51
23
28
4260
3600
23
23
23
zó
25
28
20
Rain
mm
Min.
4000
3990
5570
4140
3600
3700
6500
18"C
Below
DegreeDays
810
830
075
0.90
570
760
850
875
1
875
0.93
0.84
0.90
0.84
0.88
0.90
n5
720
750
730
740
760
820
095
093
1
050
925
925
090
790
800
825
1075
900
900
900
900
076
090
084
084
0.84
0.84
900
000
850
540
760
750
750
730
750
750
0.84
950
094
810
975
800
081
700
830
0.90
760
900
950
900
095
098
750
mm
Ppn.
Tot.
Ann.
076
Moist.
lndex
0.90
770
860
840
540
Rain,
mm
Ann.
0.4
2.0
0.48
037
0.43
UJó
'1ô0
180
'160
BO
160
160
160
160
160
28
04
039
04
21
030
033
023
037
032
032
0.32
u.,5¿
04
04
04
04
04
0.4
0.4
0.32
1.4
2.4
2.8
2.4
z-4
2.5
2.4
0.4
039
050
042
0.30
0.48
0.41
041
0.41
0.41
0.41
0.48
0.37
0.4
1.4
160
2.4
0.36
0.28
0.4
2.4
120
160
0.16
0.12
0.18
0.095
0.12
0.63
0.63
0.62
0.63
0.64
011
0.079
0.10
0.057
0.085
0.31
0.31
0.30
0.30
0.065
0.051
0.060
0.026
0.055
0.14
0.14
013
014
0.0s0
0.041
0 022
0 084
0.016
0.036
0.036
0.32
0.32
032
032
032
0.074
0.019
0.009
0.018
0.046
0.046
0 045
0 045
0 046
0.072
0.12
0.19
014
0.023
0.068
011
0.16
0.31
0 023
0.060
0.097
0.046
0.051
0.020
0.065
0.15
0.28
0.4
¿.,5
140
160
0.36
0.18
0022
0.083
0.17
0.32
0.14
0.21
041
0.47
0.4
0.9
U.JO
0.11
0.070
0.023
0.070
0.027
020
0.021
0.065
0.027
0.051
0.023
0.078
0.081
0.12
011
0.093
012
0.036
PGA
0.073
0.024
0 025
0.078
0.074
0.030
0 018
0 019
0.094
0 060
0 062
o)
0 008
s.(2
0.079
0.19
0.11
0.13
0)
0 026
s"(1
Seismic Data(1)
0.15
0.34
0.1ô
0.20
0.13
020
0.32
0.4
2.1
120
1
0.17
0.1
0.12
0. 14
0.25
¿-¿
5)
0.057
s"(o
0.24
0.28
0.19
034
0.27
0.38
029
0.48
0.43
033
037
0.43
048
033
037
120
0.4
0.4
20
140
160
0.4
1.4
0.4
1.5
160
160
0.4
2.3
100
04
04
12
0.22
048
04
14
037
0.095
030
023
04
2)
2B
s"(o
1/50
1t10
S,
Pressures, kPa
Hourly Wind
s.
Snow Load,
kPa, 1/50
1.9
160
140
160
100
115
sures, Pa,
Rain Wind
Pres-
Driving
E
a
o
I
l¡
I'l
l¡
Þ
l¡
o
I
Þ
È
È
o
S
x
è
N
\
o
o
o
o
5
ù
N
o
I
s
o
{o
l\)
a
!¡
195
180
205
Port Bun¡¡ell
Port Colborne
Port Elgin
30
30
28
-17
-17
-19
-15
-21
31
29
-28
-¿a
190
Sault Ste. Marie
30
31
-18
-28
-¿J
-16
-26
190
50
230
30
Sarnia
Rockland
Richmond Hill
-30
-27
115
Renfrew
-37
360
Hed Lake
-JJ
270
Rayside-Balfour
(Chelmsford)
29
475
Raith
-JU
28
-ot
-34
-28
30
-20
29
-25
-¿J
-18
31
-17
-15
280
30
-24
-22
Princeton
29
-23
-21
90
180
Port Stanley
30
-32
-29
-17
29
-21
-19
29
-¿,5
JU
31
óU
30
30
29
30
JU
-21
"c
-19
-18
-25
-31
-27
-26
-31
-17
1%"C
Dry
"c
¿¿
24
23
24
¿J
21
21
¿a
¿Ð
23
24
¿,t
¿J
22
24
24
50
4960
3750
4600
4000
4900
6220
5200
5900
4000
4120
3850
4260
3970
4100
3600
3800
4960
41
tó
3800
3640
4400
4980
4540
4200
4980
3690
3980
¿ó
24
¿J
¿ó
23
¿J
23
¿J
Below
18"C
Days
Degree-
23
Wet
July 2.5ok
.21
-16
-¿,t
-29
-25
-24
-28
IE
"c
2.5%
January
Design Temperature
Prescott
270
Port Perry
'100
150
Point Alexander
Port Hope
300
95
85
195
200
135
130
220
125
230
m
Elev.,
Plattsville
Picton
fDlnh:rlnnì
Pickering
Petrolia
Peterborough
Petawawa
Perth
Penetanguishene
o
q)
!¡
Pembroke
Pelham (Fonlhill)
o
a
o
o
a
o
=a
E
O)
¡
o
ô¡
¿ó
25
ta
25
.J
20
25
¿J
25
25
25
25
23
'E
¿J
25
23
28
23
¿ó
25
25
23
25
25
23
23
Min.
Rain,
mm
15
97
100
92
97
97
92
s2
97
97
103
92
97
94
92
108
92
92
103
92
92
108
92
92
92
97
105
96
Rain,
1/50,
mm
Day
0ne
660
750
780
740
620
470
6s0
570
810
0.89
0.87
0.89
0.83
0.75
0.69
080
0-75
092
1.05
0.88
940
0.84
0.90
0.94
097
1.05
0.82
0.93
0.91
0.88
0.89
083
0.80
0.84
087
080
094
lndex
Moist.
n0
720
760
790
850
930
ô50
820
770
730
810
710
640
730
720
640
820
Rain,
mm
Ann.
050
000
000
950
825
950
850
810
630
850
750
925
975
975
850
825
850
1
1
850
950
940
825
920
840
825
900
1
825
950
mm
Ppn.,
Tot.
Ann.
200
180
160
140
140
120
180
120
160
180
180
140
180
180
160
180
100
140
1ô0
140
180
140
100
140
160
100
160
115
sures, Pa,
Pres-
Rain Wind
Driving
3.1
1.1
¿-4
1.5
2.5
2.4
2.5
2.7
1.5
2.2
1.2
2.4
1.2
2.8
23
1.2
2.5
lo
2.0
1.0
1.3
2.0
2.6
¿-J
¿ó
25
23
s.
0.4
0.4
0.4
0.4
0.4
0.3
04
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0-4
04
0.4
0.4
0.4
0.4
0.4
04
04
04
Snow Load,
kPa, 1/50
0.34
036
031
0.34
0.27
0.23
0.35
023
0.33
0.34
0.36
0.34
037
0.43
0.36
U.Jb
0.27
0.33
0.38
0.37
0.36
0.32
0.27
0.32
030
027
033
1110
0.M
047
0.40
0.44
0.35
0.30
0.45
0.30
0.42
0.44
0.47
0.44
0.48
0.55
0.46
0.47
0.35
0.42
0.49
0.48
0.47
041
0.35
041
039
035
042
1/50
Pressures. kPa
Hourly Wind
0.095
0.12
0.60
0.18
0.58
0 095
0.14
0.095
0.16
0.42
017
0.17
0.21
0.11
0.33
017
U.bJ
0.15
026
0.18
0.13
0.19
0.63
0.36
0.14
UbJ
0.34
s,(0.2)
0.057
0.073
0.30
0.11
029
0.057
0.097
0.057
0.10
0.24
0.099
0.12
013
0.078
0.18
0.099
0.30
0.096
0.1ô
0 12
0.079
0.13
0.30
0.21
0.11
0.30
0.19
s"(0.5)
0.032
0.048
0.14
0 065
0.13
0.026
0.057
0.026
0.059
012
0.055
0.070
0.077
0.051
0.06ô
0.058
0.13
0.058
0.088
0.069
0.049
0.078
0.13
0.11
0.064
013
0.068
s"(1.0)
0.020
0.008
0.018
0.038
0.017
0.023
0.024
0.017
0.022
0.018
0 043
0.018
0.028
0.022
0.015
0 025
0.043
0 036
0.022
0 044
0.022
s"(2.0)
0.12
0.015
0 045
0 021
0.043
0.008
Seism¡c Data(1)
0 036
0.037
031
0 063
0.30
0.036
0.045
0.036
0 082
0.018
0 090
0.053
0.094
0 036
0. 19
0.092
032
0.069
0.11
0.078
0.048
0 062
0.32
014
0.041
0.32
0.20
PGA
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-16
130
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Smiths Falls
Smithville
30
-25
-20
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-18
120
360
Stirling
Stratford
280
Thamesford
295
300
Timmins
Timmins
lPorer ¡nincl
215
210
Tillsonburg
Thunder Bay
205
-òJ
-30
300
Temagami
Thedford
-21
-19
340
Tavistock
-34
-34
-17
-31
-16
-36
-36
-19
-JJ
-18
-21
-29
-27
340
Sundridge
-19
-JU
-30
-28
-28
275
205
Sudbury
Sturgeon Falls
-19
31
-tö
-16
225
St. Thomas
-17
30
-20
-18
310
St. Mary's
225
30
-18
-16
105
St. Catharines
Strathroy
28
-19
-17
180
Southampton
29
2S
30
29
31
30
30
29
29
29
29
31
29
29
-?s
-27
355
South River
Falls
29
30
-27
-25
-36
28
-36
-34
375
Sioux Lookout
-34
30
-19
-17
210
Simcoe
235
29
-24
-22
495
Shelburne
Smooth Rock
30
-19
-tt
310
27
Seaforth
"c
Dry
-36
1%"C
-34
"c
2.5%
"c
Wet
00
21
21
24
21
23
23
¿¿
23
22
21
21
24
23
23
24
23
¿ó
22
22
21
23
00
80
00
6000
5940
3840
5650
3710
3950
5420
41
5080
51
5200
3780
4050
4220
3780
4000
3540
41
5090
6250
3650
4540
5950
n
23
3700
4700
41
5960
Below
18"C
DegreeDays
24
23
23
21
July 2.5%
310
m
January
Schreiber
Elev.,
Design Temperature
15
20
20
25
23
25
28
23
28
25
25
25
25
28
25
25
103
108
IUJ
108
103
108
92
113
97
97
95
103
113
97
IUJ
108
92
¿ó
28
92
103
92
108
92
97
113
108
108
103
1/50,
mm
Rain,
Day
0ne
25
25
20
¿ó
25
25
28
28
25
20
mm
Min.
Rain,
7-7
0.95
820
050
560
560
880
560
810
820
0.75
0.75
0.98
0.76
0.95
093
0.82
875
875
980
710
900
975
100
100
'160
160
180
160
29
a1
1.3
2.9
2.1
1.9
2.6
120
875
03
0.3
0.4
0.4
0.4
0.4
0.4
0.4
2.1
160
010
1
0.95
820
0.4
2-8
975
0.97
120
0.4
0.4
0.4
2.2
1.9
25
140
180
0.4
029
027
0.34
0.30
0.39
0.37
0.29
0.35
0.27
0.36
0.27
0.36
0.35
0.31
0.4
1.7
2.3
0.36
0.36
0.36
0.41
0.27
0.051
053
0.14
0.25
0.45
0.37
0.37
0.35
0.44
0.39
0.50
016
0.14
017
0.095
012
0.16
0.090
014
035
0.48
0.14
0.094
0.090
0.10
0.057
0.077
0.095
0.15
010
0.23
0.13
0.15
0.22
0.086
0.16
0.087
0.25
0.14
0.096
0.018
0.055
0 056
0 054
0.058
0.026
0.050
0.056
0.077
0.056
0.076
0.059
0.072
0 018
0.018
0.018
0.008
0.016
0.018
0.026
0 0ô8
0.056
0.091
0.036
0.038
0.076
0.12
0.053
0.082
0.018
0.051
0.026
0.086
0.0ô4
0.045
0.096
0.088
0.049
0.20
0.036
0 086
0.085
0.20
0.17
0.03ô
0.093
0.046
0.040
0.036
PGA
0.020
0.025
0.016
0.028
0.088
0.052
0.017
0.017
0.023
0.017
0 027
0 017
0.022
0.056
0.054
0.086
0.14
016
0.0ô9
0.19
0.34
04ô
0.35
0.47
0.45
0.40
0.47
0.47
046
0.077
0.14
1
0.078
0.049
0.1
0.089
0.23
0.16
0.068
0.037
0.12
0.18
0.008
0.026
0.22
0.018
0.020
0.059
0.060
0 017
0 008
s"(2.0)
0.051
0.026
s"(1.0)
0.057
0.10
0 094
0.080
0.057
s"(0.5)
Seismic Data(1)
035
032
0.34
042
0.33
0.25
0.39
0.095
0.18
0.14
0.12
0.095
sa(0.2)
0.41
0.30
0.45
0.40
0.48
039
1/50
u.ó¿
0.23
0.4
120
1.4
0.4
160
180
2.2
0.4
0.4
2.7
1.0
0.4
0.3
0.4
0.4
U.J
0.35
0.31
0.4
04
0.37
0.30
04
0.4
1/1
0
Pressures, kPa
Hourly Wind
S,
¿ó
27
1.5
2.3
¿-c
1.3
3.1
2.5
JJ
ss
Snow Load
kPa, l/50
200
910
950
1
850
975
160
1025
180
120
80
160
140
100
'160
150
160
160
115
sures, Pa,
Pres-
160
840
650
Driving
Rain Wind
850
830
975
8s0
900
850
710
950
875
0.86
025
900
1
0.79
ô50
700
088
0.86
740
770
0.99
900
0.95
0.90
n0
820
0.95
0.96
t\
0.92
0.84
0.ô9
800
830
560
800
730
520
0.97
0.88
740
860
0.94
850
Ppn.
mm
lndex
0.82
Tot.
Ann
Moist.
810
600
Rain,
mm
Ann.
o
-a
E
ìr
ìr
tt
tr
ì¡
o
D
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=
North York
31
-36
-17
-tð
-22
-22
-42
-34
-15
-16
-20
-20
-39
290
180
215
85
'160
Wawa
Welland
West Lorne
N
(o
o
o
¡
o
Quebec
Wyoming
Woodstock
o
to
215
300
310
.185
185
Wiarton
Windsor
375
White River
Whitby (Brooklin)
16
19
18
16
30
-18
31
30
-20
-21
32
29
28
30
30
26
3t
-18
-21
30
-19
-17
240
Watford
19
31
-21
-19
330
Waterloo
Whitby
29
-18
-16
180
Wallaceburg
30
-20
-18
275
Walkerton
30
-17
-15
el
215
-22
30
-24
29
J¡
31
JI
31
2S
"c
Dry
-29
-24
-20
-22
-22
-22
1%'C
-20
-22
-22
-18
-20
-20
-20
"c
25%
July
"c
¿Ð
22
23
¿ó
24
24
24
24
23
23
24
22
21
23
¿3
24
23
21
24
23
24
¿¿
24
24
Wet
25%
Design Temperature
January
Vittoria
'165
275
Uxbridge
Vaughan
(Woodbridge)
330
80
90
'180
175
160
m
Elev,
Trout Creek
Trenlon
Toronto (City
Hallì
Wingham
\)
o
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o
õ
o
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Scarborough
Etobicoke
ù
a.
Region
Metropolitan
Toronto
o
À¡
o
o
a.
a
a
o
o
È
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¡
o
0¡
00
00
50
0
3700
391
4220
3400
4300
61
401 0
3820
3700
3670
5840
3740
4200
3600
4300
3680
41
4240
51
41 10
3520
3800
3760
3800
18"C
Below
Days
Degree15
25
28
28
28
25
20
¿J
23
28
23
20
25
28
28
28
25
26
25
25
23
25
25
25
'A
Rain
mm
Min.
103
113
108
103
103
92
86
86
103
103
93
108
119
97
103
113
113
103
103
97
97
92
'108
108
mm
.1/50,
Bain,
One
Day
815
830
780
800
740
575
n0
760
840
840
725
790
780
760
790
880
700
700
780
760
720
730
730
720
Rain,
mm
Ann.
092
0.94
0.91
0.85
0.91
0.80
0.91
0.90
0.95
096
0.93
090
0.89
087
0.92
0.99
0.80
0.82
0.92
0.89
0.86
0.87
0.82
0.80
lndex
Ìriloist.
050
900
930
1
900
1000
825
850
850
900
975
950
950
925
825
1025
950
800
850
975
850
820
825
850
800
Ppn.,
mm
Tot.
Ann
180
'160
160
180
180
100
140
160
'180
160
160
160
160
'180
160
160
140
140
120
160
160
160
150
160
sures, Pa,
1t5
Pres-
Rain Wind
Driving
1.6
1.9
2.6
0.8
2.7
4.5
1.9
12
1.3
22
4.1
1.9
2.0
0.9
27
1.3
1.1
2.4
27
1.6
0.9
1.2
1.2
1.1
S,
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.4
s,
Snow Load,
kPa, 1/50
0.36
0.34
0.39
0.36
0.37
0.23
0.35
037
0.36
0.33
0.30
0.36
0.29
0.35
0.39
0.36
0.34
0.33
0.27
0.36
0.34
0.36
0.34
0.34
1110
0.47
0.44
0.50
047
0.48
0.30
0.45
0.48
0.47
0.43
039
0.47
037
0.45
050
047
0.44
0.42
0.35
0.47
0.44
0.47
0.u
0.44
1/50
Pressures, kPa
Houly Wind
0.13
0. 16
0.12
0.15
0.11
0.095
018
0.19
0.16
0.34
0.095
0.13
0.15
015
0.12
018
0.19
0.16
024
024
0.22
0.19
0. 19
0.21
sa(0.2)
0.077
0.098
0.079
0.085
0.083
0.057
0.12
0.12
0.095
0.18
0.057
0.081
0.094
0 085
0.081
0.10
0.11
0.11
015
0.15
0.13
0.11
0.11
0.12
s"(0.5)
0.049
0 058
0.051
0.045
0.053
0.026
0.070
0.071
0.054
0.068
0.028
0.050
0.058
0.047
0.052
0.060
0.064
0.069
0.078
0.085
0.067
0.068
0.066
0.065
s"(1.0)
0.022
0.01ô
0.022
0.010
0.016
0.018
0.015
0.018
0.018
0.021
0.022
0.027
0.027
0.021
0.022
0.021
0.021
s"(2.0)
0.015
0.018
0.017
0.014
0.018
0.009
0.023
$sisrniç þ¿t¿(t)
0.043
0 079
0.039
0.073
0.036
0.036
0.066
0.075
0.088
0.20
0.036
0 050
0.052
0.071
0.038
0.093
0.081
0.049
0.095
0.099
0.12
0.076
0.078
0.11
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28
-29
-26
-26
-27
-26
-24
-24
-25
45
55
25
210
Beauport
Bedford
Beloeil
Brome
I
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N
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29
-27
-25
120
Granby
30
-Jt
-28
Gracefield
175
95
Gatineau
30
55
-¿o
26
24
-26
_?^
30
_tq
-34
-28
2S
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28
29
29
30
28
30
30
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545
110
-26
-¿o
-26
85
-24
-J4
-32
120
60
-27
-25
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Dolbeau
Deux-Montagnes
o
o
a.
ù
=
a.
I
a
o
o
-25
-27
-25
10
Contrecoeur
o
5
120
-27
-25
295
Coaticook
¿
À¡
Cowansville
-26
-24
20
Chambly
Â¡
-30
-28
115
Campbell's Bay
30
-28
-26
30
-26
29
30
-24
130
Brossard
¿ó
-29
20
Baie-Salnt-Paul
lc
25
-29
-27
60
Baie-Comeau
29
30
-¿o
-25
29
-28
-26
245
Asbestos
90
28
-36
-34
295
Amos
Aylmer
28
30
-33
Dry
-Jt
-27
1%"c
-24
2.5o/o
Wet
July 2.5'k
110
o(
m
January
Alma
Acton-Vale
Province and Locatìon
Elev.,
Design Temperature
Buckingham
o
o
It
o
(o
o
o
23
23
¿ó
20
19
¿ó
23
¿ó
23
¿ó
23
¿¿
23
¿ó
¿ó
23
23
23
22
21
19
23
zz
21
¿¿
23
60
4500
5080
4600
5500
7600
4950
4500
4700
6250
4440
4540
4500
4750
4450
4900
4880
4420
4730
4500
4420
5100
5280
6020
4520
4800
61
5800
4620
23
¿ó
¿ó
19
17
¿,J
¿J
¿¿
¿¿
23
23
20
23
23
¿J
¿ô
¿ó
23
23
23
20
't8
'1ô
¿,5
¿ó
20
20
21
mm
Rain
Below
18"C
Min.
't5
DegreeDays
102
96
91
118
BO
9ô
96
107
91
96
91
102
940
700
790
7ô0
580
720
910
870
670
820
940
810
860
850
9l
96
700
810
800
990
840
880
980
730
680
730
870
670
700
860
mm
Ann.
Rain,
96
91
91
96
91
91
107
102
91
96
91
91
107
mm
Rain,
1/50,
One
Day
050
000
100
950
1175
104
950
1
925
085
092
0.96
089
900
160
140
160
300
140
100
180
04
04
04
26
¿ó
0.6
0.4
04
0.4
25
43
4.6
2.5
2.2
0.4
0.29
04
027
025
032
0.37
UJU
0.25
0.29
0.27
0.27
0.32
0.4
0.33
04
2.8
¿.,5
0.27
0.6
2.3
2.5
180
086
0.4
a-ó
U.J
tu/Ò
050
0.31
0.4
26
3.5
098
1
025
0.4
2.6
031
04
2.4
2.4
140
1.01
0.29
04
0.33
0.29
04
2.4
2.5
0.32
0.33
06
0.4
0.37
039
0 047
0.13
0.12
024
035
032
041
0.48
0.39
0.32
037
028
024
042
031
063
057
0.17
0.10
U.JU
0.19
0.095
0.63
028
0.46
0.54
0.25
0.35
0.12
0.21
0.32
0.35
0.12
013
0.14
0.080
0.063
0.13
0.13
1
0.1
0.31
0.14
0.047
0.13
0.31
0.22
0.041
0.040
0.042
0.04ô
0.031
0.023
0.045
-J
028
019
ìt
tr
o
l¡
032
ltt
Þ
lt
o
I
D
È
È
o
e
ì¡
x
0.061
0.036
0.32
0.28
0.13
0 039
0.043
0.32
0.20
0.32
0.20
0.32
0.048
0.040
0.038
1
0.64
0.42
041
0.045
013
0.1
0.32
0.046
0.14
032
0.33
0.15
0.047
0 039
0.32
0.047
0.14
0.12
0.13
0.28
030
1.2
039
0.32
0 043
016
0.12
0.053
0.49
0.052
0.046
0.13
0.055
0.023
0.039
0.31
0.18
PGA
0.047
0.040
s.(2.0)
0.14
0.16
0.37
0.ô2
0.41
0.31
0.63
0.25
0.30
0.31
0.63
063
031
0.23
0.31
0.28
0.33
11
036
0.64
0.38
0.62
056
0.56
2.1
0.60
0.43
0.35
0.40
0.32
0.40
0.42
0.37
0.37
0.41
0.42
048
0.50
0.14
0.41
032
0.31
0.12
022
0.35
0.35
0.27
0.63
0.068
0.12
014
0.12
s.(1.0)
0.17
0.24
s"(o 5)
0.32
0.25
u.b
0.4
0.4
0.6
0.3
0.35
040
s.(0.2)
0.28
0.27
04
0.35
1/s0
Seismic Data(1)
0.56
0.27
1110
04
S
Pressures, kPa
Hourly Wind
2.1
3.4
J-¿
4.3
2.5
¿-ó
J.¿
J.J
2.3
S.
Snow Load,
kPa, 1/50
160
160
180
160
160
140
160
180
160
180
160
200
'180
220
160
160
100
160
180
sures, Pa,
1t5
900
1025
1150
1
Driving
Rain Wind
Pres-
0.85
0.92
1.04
0.94
100
'1060
000
850
0.83
1
990
0.94
0.96
1025
090
1240
109
025
260
200
000
1
1
1
1
000
095
noo
1.09
0.89
1
900
084
0.96
1
050
920
950
1
mm
Ppn
Tot.
0.98
0.85
0.86
0.97
Mo¡st.
lndex
Ann
Þ
(ô
ù
o
I
o
lh
29
29
-28
-30
-26
-26
-28
-28
-28
-25
-¿o
-JJ
215
325
180
Magog
Malartic
Manlwaki
Masson
Matane
Beaconsfield
Montréal Region
Montmagny
Mont-Laurier
MontJoli
-26
-24
25
10
225
-24
-25
-26
-28
'Ð¿
-26
-24
R
-29
-28
-26
50
90
29
30
28
29
26
24
30
29
-ô¿
-30
29
29
28
29
27
29
¿ó
28
-36
Louiseville
15
100
Loretteville
-29
30
155
65
-26
Léry
Lennoxville
Lachute
-29
-27
420
Lac-Mégantic
-32
-30
165
La-Tuque
-28
-26
25
La-Malbaie
-26
-24
55
La Pocatière
25
-38
24
29
21
29
30
30
¿¿
19
-36
20
Kuujjuarapik
-28
"c
Dry
-(,
17
17
23
15
23
23
23
f8
'16
23
22
¿¿
21
20
¿J
22
21
23
23
22
23
¿¿
)a
22
22
21
¿¿
Wet
July 2.5ok
-39
-26
-38
-26
-24
-36
-28
-26
.29
-29
1%'C
-25
-24
-27
"c
2.50/.
January
Design Temperature
-c¿
25
45
Kuujjuaq
Joliette
\)
o
I
35
lberville
lnukjuak
65
75
30
m
Elev,
Hull
Hemmingford
Havre-St-Pierre
Hanington-Harbour
õ
\)
o
{o
À)
a
D)
¡
o
À¡
o
o
a.
a
o
o
a.
ù
ç
!¡
I
=.
o
¿
Àr
00
50
60
80
4M0
5090
5320
5370
551 0
461 0
5280
6200
4730
4900
5200
4420
4700
4640
51
5500
5400
51
7990
8550
4720
9150
4450
4550
4380
61
61
18"C
Below
Days
Degree-
¿J
20
24
18
18
23
23
20
23
20
20
23
¿ó
23
23
18
18
12
o
21
9
',1
23
¿J
15
'15
Rain
mm
Min.
't5
91
102
102
91
91
91
96
86
96
102
102
91
96
96
91
96
102
102
80
54
102
54
9l
91
91
96
96
780
880
790
610
640
790
700
640
860
800
980
800
850
910
790
720
640
675
410
280
790
270
880
/JU
770
780
900
mm
mm
Rain,
1/50,
Ann.
Rain,
One
Day
18
0.89
1.01
0.93
084
0.88
0.92
086
0.82
0.99
0.93
1.09
0.91
098
1.04
0.94
0.87
0.82
0.85
085
0.80
0.93
0.88
0.99
084
0.89
105
'1
lndex
Moist.
150
025
420
010
100
075
090
000
950
1
1
920
'1050
975
900
900
112s
1025
1225
950
1
1
1025
930
900
965
610
525
'1000
1
900
1
1125
1
Ppn.,
mm
Tot.
Ann.
180
180
160
220
220
160
100
100
160
160
200
180
160
160
160
160
180
180
180
260
160
240
160
160
160
300
300
115
sures, Pa,
Pres-
Bain Wind
Driving
0.4
0.6
,o
¿-J
0.4
0.4
0.4
0.4
04
0.3
0.4
04
0.6
0.4
0.6
04
0.6
0.4
0.6
0.6
U.J
0.2
0.4
0.2
0.4
0.4
0.4
06
06
S,
¿.o
4.0
3.7
¿.+
2.4
3.3
¿.J
2.9
3.7
2.3
2.0
2.4
3.2
3.4
3.1
3.2
/F
48
3.1
44
2.2
2.4
2.4
4.1
4.9
S,
Snow Load,
kPa. f/50
0.33
0.36
0.23
0.40
0.47
0.31
0.24
0.25
0.27
0.33
0.32
0.33
0.25
0.31
0.27
0.27
0.37
0.39
0.43
0.47
0.28
0.47
0.32
0.32
031
048
056
1110
0.42
0.47
0.30
0.52
0.60
0.40
0.3r
0.32
0.35
0.43
0.41
0.42
0.32
0.40
0.35
035
0.48
0.50
055
0.60
036
0.60
0.41
0.41
040
063
072
l/50
Hourly Wind
Pressures, kPa
0.64
0.73
0.61
0.57
0.60
0.62
0.ô1
0.21
0.36
0.59
0.58
0.65
0.36
0.57
0.39
0.32
2.3
2.0
0.095
0.095
059
0.095
0.62
0.64
0.64
028
011
s.(0.2)
0.32
041
0.29
0.35
0.37
0.31
029
014
0.22
0.30
0.32
0.31
0.22
0.29
0.24
0.22
11
1.0
0.057
0.063
0.30
0.057
030
0.31
0.31
0.17
0.079
s"(0.5)
1
0. 14
0.19
0.14
0.17
0. 16
0.14
0.13
0.076
0.11
0.13
0.15
0.14
0.1
0.14
0.12
0.12
053
0.46
0.026
0.043
0.13
0.028
013
0.14
0. 14
0.077
0.051
0.046
0.042
0.026
0.038
0.045
0 052
0.048
0.038
0.044
0.040
0.041
0.16
0.14
0.008
0.015
0.045
0.009
0.046
0.046
0.047
0.029
0.0.18
s"(2.0)
0.048
0.062
0.042
0.053
0.052
þ¿f¿(t)
s"(1.0)
gsis¡is
0.33
0.34
0.33
0.30
0.39
0.31
0.33
0 073
0.14
0.31
0.31
0.33
0.14
0.30
0.19
011
1.2
1.1
0.036
0.036
0.31
0.036
0.32
0.32
0.33
0.15
0 03ô
PGA
ì¡
ì¡
o
I
o
Þ
È
È
o
I
sx
tr
¿
ro
tr
\
30
30
30
30
30
-26
-26
-26
-26
-zò
-24
-23
-24
-¿J
-¿,5
20
105
25
15
45
Montréal-Nord
Outremont
Pienefonds
St-Lambert
St-Laurent
-36
-33
-21
305
Ã
Noranda
N
o
c¡
a
Â¡
N
o
o
õ
A¡
o
a)
o
o
a.
o
È
a
a
o
o
5
q¡
-25
-27
-25
150
Richmond
30
¿o
-28
-25
115
Ste-Foy
Rimouski
28
-28
-25
10
Sillery
¿o
¿J
28
-28
-25
120
Québec
28
28
-28
-¿o
23
25
29
29
-25
-25
-36
E
35
-30
-28
20
-38
-28
-26
145
-26
25
50
Lévis
Ancienne-Lorette
Québec City
Region
Puvirnituq
Port-Cartier
Plessisvìlle
o
0¡
Pincourt
Percé
-24
29
-41
-39
545
Nitchequon
25
23
-28
-25
15
N¡colet (Gentilly)
-24
30
-26
-¿ð
20
Verdun
29
29
-26
-24
de-Bellevue
35
Sle-Anne-
30
-26
-23
25
30
29
"c
"c
30
Wet
Dry
-26
-26
-24
-23
-26
1o/o"C
-24
2.5o/o
January
July 25%
Design Temperature
Montréal-Est
Hall)
20
35
Laval
Montréal (City
25
m
Elev.,
Dorval
¿
o
o
(,
Þ
N
q:
o
20
22
¿ó
zó
22
22
23
16
19
23
¿ó
19
21
19
23
¿Ð
23
23
¿ó
aó
23
¿J
23
¿3
23
23
00
00
30
00
5300
4700
51
5070
5080
5050
51
9200
6060
51
4480
5400
6050
81
4900
4200
4460
4270
4400
4430
4300
4470
4470
4200
4500
4400
18"c
Below
DegreeDays
18
¿J
20
20
20
20
20
7
15
21
23
16
¿U
15
20
23
23
23
23
23
¿ó
¿J
¿ó
23
23
23
Rain,
mm
Min.
15
91
96
107
107
107
107
102
54
106
107
96
107
91
70
107
91
96
96
96
96
96
96
96
96
9ô
91
mm
1/s0,
Bain,
One
Day
000
640
870
940
930
925
025
1025
960
O.BB
1.18
0.82
0.84
0.98
1.06
1.05
1.04
1.04
1.06
0.87
300
125
150
Driving
890
'1060
1200
200
160
'180
200
200
1210
1200
160
200
240
300
180
180
300
100
140
160
180
180
160
160
180
180
160
180
180
160
180
1/5
sures, Pa,
Rain Wind
Pres-
1200
1200
37s
1
1
oÃ^
1
875
825
0.99
920
050
950
1
089
730
940
025
960
1
1
1.00
210
025
025
025
1025
1
1
1
940
0.98
0.88
0.89
0.89
0.91
0.90
0.91
0.93
0.93
0.93
0.93
0.85
Ppn.
lndex
mm
Tot.
Ann
l\'loist.
890
780
1
ô50
500
860
780
780
790
810
800
820
830
830
830
830
760
Rain,
mm
Ann.
0.6
04
38
0.6
040
0.25
0.32
V.J¿
0.32
06
0.6
0.32
035
058
052
0.55
0.55
0.55
0.55
057
0.32
0.41
0.41
0.41
0.41
0.41
0.ô0
047
0.32
0.42
054
0.42
0.19
0.40
0.42
0.15
0.18
0.048
0.047
0 048
0.14
0.14
032
0.22
0.32
016
0.12
0.15
0.15
0.32
0 053
0.039
0 052
0.052
0.052
031
0.13
0.30
0.29
0.30
0.29
0.053
0.15
0.15
0.30
0.099
0.052
0 013
0.049
021
019
0.33
0 052
0.066
0.036
015
0.041
0.043
0.11
0.13
0.048
0.030
0.14
0.078
0.015
0.040
0.023
0.045
013
0.069
0.33
0.048
0.31
0.33
0.048
0.33
033
0.33
0.33
0.33
0.32
0.33
0.32
0.33
PGA
0.14
0. 14
0.048
0.14
0.048
0.047
0.048
0.048
0.048
s.(2.0)
0.14
0.14
0.14
0.14
0.14
0.14
s"(1.0)
Seismic Data(l)
0.32
0,32
0.31
0.091
026
025
0.32
0.12
019
0.65
0.058
0 095
0.35
0.27
0.33
0.72
0.35
027
0.56
0.37
0.29
059
042
029
0.31
0.64
0.42
0.32
0.64
0.31
0.31
042
0.33
0.33
0.33
0.42
033
0.64
0.64
0.42
U.JJ
0.31
0.31
0.64
0.64
031
UJI
0.31
0.31
0.31
s"(0.5)
0.64
0.64
0.64
0.64
0.64
s"(0.2)
0.42
0.42
0.42
0.42
0.42
0.42
0.42
'tlso
0.33
0.6
0.6
0.2
0.4
0.6
0.4
0.6
2.2
3.7
3.1
3.6
3.4
4.5
4.1
2.8
23
3.8
0.3
ó.¿
0.4
2.8
0.3
0.4
25
3.5
0.4
0.4
0.4
0.4
0.33
033
04
0.4
033
04
033
04
033
033
04
04
1110
Pressures, kPa
Hourly Wind
s
2.3
2.5
2.5
2.4
2.8
2.6
2.7
2.6
2.6
2.4
ss
Snow Load,
kPa, 1/50
tr
a
l¡
o
lr
o
I
tr
l¡
o
D
È
È
o
a
e
ì¡
x
G)
G¡
ù
o
o
ah
ù
N
o
I
o
õ
o
\¡
a
ô¡
!¡
o
Âr
o
a
I
a
o
o
a
o
ù
!¡
I
o
è
ô¡
95
230
SlJovite
35
St-Jérome
SlHyacinthe
310
25
SlHubert
SaintHubert-deBivière-du-Loup
35
St-Georges-de-Cacouna
105
-29
-26
-24
-26
-31
-28
-¿o
-26
-24
-34
-32
SIFélicien
-27
-27
-25
-25
-30
-28
185
Sherbrooke
10
-JU
-27
170
Shawville
Sorel
-29
-26
28
29
30
26
30
26
28
29
29
30
29
24
-J¡
-29
bU
29
-36
-34
Shawinigan
24
-39
5
29
-37
29
29
¿ó
28
28
28
29
29
29
28
26
-25
-26
-27
-32
-32
-33
-Ð¿
-36
-26
"c
Dry
21
¿J
¿J
21
21
23
¿J
21
23
21
22
23
23
¿Õ
¿J
18
21
16
23
23
23
¿¿
22
21
22
Wet
July 2.5'/"
-23
-24
-25
-30
-Jt
-30
-óó
-24
-27
-25
-27
"c
-33
10/"
-31
-25
2.5%
January
Design Temperature
Sept-lles
310
Senneterre
50
Salaberry-de-Valleyfìeld
550
35
SainlJean-sur-Richelieu
Schefferville
35
140
SainlEustache
lKenooamiì
Saguenay
135
R
Saguenay
(Bagotville)
Saguenay
(Jonquière)
10
300
Saguenay
Rouyn
25
160
Rock-lsland
Rosemère
100
55
m
Roberval
Rivière-du-Loup
Elev.
5250
4820
4500
5520
4490
5400
5850
4550
4700
4880
5050
6200
6180
8550
4400
4450
4500
5650
5650
5700
5700
6050
4550
4850
5750
5380
18"C
Below
Days
Degree15
23
¿Ð
21
n
¿J
'18
¿¿
20
¿J
23
22
15
13
23
23
18
18
18
18
20
¿,5
23
¿¿
1B
mm
Min.
Rain
96
96
91
91
91
91
91
102
96
96
102
106
91
64
96
91
96
86
86
86
86
91
96
91
91
91
mm
1/50,
One
Day
Hain,
810
830
840
740
820
660
570
800
900
670
820
760
740
410
760
880
820
690
710
690
710
650
840
900
590
660
mm
Ann.
Rain,
099
097
0.95
0.90
0.92
0.85
0.76
0.93
1.03
0.79
0.96
1.01
0.91
0.81
0.87
099
0.92
0.86
0.87
0.86
0.88
0-82
0.97
1.03
0.77
0.84
lndex
Moist
050
100
025
030
1025
1
1
1025
1020
925
900
975
1
880
1050
1125
925
800
900
1010
1025
925
925
925
975
900
1
1125
910
900
mm
Ppn.,
Tot.
Ann.
160
160
160
180
180
180
140
180
160
160
180
300
100
180
180
180
160
160
160
1ô0
140
100
160
160
140
180
115
sures, Pa,
Rain Wind
Pres-
Driving
I
28
27
¿-J
4.4
2.5
3.2
3.5
2.8
¿.¿
2.8
3.1
4.1
J.J
4.5
2.3
2.2
2.4
3.'l
3.1
2.4
2.5
J.
2.6
2.0
2E
s.
04
04
0.4
0.6
0.4
0.6
U.J
0.4
0.6
0.4
0.4
0.4
0.3
0.3
0.4
0.4
0.4
0.4
0.4
0.4
0.4
0.3
0.4
0.4
0.3
0.6
e
kPa,1/50
Snow Load,
025
029
0.27
0.31
0.33
0.39
0.27
0.33
0.25
0.27
0.27
042
0.25
0.33
0.33
0.32
0.29
0.27
0.27
0.29
0.28
0.27
0.31
0.27
0.27
0.39
1110
U.JJ
0.37
0.35
0.40
042
0.50
035
0.43
0.32
0.35
0.35
0.54
0.32
0.42
0.42
0.41
037
035
035
0.38
0.36
035
0.40
0.35
0.35
0.50
1/50
Hourly Wind
Pressures, kPa
06t
059
0.55
0.61
0.64
0.80
032
0.61
0.35
0.63
0.55
0.30
0.20
0.095
0.64
0.63
064
058
0.58
0.59
058
0.19
0.64
0.42
0.41
1.0
s"(0.2)
I
0.30
0.30
0.28
0.36
0.31
u.4b
0.21
0.30
0.22
030
0.28
0.22
0. 13
0.057
0.31
0.31
0.31
0.32
0.32
034
0.32
0.12
u.ó
0.25
0.24
0.56
s"(0.s)
1
014
013
0.13
017
0.14
0.21
0.1
0.13
0.11
013
0.12
0.098
0 079
0.035
0.14
0.13
0.14
015
0.15
0.16
0.15
0.070
0.14
01t
0.12
0.24
s.(1.0)
0.025
0.014
0.047
0.046
0 047
0.051
0.052
0.053
0 052
0.024
0.047
0.039
0.042
0.080
s"(2.0)
0.043
0.045
0.043
0.058
0 047
0.068
0.039
0.04ô
0.038
0.045
0.043
0.037
Seismic Data(i)
I
IJ
0.32
0.30
0.28
0.24
0.33
0.39
U.
0.32
0.13
0.32
0.29
0.12
0.065
0.036
0.33
032
032
U.J
0.31
0.31
0.31
0.066
0.32
0.19
0.22
0.49
PGA
o
x
e
l¡
D
È
È
o
¡
tr
¿
l¡
o
l¡
o
I
tr
l¡
29
30
óU
29
30
-¿o
-36
-26
-zÒ
-28
-34
-26
-25
-Jó
-24
-24
-26
50
25
310
15
15
125
200
120
Thurso
Trois-Rivières
Val-d'0r
Varennes
Verchères
Victoriaville
Ville-Marie
Wakefield
Campbellton
Edmundston
o
0)
N
o
c
\)
o
o
õ
0)
a-
Â¡
Moncton
20
Ã
115
Grand Falls
Miramichi
20
15
160
30
10
5
150
Gagetown
Fredericton
Bathurst
a.
o
o
Alma
New Brunswick
Windsor
Waterloo
205
29
-28
-26
330
Thettord Mines
-¿,5
-24
-24
-24
-27
-26
-¿ð
-21
-25
-25
-25
-26
-26
-27
-29
-¿ö
-26
-¿J
-27
-30
30
-28
-25
20
Tenebonne
-27
28
-32
.JU
240
Témiscaming
28
30
¿l
22
¿¿
28
22
¿¿
22
20
¿ó
23
¿ó
22
23
¿,7
¿J
21
23
23
22
23
22
21
23
22
23
22
Wet
5%
29
29
28
29
30
¿o
29
29
30
29
30
27
-28
-¿õ
65
Tadoussac
29
-27
-25
185
Sutton
28
-30
-28
360
28
-¿o
-25
65
St-Nicolas
Ste-Agathe-des-Monts
30
"c
Dry
-zó
1%'C
-24
"c
2.5'/o
January
Juy
60
m
Elev.,
Deslgn Temperature
St-Lazare-Hudson
o
o
(a
o
a
!)
o
q¡
=
ù
¡
o
(â
Þ
À
(ô
o
1
20
91
107
.J
0.91
630
780
4680
20
20
112
96
850
825
850
107
23
5300
4950
900
900
750
725
775
1175
930
112
112
91
107
106
144
96
20
¿¿
23
20
20
18
23
96
4460
4670
5320
5500
5020
4500
4700
23
91
¿J
4820
4650
96
23
980
0.80
850
102
21
000
025
020
450
075
1.02
050
1175
1
220
200
3.0
3.4
0.6
0.6
0.6
3.ô
160
1100
1.00
0.97
0.6
0.6
0.6
0.4
0.6
0.6
0.4
2.8
3.1
3.4
J.O
3.5
¿-ó
2.3
0.4
180
160
160
180
180
260
160
2.5
1125
1100
1
1
1
1
1
1250
0.39
0.50
041
025
0.34
0.38
038
029
032
0.30
0.33
0.46
0.37
0.34
0.24
035
0.37
0.40
0.38
0.38
0.45
0.48
0.48
0-32
0.3s
0.31
0.29
0.29
0.35
0.37
0.37
0.25
0.27
1
017
0.084
0.096
0.13
026
021
0.098
0.10
0.14
0.12
0.10
0.082
0.1
0.19
0.21
0.30
0.24
0.21
0.16
0.22
0.23
0 029
0.033
0.044
0 033
0.034
0.050
0.041
0.035
0.028
0.038
0.039
0.046
0.14
0.31
0.62
0.34
0.27
0.4
3.1
'160
160
020
0.12
0.13
0.027
0.083
0.16
0.27
0.40
0.31
0.4
z-J
120
0.14
0.19
0.20
015
0.18
0.18
0.19
0.19
0.12
0.12
0.14
I
0.18
0.04.1
0.12
023
0.39
u.ó
0.32
0.13
825
1
0.076
0.027
0 079
0.31
0.63
0.43
0.35
0.31
0.045
0.13
0.32
0.33
0.27
0.28
0.043
0.14
0.047
0.6
0.4
2.7
0.12
0.043
0.12
0.047
2.6
160
0.32
0.048
0..14
0.30
0.036
0.32
0.1ô
030
030
032
PGA
0..13
0.31
0.64
040
0.31
180
000
0.4
2.6
100
'I
1
160
1.04
1-02
0.94
0.93
0.94
1.32
1.04
1.08
0.97
0.94
810
96
ló
0.94
96
810
0.14
0.22
0.32
0.25
0.3
3.4
100
925
'1000
0.83
640
0.30
0.59
0.43
0.33
0.4
2.8
180
1
0.98
860
050
0.58
0.40
0.31
0.4
0.29
2.4
0.24
0.36
0.35
0.27
160
950
0.93
1
0.6
160
230
1.06
0.31
0.63
0.40
0.31
0.4
2.6
160
1025
0.93
0.11
026
0.5s
0.32
0.25
0.4
2.5
100
940
0.061
0.19
0.40
0.68
0.52
0.88
23
20
86
800
107
zz
20
830
96
23
9s0
730
1
0.40
0.4
3.4
180
000
0.88
700
96
96
0.039
012
0.23
0.39
0.4.1
0.32
0.4
2.4
r60
260
1
1.09
990
¿Õ
18
5550
4900
4450
4500
6180
4900
4820
51
4500
5020
5450
96
23
4600
0 043
0.14
029
0 051
0 048
s"(2.0)
056
035
027
0.4
3.4
140
1170
1.00
820
9ô
¿J
5390
0.14
s"(1.0)
0.15
031
s"(0.5)
Seismic Data(1)
031
055
200
200
1
101
890
¿-ó
042
s.(0.2)
UJJ
1/50
06
1110
3.5
S,
064
e
Pressures. kPa
Hourly Wind
042
1/5
sures, Pa,
kPa,1/50
Snow Load,
180
950
102
4990
Driving
Rain Wind
Pres-
033
mm
Ppn.
Tot.
Ann.
0.4
Moist
lndex
0.85
Ann.
Rain,
mm
20
1/50,
mm
Day
Rain,
One
750
23
Rain
mm
Min.
15
96
4520
8"C
Days
Below
Degree-
tr
o
-¿
l¡
tt
lr
Þ
lr
o
sx
Þ
È
È
o
J-
(o
(t¡
o
tr
o
ltS.
Þ
N
o
c
\)
o
o
5
a
ù
0)
10
5
5
25
Lockeport
Louisburg
Lunenburg
40
25
Pictou
Port Hawkesbury
20
North Sydney
30
20
Liverpool
New Glasgow
25
55
Halifax
Kentville
10
28
35
45
E
Dartmouth
Halifax Region
(cFB)
Greenwood
Digby
Debert
Canso
.10
Antigonish
Bridgewater
25
60
17
19
16
.19
15
15
14
1ô
18
16
'16
1B
-19
-21
-19
-21
-17
27
27
27
26
26
-17
21
21
¿t
21
20
¿U
20
25
21
-16
28
-20
20
20
20
26
-18
20
21
20
20
21
21
22
¿¿
21
20
20
20
21
22
22
Wet
-18
26
29
25
-18
-20
-17
27
-24
-21
.15
25
-15
27
-13
_1a
27
-15
-20
-17
30
28
28
25
25
25
¿t
29
27
"c
-24
-29
-26
-24
-24
-¿J
-24
-24
-26
1% "C
Dry
July 25%
-21
.26
-¿+
-22
Ã
20
-22
-21
-22
-22
-24
2.5o/o
January
Design Temperature
5
35
35
15
20
m
Elev,
Amherst
Nova Scotia
Woodstock
St. Stephen
Shippagan
Saint John
Saint George
Saint Andrews
¡
Sackville
o
Â¡
0romocto
o
o
a.
o
o
:
a.
(a
o
E
0¡
¡
o
¿
0¡
00
4500
431 0
4500
4320
4140
4530
4000
3990
4130
4000
41
4140
4020
4500
4400
4140
451 0
4500
491 0
4700
4930
4570
4680
4680
4590
4650
Below
18"C
Days
Degree-
15
15
15
16
15
'18
16
17
17
18
16
15
1B
15
16
15
18
¿¿
20
18
18
18
19
'18
22
Rain
mm
Min.
l5
112
l8
128
107
123
135
144
't
139
.150
118
150
144
118
130
'118
123
144
123
118
107
123
96
139
123
123
1
1
100
325
300
300
200
'1325
950
1
975
1
1
1250
1
950
1350
1250
925
1
000
325
300
100
9s0
1
1
000
875
1
800
100
000
000
975
1
1
1
900
mm
1/50,
mm
112
Rain,
Ann.
Rain,
One
Day
1
1.48
1.1
1.36
1.13
1.45
146
1.42
'1.48
'1.09
1.49
1.40
1.05
1.27
116
1.48
1.45
1.25
1.12
099
115
0.98
1.27
1.15
.t.15
114
102
Moist.
lndex
200
175
160
050
150
100
500
200
1450
1175
1475
1
1450
1500
'1450
1425
1200
1
1400
1
t¿tJ
1200
'1400
1475
1250
'I
1100
1
1
1425
1200
1
1
't1 10
mm
Ppn.,
Tot.
Ann.
260
260
300
260
260
300
280
280
260
280
280
280
260
240
260
260
240
220
160
180
260
260
220
220
220
160
sures, Pa,
1t5
Pres-
Driving
Rain Wind
2.1
2.2
2.4
2.2
1.9
2.1
1.4
17
2.4
1.9
1.6
2.7
2.2
2.1
1.7
1.9
2.1
¿-+
31
25
5-4
2.3
2.3
2.3
2.5
30
e
0.6
0.6
0.6
0.6
0.6
0.7
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
0.6
06
06
0.6
0.6
0.6
0.ô
06
06
S
kPa,1/50
Snow Load,
0
0.57
0.43
0.46
0.43
0.48
0.50
0.47
0.48
0.42
0.4s
0.45
0.42
0.43
0.37
0.48
0.43
0.42
0.37
029
033
0.48
0.41
0.35
0.35
0.38
030
1/1
0.74
0.55
0.59
055
0.61
0.65
0.60
0.61
0.54
0.58
0.58
0.54
0.55
0.48
0.61
0.55
0.54
0.48
037
042
0.63
0.53
0.45
0.45
0.49
0.39
1/50
Wind
Pressures, kPa
Houly
0.21
0.17
0.19
0.18
0.23
0.22
0.25
0.24
0.23
023
023
023
023
0.21
0.23
0.23
0.19
0.21
035
062
0.29
0.29
0.58
0.66
0.22
031
s"(0.2)
0.13
0.12
0.12
0.12
0..15
0.14
0.15
0.15
0.14
015
015
0.14
0.14
0.14
0. 15
0.15
0.13
0. 14
022
029
0.18
0.18
0.27
0.30
0.15
020
s"(0 5)
0.080
0.073
0.075
0.075
0.085
0.082
0.088
0 087
0.080
0.085
0.085
0.081
0.081
0.078
0.085
0.084
0.078
0.076
012
012
0.090
0.093
0.12
0.13
0.079
010
s"(1.0)
0.024
0.025
0.028
0.026
0.028
0.028
0.027
0.027
0.027
0.027
0.027
0.026
0.027
0.027
0.025
0.026
0.039
0.039
0.031
0.031
0.040
0.039
0 027
0.034
s.(2 0)
0.026
0.024
Se¡smic Data(1)
0.076
0.053
0.067
0.057
0.086
0.081
0 095
0.090
0.087
0.086
0.086
0.088
0.087
0.080
0.091
0.084
0.068
0.085
020
033
017
0.15
0.30
0.3s
0.11
017
PGA
lt
o
I
D
È
È
o
e
l¡
x
tr
-
o
I
Þ
\
ìttt
N
3
o
c
o
o
õ
N
!¡
a.
Â¡
¡
o
qr
o
a¡
o
o
a
o
a.
ù
c
¡
È
o
o)
=
tr
I
o
s.
1À
Þ
Iu)qt
Dry
-19
-23
-22
-21
-16
l6
-20
-20
-19
-14
5
25
25
35
10
Tatamagouche
Truro
Woltuille
Yarmouth
-21
-22
-22
-19
-20
-20
5
10
10
Souris
Summerside
Tignish
-11
5
5
Cape Race
ChanneFPort aux
Basques
10
65
St. John's
550
15
60
St. Anthony
Labrador City
Bay
Happy
Valley-Goose
Grand Falls
5
-27
-16
-15
-38
-32
-29
-15
-25
-36
-31
-26
-14
24
?2
24
27
27
20
27
-20
-18
125
Gander
Grand Bank
26
-18
-16
35
19
19
-13
-15
26
27
24
Corner Brook
-13
-29
5
-27
-24
255
Buchans
Cape Hanison
-16
-14
15
Bonavista
21
27
27
27
26
-31
-14
-12
15
Argentia
Newfoundland
-22
-20
5
Charlottetown
Prince Edward lsland
22
28
27
27
27
27
-22
-20
25
Stewiacke
Sydney
27
"c
-¿,5
1Io'C
"c
Wet
21
20
18
17
19
20
18
10
m
4800
6440
7710
6670
5020
4550
51
4760
5000
4900
6900
5250
5000
't8
13
15
18
15
15
18
13
13
18
10
13
18
15
16
4n0
4600
tÒ
15
16
19
17
18
18
15
18
18
4600
4550
4460
3990
4140
4500
4380
4530
4400
4540
18"C
Min.
Days
Below
Rain,
mm
15
Degree-
20
18
18
16
20
19
18
21
21
21
21
19
21
21
21
21
21
July 2.5%
-20
oc
2.5Io
January
185
m
Springhill
Elev.,
Design Temperature
118
86
70
80
86
123
91
91
123
130
106
107
96
107
96
112
112
107
'135
118
118
118
123
128
118
mm
1/50,
Day
Rain,
One
000
.16
1
1200
800
500
575
n5
141
107
082
083
0.97
1.58
1.01
n5
1350
1.08
875
1.43
1.66
1425
1175
0.94
1.04
1.1
1.47
1.01
1.03
1.14
1.09
1.32
1.13
1
1.05
1.36
1.20
122
lndex
Moist,
475
850
825
1250
800
825
950
900
1125
975
1
875
1200
1050
1075
Rain,
mm
Ann.
Driving
150
1575
1280
880
960
1030
1525
'1180
1190
1520
1550
950
1125
1010
1400
1100
1060
1130
1
400
450
140
160
2&
400
280
300
450
400
29
51
43
53
3.4
2.4
3.7
3.7
3.0
07
06
03
04
0.6
0.7
0.6
0.6
0.7
060
067
031
033
0.47
0.57
0.47
0.43
0.60
078
087
040
042
0.60
0.74
0.60
0.55
0.78
1.05
081
0.7
2.3
0.60
047
0.60
0.84
065
047
0.6
0.75
058
0.4
4.7
200
0.6
0.7
0.6
0.17
0.14
0.095
0.13
0.13
0.19
0.14
0.12
0.14
0.20
022
0.13
0.16
0.12
0.10
0.076
0.091
0.093
0.13
0.10
0.087
0.10
0.14
0.17
0.090
0.11
0.12
0.13
0.19
0.17
0.12
0.'t7
0.66
0.51
0.60
0.47
0.6
o.ó
2.8
400
3.2
3.1
0.11
0.14
0.58
0.45
0.11
0.14
0.14
0.14
0.12
0.13
0.14
0.14
sa(0.5)
0.15
0.6
0.43
0.56
2.7
0.22
054
0.42
0.22
0.21
048
0.37
056
0.18
055
0.43
0.19
0.21
050
059
0.21
sa(o.2)
048
1/50
0.43
0.6
0.6
0.6
0.6
0.6
2.4
350
0.39
0.ô
0.46
037
06
0.6
1/1
0
Pressures, kPa
Hourly Wind
s,
2.7
1.8
400
350
350
350
350
280
260
1175
1260
2.0
24r
1175
2.4
2.2
260
1150
1.8
31
S,
Snow Load,
kPa, 1/50
2.3
240
220
115
sures, Pa,
Rain Wind
Pres-
300
't475
1250
1175
mm
Ppn.,
Ann.
Tot.
0.050
0.055
0.026
0.027
0.074
0.076
0.065
0.048
0.057
0.061
0.079
0.065
0.056
0.064
0.084
0.025
0.022
0.019
0.020
0.020
0.025
0.022
0.019
0.022
0.027
0.027
0.020
0.058
0.082
0.056
0.024
0.072
0.057
0.048
0.036
0.045
0.045
0.063
0.047
0.043
0.048
0.071
0.079
0.044
0.060
0.024
0.074
0.077
0.044
0.023
0.067
0.082
0.088
0.076
0.056
0.070
0.085
0.085
PGA
0.049
0.027
0.026
0.026
0.025
0.024
0.027
0.026
sa(2.0)
0.024
0.070
0.083
0.080
0.079
0.073
0.077
0.081
0.077
sa(1.0)
Seismic Dala(1)
tr
o
I
-
Ir
tt,
l¡
tr
l¡
o
x
S
D
È
È
o
¡
q)
o
E
I
o
aÀ
Þ
N
3
o
c
N
a
o
5
a
ù
25
48
43
46
41
685
655
Watson Lake
Whitehoræ
Norman Wells
Mould Bay
65
5
43
-45
45
10
Holman^Jlukhaqtuuq
46
41
-39
45
Hay River
43
41
-38
205
Fort Smith
44
27
43
41
120
Fort Simpson
45
28
42
44
40
42
160
Fort Besolution
lnuvik
28
43
40
150
Fort Providence
28
11
26
18
26
28
26
46
44
25
28
22
Fort McPherson
44
42
-45
195
26
-43
Port
100
/
Fort Good Hope
Radium
Echo Bay
Aklavik
44
26
44
42
595
690
Snag
Teslin
42
23
-53
-51
5
24
-47
45
600
Haines Junction
Northwest Tenitories
25
47
46
670
Faro
24
23
45
26
23
24
24
19
18
18
17
18
16
17
15
16
15
16
14
16
14
16
15
17
20
17
19
50
18
8510
9600
12900
I
10700
7550
7300
7660
7750
7620
91
8700
9300
9600
6580
o
3
6
ó
10
10
12
10
l0
60
33
49
44
60
ô5
76
60
71
50
60
I
6
60
49
43
54
38
59
51
8
6
8
10
10
6n0
8
33
49
I
10
49
10
8
7470
70
112
70
102
mm
Rain,
1/50,
Day
One
I ß
15
18
15
14
mm
Rain,
Min.
15
8300
7100
7300
7800
B',t20
7500
7710
4750
7790
4850
Below
18"C
Days
Degree-
17
12
18
19
"c
"c
24
Wet
Dry
24
July 2.5%
-ß
-51
46
-38
-17
-50
44
-36
-15
-37
-18
-16
-35
1o/o'C
2.5%
oc
January
815
330
920
550
75
425
25
m
Elev.
Design Temperature
Destruction Bay
Dawson
Aishihik
Yukon
Wabush
Wabana
¡È
Twin Falls
o
s
Stephenville
o
a
o
o
a
o
q
f
a
c
¡s
o
¿
s
165
25
115
80
200
250
25
't75
210
145
140
160
115
170
250
200
290
'145
215
190
200
190
500
1125
500
1000
Rain,
mm
Ann.
0.57
0.94
0.67
0.93
0.62
0.56
0.56
0.61
0.56
0.67
0.60
0.70
0.67
0.49
0.55
0.51
0.57
0.56
0.58
0.62
0.57
0.57
082
134
085
119
lndex
Moist.
500
320
100
425
250
150
350
3ô0
300
350
315
280
250
250
275
410
340
350
315
315
300
350
275
880
1
950
1275
Ppn.,
mm
Tot.
Ann.
80
t40
60
120
140
80
80
140
100
60
80
80
60
40
60
40
40
180
40
80
40
40
140
400
120
350
115
sures, Pa,
Pres-
Rain Wind
Driving
2.7
1.5
2.3
2.1
2.4
2.3
2.3
2.3
2.4
2.3
2.9
3.0
23
1.8
3.1
2.9
2.2
2.2
2.3
1.6
2.7
1.9
43
30
46
35
s.
0.1
0.1
0.1
0.1
0.1
0.2
0.1
0.1
0.1
0.1
0.1
0.1
0.'1
0.1
0.1
0.1
0.1
0.1
0.1
0,1
0.1
0.1
03
07
04
06
s,
Snow Load,
kPa, 1/50
0.34
0.45
0.37
0.66
0.27
0.30
0.30
0.30
0.27
0.31
0,34
0.41
0.37
0.29
0.27
0.26
0.24
0.26
0.27
0.47
0.24
0.29
0.31
0.58
0.31
045
1110
0.44
0.58
0.48
0.86
0.35
0.39
0.39
0.39
0.35
0.40
0.M
0.53
0.48
0.38
0.35
0.34
0.31
0.34
0.35
0.60
0.31
0.38
040
075
040
058
1/50
Pressures, kPa
Hourly Wind
051
032
010
0.095
0.095
0.095
0.11
0.095
0.095
0.44
0.15
0.095
0.18
0.n
0.45
0.19
0.61
0.72
0.21
0.73
0.54
0.27
0.095
0.17
0.095
012
s.(0.2)
0.31
0.16
0.069
0.057
0.057
0.057
0.080
0.057
0.057
0.27
0.10
0.057
0.12
0.15
0.26
0.11
0.40
0.47
0.13
0.49
0.34
0.20
0.0n
0.12
0.068
0 091
s"(o.s)
0.16
0.084
0.041
0.027
0.026
0.026
0,M7
0.026
0.026
0.13
0.059
0.026
0.060
0.10
0.12
0.0ô5
0.22
0.27
0.067
0.27
0.17
0.13
0.048
0.075
0.040
0.058
sa(1.0)
0.009
0.008
0.008
0.029
0.008
0.011
0.078
0.036
0.009
0.035
0.060
0.067
0.041
0.12
0.15
0.040
0.15
0.094
0.076
0.019
0.025
0.016
0.020
sa(2.0)
0.086
0.024
0.026
seismic Data(r)
0.24
0.16
0.060
0.036
0.036
0.036
0.059
0.036
0.036
0.21
0.080
0.036
0.11
0.11
0.22
0.099
0.28
0.33
0.11
0.33
0.25
0.14
0 036
0 056
0 036
0 043
PGA
o
D
È
È
o
-e
l¡
x
tr
t
o
I
Þ
ìt
ì¡
o
l¡
/
Eskimo
lsland
N
o
cì
N
a
a
õ
s
È
¡
o
o
o
o
a.
o
o
1
25
44
41
160
5
25
10
30
'10
45
5
15
10
5
10
15
5
-32
42
-41
-37
-46
-40
47
41
41
40
40
-41
-42
-40
-34
43
-42
-39
-48
-41
48
42
-43
-42
-41
12
11
21
16
12
17
12
20
23
14
20
18
23
-44
-44
22
14
-41
44
42
15
5
44
43
5
13
28
-M
42
80
340
26
25
-51
Dry
oc
49
f/"'C
Wei
oc
July 2.5%
-44
2.5%
oc
January
Design Temperature
42
'160
m
Elev,
metropolitan areas.
Notes to Table C-2:
Resolution lsland
Resolute
(Kangiqiniq)
Rankin lnlet
Nottingham
:
(a
lsachsen
lqaluit
Eureka
Coral Harbour
/Salliq
(Kugluktuk)
Coppermine
Clyde River
/Kanngiqtugaapik
lnleUlgluligaarjuk
Chestelield
Cambridge
Rav/lnah rktuuttiao
Baker Lake
Point
Arviat
Arc'tic Bay
Alert
Nunavut
Yellowknife
Wrigley
ïunçten
Rae-Edzo
Province and Localion
ù
a
!¡
o
5
¿
0¡
:r
o
5
È
.D
Þ
o
ò
a
10
I
15
13
o
12
I
14
16
10
14
13
15
16
10
I
17
18
16
17
0500
0300
1
1
1
1
9000
2360
0500
0000
3600
9980
13500
10720
1
11300
1
11670
10700
9850
11900
13030
8170
8050
7700
8300
5
J
5
5
3
5
3
5
6
5
5
4
5
I
3
3
10
10
10
10
mm
Rain,
Below
18"c
15
Min.
DegreeDays
71
27
65
54
27
58
27
65
65
M
60
38
55
65
38
22
60
54
44
60
mm
Rain,
1/50,
One
Day
240
50
180
175
25
200
25
150
140
55
175
70
160
225
60
20
175
220
315
175
Rain,
mm
Ann.
0.89
0.93
0.87
0.88
0.95
0.86
0.95
0.87
0.84
0.90
0.88
0.89
0.84
0.85
0.90
550
140
250
325
75
433
70
280
150
225
270
140
260
300
150
150
275
058
0.95
350
640
075
058
275
Ppn.,
mm
lndex
059
Tot.
Moist.
Ann.
200
180
240
200
140
200
100
200
80
220
24i
100
180
240
160
100
52
17
30
45
16
29
1.6
3.8
2.6
3.5
3.0
1.6
2.9
2.9
2.1
1.6
2.2
'100
0.2
0.1
0.2
0.2
0.1
0.2
0.1
0.2
0.1
0.2
0.2
01
02
0.95
0.54
0.47
0.60
0.47
0.45
0.43
0.54
0.36
0.56
0.43
0.42
0.42
0.45
0.43
01
02
0.58
0.36
01
01
0.30
0t
43
01
034
01
23
2.8
036
s,
1n0
1.23
0.69
0.60
0.78
0.60
0.58
0.55
0.69
0.46
0.72
0.56
0.54
0.54
0.58
0.55
0.75
047
039
044
047
1/50
Pressures, kPa
Houly Wind
s.
kPa,1/50
Snow Load,
80
40
80
115
sures, Pa,
Pres-
Rain Wind
Driving
0.40
0.30
0.095
0.20
0.36
0.12
0.29
0.20
0.095
0.49
0.14
0.095
0.095
0.095
0.16
0.095
0.095
0.51
0.51
0.095
s"(0.2)
0.21
0.15
0.057
0.r 0
0.21
0.093
0.13
0.10
0.057
0.32
0.0n
0.057
0.057
0.11
0.083
0.031
0.054
0.10
0.059
0.071
0.056
0.026
0.18
0.0M
0.026
0.027
0.026
0.081
0.12
0.057
0.027
0.026
0.15
0.16
0.026
s"(1.0)
0.057
0.057
0.31
0.31
0.057
s.(0.5)
gsis¡i¿ þ¿l¿(t)
0 033
0 025
0 009
0.015
0.034
0.020
0.022
0.01s
0.008
0.058
0.012
0.008
0.008
0.008
0.028
0.009
0.008
0.082
0.087
0.008
s"(2.0)
0.20
0.15
0.036
0.10
0.15
0.036
0.15
0.10
0.036
0.24
0.048
0.036
0.036
0.036
0.053
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Fox Blocks ICF Canadian Engineering Specifications

Transcription

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