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The City of London has made a strong commitment to promoting development. To reinforce this commitment, the Building Division is available to provide assistance to the construction industry by identifying the various Provincial and Municipal requirements that affect or impact the processing of building permit applications. The municipal building permit process is a public service to ensure
that construction and use of buildings meet the standards established by
both Provincial and Municipal levels of government, primarily to ensure
public safety and well-being. Note: The following information is provided as a guideline to understanding the building permit approval process. It is not intended to be a complete list of the requirements for securing a building permit. Please be advised that these requirements are subject to change without notice. |
Building Permit |
The building permit process is administered by the Building
Division with the assistance of other departments. Permits are issued
where submissions conform with the Ontario Building Code, and other
applicable laws regulating construction and land use.
The Building Division uses a one permit system. A permit includes all architectural/structural work, plumbing, water, and heating, ventilating and air-conditioning work. The application is initially reviewed by the zoning section to ensure that the design complies with the Zoning By-law for issues such as lot coverage, setbacks, building height, etc. The application is then reviewed by an Architectural Plans Examiner who co-ordinates the structural and mechanical review as well as approvals from Environmental Services Department and any other required external agencies. |
Administration and |
A building permit administration/co-ordination service, including information, is provided by the Building Division at our front counter. We can provide guidance and direction on the requirements for permits, information to be submitted with applications, and advise on the need for approvals and clearances from other Provincial and Municipal departments and agencies. |
Zoning Plans |
Drawings are reviewed to verify conformance to the Zoning By-laws and Site Plan Control Agreements in the case of "0" lot line development. |
Subdivision |
To establish if there are additional conditions affecting
your project we recommend that you contact the developer and obtain the
applicable agreement(s) for review. Conditions that may apply could
include:
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Conservation |
Approval may be required from the Kettle Creek Conservation Authority (KCCA), Lower Thames Valley Conservation Authority (LTVCA) or the Upper Thames River Conservation Authority (UTRCA) if the property is located in a flood plain, in a designated flood control area or if a septic tank system is required. A copy of the approval documents from the appropriate conservation authority must be submitted to the Building Division prior to the issuance of the permit. |
Architectural/Structural |
Drawings are reviewed to verify compliance with health and life safety provisions of the Ontario Building Code and other referenced standards and legislation. |
Heating, Ventilating |
Drawings are reviewed to verify compliance with heating, ventilating and air-conditioning (HVAC) requirements of the Ontario Building Code and other referenced standards and legislation. |
Zoning |
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Drawing |
The lot grading drawings (see Appendix "A") are normally
used to determine compliance with the applicable zoning by-law. They are
to include the following information:
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Lot
Grading |
At the time of application for a building permit, the
Building Division requires three (3) copies of the
lot grading plan and lot grading
certificate with the original seal and signature on each as
indicated in the requirements below. This is to ensure that the proposed
development will not adversely affect the existing grading and drainage
patterns on adjacent properties.
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Architectural/Structural Plan Examination
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Drawings |
Provide two (2) complete sets of
dimensioned architectural and structural workings
drawings. Architectural and structural working drawings can be
combined and information for both included on the same set of drawings.
See Appendix "A" for sample drawings. | ||
Presentation |
Drawings are to be to scale and all text and
dimensions are to be legible.
We would suggest that hand prepared drawings be a minimum 1/4" = 1'-0" scale and alternatively computer generated drawings at a minimum 1/8" = 1'-0" scale. Drawings must include the following information: Architectural working drawings *
Structural working drawings *
Include all "shop drawings" details, and specifications with your submission. These may include specifications for prefabricated fireplaces and stoves, designs for beams, prefabricated roof and floor truss system design and layout plans (see section following). *Architectural and structural information may be on the same set of drawings. | ||
Structural |
Some drawings, details and documents will require
certification by a Registered Professional Engineer, such as:
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Prefabricated Roof & Floor Truss Systems | |||
Ensure the following information is indicated on the roof
and floor truss layout plan submitted for building permits.
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Heating, Ventilating And Air-Conditioning Plan Examination (HVAC) | |||
Drawings |
Provide two(2) complete sets of
dimensioned HVAC drawings and accompanying information. | ||
Presentation |
Drawings are to be to scale and all text to be
legible.
HVAC information submitted for review must include the following information:
Note: If the heating system proposed is other than forced air (ie. hot water, combo hot water units, electric baseboard), the drawings must indicate location and capacity of all heating units and any interconnecting piping. In the case of combo heating units, an additional form, "Equipment Selection Summary", is required to be submitted. This form can be obtained by contacting a mechanical plans examiner at 661-2485. The Ontario Building Code requires that a ventilation system be installed in every new dwelling to help prevent the accumulation of excess humidity and air contaminants within the dwelling unit. Acceptable systems range from properly selected exhaust fans accompanied by a method of introducing replacement air, to devices known as heat recovery ventilators which help to reduce energy costs. Some systems operate as "stand alone" systems while others may be integrated with the building heating system. | ||
Types of |
Note: At the end of this guide (Appendix B) you will find a copy of a CHECKLIST which indicates items required to be shown on your drawings. Ensure that all required items are addressed on your drawings prior to submission. |
How To Apply |
A completed application form for a building permit is
required and must be accompanied by:
Note: Each application is assigned an application number. All correspondence and inquiries regarding applications should reference the application number. Note: You are also required to submit a completed copy of the "CHECKLIST FOR BUILDING PERMIT APPLICATIONS" which is an acknowledgement by the applicant that all the required information necessary to process the application has been submitted. A copy of this form is reproduced at the back of this guide (Appendix D) for your reference. |
Completing the |
The following information is necessary to complete an
application for a Building Permit:
See Appendix "C" for a sample copy of a completed application form. |
Repeats |
Applications for constructing the same house for which a
building permit has previously been granted in another location can be
expedited. These applications should refer to the application number
assigned to the originally approved permit and have the word "REPEAT"
written in the description area of the application form. It is important
to remember that the house model being repeated be EXACTLY the same as the
original. On repeat plans ensure that previous corrections and notes made
by the Building Division are incorporated in the drawings.
Note: Models affected by Building Code amendments cannot be repeated. |
Building Permit |
The applicant is required to pay the full permit fee as defined in the building permits by-law at the time of application. The permit fee is based on the construction value which is reviewed by a Plans Examiner for reasonableness. Any adjustment may result in additional permit fees which are required to be paid prior to permit issuance. |
The Approval |
Most applications for single detached and semi detached housing take approximately two weeks to go through the approval process. |
"Fast Track" |
For applications that are not subject to Site Plan Approval, the Building Division offers an alternative to the usual approval process. For an additional 50% increase in the permit fee, applications may be "fast tracked" and approved within three working days from the time of application. This option is conditional on staff resources. Any construction commenced without a permit prior to 14 days from the date of application is subject to a penalty charge of double permit fees as specified in the Building Permits By-law. |
Delays |
When plans submitted are incomplete or incorrect, this will delay the issuance of the permit and the Building Division can not provide inspections until the problems are resolved and the permit is issued. |
Required |
Several mandatory inspections are required during
construction to ensure that all work is done according to the permit
drawings and the Ontario Building Code. The following is a list of
required inspections for a typical single detached house :
* HVAC and Plumbing rough in inspections may be completed prior to requesting structural framing inspection. ** Structural Framing Inspection must be completed prior to requesting an Insulation, Vapour Barrier and Air Barrier inspection. It is your responsibility to ensure that either you or your contractor contacts the Building Division to request an inspection at least 24 hours before work proceeds from one inspection stage to the next. The division maintains a computerized inspection request system which records all inspection requests and provides a verification number for the caller. When the building permit is issued, a list of required inspections for your project will be provided. Calling for these inspections will ensure that your project proceeds as approved. Failure to have inspections performed may result in having to uncover and expose work for inspection.
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appendix "A"sample drawings | ||||||||
Basement Floor Plan |
1st Floor Plan |
2nd Floor Plan |
Builder's Note |
Front Elevation | ||||
Rear Elevation |
Left Side Elevation |
Right Side Elevation |
Typical Wall Section |
Site Plan |
room and space dimensions |
reference |
a. Ceiling heights | 9.5.3.1 & Table 9.5.2.1. |
b. Room areas | 9.5.4. to 9.5.8. |
c. Hallway width | 9.5.9.1. |
doors, windows & skylights |
reference |
a. Required doors and sizes | |
b. Required doors provided | 9.6.2.1. |
c. Doorway sizes | 9.6.3.1.& Table 9.6.3.1. |
d. Exterior doors and entry | |
e. Insulated type exterior doors | 9.6.5.3. |
f. Resistance to forced entry, doors & door viewer | 9.6.8. |
g. Windows, glazing and skylights | |
h. Resistance to forced entry | 9.7.6. |
i. Min. window glass area | 9.7.1.2. &Table 9.7.1.2. |
j. Openable window on floor level containing bedrooms 0.35 m2 & openable | 9.7.1.3 |
k. Window air infiltration & rating | 9.7.1.7. |
l. Glazing thermal resistance ™ .30 m2 Degrees C/W | 9.25.1.2. |
m. Skylights glass/plastic | 9.7.7. & CAN/CGSB-63.14-M |
n. Natural ventilation interior rooms | 9.32.2.1. & Table 9.32.2.1. |
stairs, guards & handrails |
reference |
a. Stair dimensions and headroom | |
b. Uniform treads and risers | 9.8.2.1. |
c. Stair dimensions - rise, run, tread width | 9.8.3.1. |
d. Interior stairway width | 9.8.3.3. |
e. Headroom clearance | 9.8.3.4. |
f. Landings | |
g. Landing dimensions for int. and ext. stairs | 9.8.4.1. |
h. Door swings toward stairs - landing | 9.8.4.2. |
i. Vertical height between landing —3.7m | 9.8.4.3. |
j. Ramps | |
k. Ramp max. 1:10 slope | 9.8.6.2. |
l. Level area of ramp at door or stairway | 9.8.6.3. |
m. Handrails and guards | |
n. Handrail on interior stairs ™ 2 risers | 9.8.7.1.(2) |
o. Handrail on exterior stairs ™ 3 risers | 9.8.7.1.(2)-(3) |
p. Handrail height between 800 mm to 920 mm | 9.8.7.4. |
q. Guards at exterior stair ™ 6 risers & 600 mm | 9.8.8.1.(2) |
r. Guards at interior stair except basement ™ 2 risers | 9.8.8.1.(3) |
s. Guards 900 mm where difference in elevation landing, porch —1.8m within a dwelling unit | 9.8.8.2(2) |
t. Balcony guard min. 1070 mm where elevation ™ 1.8m | 9.8.8.2. |
u. Guards for ramps & floors in garages | 9.8.8.3. |
v. Guard spacing max. 100 mm opening | 9.8.8.4. |
w. Guard designed to prevent climbing between 100mm & 900mm | 9.8.8.5. |
means of egress |
reference |
a. Exits and egress from dwellings | |
b. Use of exits & purpose of exits | 9.9.2.5.&6. |
c. Stair treads at right angles to direction of exit travel | 9.9.2.8 |
fire protection & sound control |
reference |
a. Spatial separation and exterior walls | |
b. Percentage of unprotected opening permitted in exterior walls | 9.10.14.1 & Table 9.10.14.1 or 3.2.3. |
c. F.R.R. of exterior wall construction | 9.10.14.11&9.10.14.12 & 9.10.14.14. |
d. Combustible or non-combustible cladding permitted | 9.10.14.11&9.10.14.12 & 9.10.14.14. |
e. Protection of unprotected openings | 9.10.14.5. |
f. Fire resistance rating and fire separations | |
g. Party walls between dwelling units 1HF F.R.R. | 9.10.11.2 &Part 3& Sup Guidelines |
h. Firewall construction, height, F.R.R. | Part 3 |
i. Fire separation of residential occupancies | 9.10.9.11. & 9.10.9.14 |
j. Support of combustible construction on noncombustible fire separation, design to prevent collapse of F.S. | 9.10.9.8. |
k. Continuity of fire separation | 9.10.9.2. & 9.10.9.6. |
l.. Fire stopping, dampers, doors and closures (duplex) | |
m. Closures and protection of openings in fire separations | 9.10.13.1 & Table 9.10.13.1. |
n. Self-closing devices | 9.10.13.10. |
o. Glass block and wired glass areas, frame type | 9.10.13.5 to 9.10.13.8. |
p. Fire dampers and fire stop flaps, separation, location | 9.10.13.13 & 9.10.5.1.(4) |
q. Separation of service rooms and spaces | |
r. Separation of vertical service shaft | 3.5.3. |
s. Separation of horizontal service space | 9.10.9.10. |
t. Smoke alarms | 9.10.18 |
u. Airborne sound and service spaces | |
v. Airborne sound control between dwelling units | 9.11.2.1 & Sup Guidelines |
Footings & foundations |
reference |
a. Footings and foundation walls | |
b. Footing size & thickness | 9.15.3.3. to 9.15.3.8. & Table 9.15.3.3 |
c. Column footing size & thickness | 9.15.3. & Table 9.15.3.3. |
d. Step footing design max. 600 mm or 400 mm | 9.15.3.8. |
e. Foundation depth, frost cover | 9.12.2. & Table 9.12.2.2. |
f. Height above grade min. 150 mm | 9.15.4.3. |
g. Wall thickness for backfill height & lateral support | 9.15.4.1. & 9.15.4.1. |
h. Reinforcing of walls laterally unsupported | 9.15.4.2.(3) |
i. Anchor bolts size & spacing 12.7 mm @ 2.4 m. o.c. | 9.23.6.1. to 9.23.6.3. |
j. Reduced wall thickness not less than 90 mm if not ™ 350 mm | 9.15.4.4. |
k. Parging & cove for masonry foundation wall | 9.15.6.1. & 9.15.6.2. & 9.13.5.1.(1) |
l. Fill concrete block cores for provide wood plate | 9.15.5.1. |
m. Beam support on solid masonry | 9.15.5.2. |
n. Brick or concrete chimney design | 9.21.1.1. & 9.21.4.3. |
o. Slab-on-ground | 9.16. |
p. Concrete | 9.3.1. |
q. Waterproofing and Damproofing | |
r. Check hydrostatic pressure | 9.13.1.1. |
s. Damproofing under slab | 9.13.6. |
t. Basement floor drain & slope or slab | 9.31.4.4. & 9.16.3.3. |
u. Waterproofing of walls | 9.13.1.1. & 9.13.3.1 & 9.13.3.2. |
v. Damproofing of walls | 9.13.1.2. & 9.13.5.1. to 9.13.5.2. |
w. Wood frame foundations | 9.15.1.3. & CAN3-S406 |
x. Drainage | |
y. Footing drain and granular cover & location | 9.14.2.1. & 9.14.3.3. |
z. Surface drainage, slope from foundation, window wells | 9.14.6.1. & 9.14.6.3. |
aa. Driveway to garage catch basin required | 9.14.6.4. |
crawl & roof spaces |
reference |
a. Crawl Spaces | |
b. Crawl space access size 500mm x 700 mm | 9.18.2.1 |
c. Natural ventilation 0.1 m2/50 m2 & distribution | 9.18.3.1 to 9.18.3.5. |
d. Clearance in crawl space- services | 9.18.4.1. |
e. No water accumulation | 9.18.5.1. |
f. Ground cover for dampness | 9.18.6.1. |
g. Fsr in crawl spaces & plenum | 9.18.7.1. |
h. Roof Spaces | |
i. Roof vent areas & location, 1/150 area or attic @ 1/300 | 9.19.1.1. to 9.19.1.4. |
j. Cross purlins for cathedral ceiling- 63mm | 9.19.1.3. |
k. Upper portion of mansard ventilated | 9.19.1.4. |
l. Attic hatch size 500 mm x 700 mm | 9.19.2.1. |
framing & structural components |
reference |
a. Design loads and deflections | |
b. Design loads | 9.4.2. & 9.23.1.1. |
c. Maximum deflection | Table 9.4.3.1. |
d. Lumber grades and species | 9.3.2.2. & Table 9.3.2.1. |
e. Lintels, size and span | |
f. Masonry lintels, size & span | Tables 9.20.5.2.A. & 9.20.5.2.B. |
g. Wood lintels, size & span | 9.23.12.3 & Tables A-13 to A-20. |
h. Beam sizes, spans and bearings | |
i. Steel beams | Table 9.23.4.3. |
j. Wood beams | 9.23.8.(1)-(8) & Tables A-8 & A-9 |
k. Glu-lam floor beams (check BMEC rulings) | 9.23.4.2.(3) & Table A-11 |
l. Columns and masonry | |
m. Steel columns size & type | 9.17.3. |
n. Wood columns min. 140 x 140 mm or calculations | 9.17.4. |
o. Masonry/concrete columns | 9.17.5. & 9.17.6. |
p. Reinforced masonry for earthquake resistance | 9.20.15. & CAN3-A371 |
q. Roof and ceiling framing | |
r. Rafter/joist continuous & double at openings | 9.23.13.1 & 9.23.13.2. |
s. Ceiling joists size and spacing | Table A-3 |
t. Roof joists, span, spacing, bridging | 9.23.13.2. & Tables A-4 & A-5 |
u. Roof rafters, span & spacing | Table A-6 & A-7 |
v. Roof trusses, truss layout, bearing points | 9.23.13.11.(1)-(6) |
w. Truss drawings, qualified designer stamp required | 9.23.13.11.(2) |
x. Collar ties, dwarf walls and struts | 9.23.13.7. |
y. Ridge support (slope —4:12 or no wall ties) | 9.23.13.8. |
z. Roof sheathing | |
aa. Roof sheathing, thickness & type | 9.23.15. |
ab. Eave protection, type & location | 9.26.5.(1)-(2) |
ac. Floor joists framing and beams | |
ad. Floor joists, span & spacing | 9.23.4.1. & Tables A-1 to A-7 |
ae. Cantilevered floor joists | 9.23.9.9. |
af. Floor trusses, size & spacing, qualified designer detail | 9.4.1.1.(1)-(2) |
ag. Restraint of joist bottoms | 9.23.9.3. |
ah. Strapping, bridging for spans in Tables A1 & A2 | 9.23.9.4. |
ai. Framing around floor opening | 9.23.9.5 & 6. |
aj. Support of non-loadbearing partitions | 9.23.9.8.(1)-(3) |
ak. Support of loadbearing partitions | 9.23.9.8.(4)-(5) |
al. Subflooring, thickness, type | 9.23.14.1. to 9.23.14.6. |
am. Support of column and point loads | 9.17.1.1, 9.23.1.1. , 4.3.1. |
an. Walls and wall plates | |
ao. Wall stud size & spacing | 9.23.10.1 to 9.23.10.6 |
ap. Wall sheathing & bracing | 9.23.16.1. to 9.23.16.6. |
aq. Double top plates | 9.23.11.3. |
av. Sheathing paper | 9.23.17. |
insulation & vapour barriers |
reference |
a. Insulation | |
b. Areas to be insulated | 9.25.2.1. to 9.25.2.6. |
c. Insulation value R.S.I. | Table 9.25.2.1. |
d. Insulation materials & specifications | 9.25.2.3. |
e. Air barriers, Vapour barriers | |
f. Vapour barriers & air barriers | 9.25.3.& 4. |
g. Insulation 50mm above crawl space floor | 9.25.2.4.(4) |
h. Installation of air barrier systems | 9. 25.3.3 |
interior finishes |
reference |
a. Wall and ceiling finishes | |
b. Gypsum board finish | 9.29.5. |
c. Plastering | 9.29.4. |
d. Wood furring, size, spacing | 9.29.3.1. & Table 9.29.3.2. |
e. Plywood finish | 9.29.6. |
f. Waterproofing finish at tub & showers | 9.29.2. |
g. Gas proofing | 9.10.9.16 |
h. Flooring | |
i. Finished flooring required location & materials | 9.30.1. |
j. Panel type underlay where required | 9.30.2. |
k. Wood strip flooring min. thickness | 9.30.3. & Table 9.30.3.1 |
l. Ceramic tile | |
m. Panel underlay required/reinforcement of floor | 9.30.6.3. |
n. Reinforcement for mortar bed | 9.30.6.2. |
exterior finishes |
reference |
a. Masonry construction | |
b. Masonry veneer material specifications | 9.20.2. |
c. Thickness and height of ext. masonry veneer | 9.20.1.1. & 9.20.6.4. |
d. Masonry support on concrete, steel or masonry | 9.20.5.1. |
e. Lintel size for masonry veneer openings | Table 9.20.5.2.B. |
f. Veneer ties & spacing | 9.20.9.5. |
g. Weepholes | 9.20.13.8. |
h. Flashing at base, roofwall | 9.20.13. |
i. 1" air space | 9.20.6.4. |
j. Corbelling max.25mm; to max. 1/3 wall thickness | 9.20.12. |
k. Siding | |
l. clearance 200mm to ground 50 mm to roof to affected siding | 9.27.2.2. & 9.27.2.3. |
m. flashing at horizontal junctions & over wall openings | 9.27.3.2. |
n. lumber siding | 9.27.6. |
o. wood shingle siding | 9.27.7. |
p. plywood panels and siding | 9.27.9. |
q. hardboard siding | 9.27.10. |
r. wafer board siding | 9.27.11. |
s. vinyl & metal siding | 9.27.12 & 9.27.13 |
t. stucco | 9.28. |
u.. Roofing | |
v. Adequate roof protection | 9.26.1.1. & 9.26.1.2. |
w. Roof type adequate for roof slope | 9.26.3.1. & Table 9.26.3.1. |
x. Valley flashing | 9.26.4.2. |
y. Intersecting flashing at walls | 9.26.4.4. & 9.26.4.3. |
z. Flashing at chimneys or saddles | 9.26.4.7. & 9.26.4.5. |
aa. Eave protection for shingles & shakes | 9.26.5. |
ab. Asphalt shingles | 9.26.7. & 9.26.8. |
ac. Wood roof shingles | 9.26.9. |
ad. Hand split roof shakes | 9.26.10 |
ae. Built-up roofing | 9.26.11. |
plumbing & electrical facilities |
reference |
a. Plumbing Facilities | |
b. Potable water provided | 7.1.6.3. |
c. Required facilities, sink, lav., w.c., tub or shower | 9.31.3.2. & 9.31.4.1. |
d. Laundry space provided | 9.31.4.2. |
e. Floor drain in basement | 9.31.4.4. |
f. Hot water provided | 9.31.6.1. |
g. Sewage disposal | 7.1.6.1. |
h. Electrical Facilities | |
i. exterior lighting at entrance to dwelling | 9.34.2.1. |
j. stairway lighting | 9.34.2.3., 9.34.2.4.(2) |
k. lighting in garages & carports | 9.34.2.6. |
l. service entrance location & meter location | 9.34.4. |
chimneys & flues reference |
reference |
a. Chimneys | |
b. Reference standard - factory built chimney | 9.21.1.2. |
c. Reference Section 6.3 for venting gas Or oil burning appliances | 9.21.1.3.(1) |
d. Flues | |
e. Flue pipes serving solid fuel | 9.21.1.3.(2) |
f. Fireplace chimney flue limitation | 9.21.2.1. |
g. Connecting 2 appliances on one flue | 9.21.2.2.(2)-(4) |
h. Chimney flue sizes | 9.21.2.4. to 9.21.2.6. |
i. Metal flue liner material | 9.21.3.6.(1)-(2) |
heat loss/Gain calculations |
reference |
a. Heating required to maintain a minimum indoor air temperature of 22 degrees Centigrade. | 9.33.3.1.(1) |
b. Minimum outdoor design criteria | 9.33.3.2 |
c. Minimum temperature for unfinished basement | 9.33.3.1 |
d. Minimum temperature for crawl space required to be heated | 9.33.3.1 |
e. Maximum supply air outlet capacity | 6.2.4.4.(5) |
f. Heat from supply ducts clearance to combustible material | 6.2.4.10 |
h. Maximum supply air outlet temperature | 6.2.4.4.(8) |
i. Return-air design | 6.2.4.7.(1) |
j. Return-air shall not affect combustion air | 6.2.4.7.(9) |
k. Air change per hour per dwelling unit | 9.32.1.3. |
heating, ventilation & air Conditioning |
reference |
a. Ventilation | |
b. Minimum required mechanical ventilation | 9.32.3.1.(1)-(2) |
c. Air change per hour no openable windows | 9.32.3.2. |
d. Determination of ventilation design | 9.32.3.3.(1)-(2) |
e. Part 9 - Ventilation Design Requirements TYPE I, II or IV | |
f. Part 9 ventilation design requirements | 9.32.3.3.(2)-(3)-(4)-(5)-(6) |
g. Discharge to outdoors | 9.32.3.5.(1) |
h. Air intake openings/Air leakage | 9.32.3.3.(5) |
i. Special purpose exhaust equipment | 9.32.3.3.(6) |
j. Combusion and dilution-air | 9.32.3.4. |
k. Duct materials | 9.32.3.8. |
l. Part 6 - Ventilation Design Requirements TYPE III | |
m. Ducts serving a laundry | 6.2.3.10.(5) |
n. Ducts serving a toilet | 6.2.3.10.(6) |
o. Quantity of exhaust air for toilets | 6.2.3.10.(7) |
p. Ducts serving a kitchen | 6.2.3.10.(8) |
q. Interconnecting exhaust systems | 6.2.3.10.(9) |
r. Air from on dwelling unit to another | 6.2.3.11.(2) |
s. Make-up air for exhaust | 6.2.3.12. |
t. In-slab Ducts | |
u. Drainage of underground ducts | 6.2.3.7. |
v. Heat slabs-on-ground | 6.2.4.(6) |
w. Heating and Air Conditioning | |
x. Minimum one supply outlet per room | 6.2.4.4.(1) |
y. Minimum supply outlets in unfinished basements | 6.2.4.4.(4) |
z. Maximum supply air outlet capacity | 6.2.4.4.(5) |
aa. Cooling units combined with furnaces | 6.2.10.1.(1) |
ab. Access to ventilation equipment | 6.2.1.9.(1) |
ac. Air Duct Systems | |
ad. Construction materials | 6.2.3.2.(1)-(4) |
ae. Material subjected to moisture | 6.2.3.2.(5) |
af. Air ducts serving a garage (not permitted) | 6.2.3.10.(1) |
ag. Return Air Systems | |
ah. Location of return air inlets | 6.2.4.7.(11) |
ai. Recirculation of return air | 6.2.4.7.(12) |
aj. Radiators | |
ak. Piping materials | 6.2.9.1.(1) |
al. Expansion and contraction | 6.2.9.1.(2) |
am. Pipes in shafts | 6.2.9.6. |
solid fuel appliances |
reference |
a. Reference to installation standard | 9.33.1.2. CAN/CSA-B365-M |
Required Inspections |
Several mandatory inspections are required during
construction to ensure that all work is done according to the permit
drawings and the Ontario Building Code. The following is a list of
required inspections for a typical single detached house :
* HVAC and Plumbing rough in inspections may be completed prior to requesting structural framing inspection. ** Structural Framing Inspection must be completed prior to requesting an Insulation, Vapour Barrier and Air Barrier inspection. It is your responsibility to ensure that either you or your contractor contacts the Building Division to request an inspection at least 24 hours before work proceeds from one inspection stage to the next. The division maintains a computerized inspection request system which records all inspection requests and provides a verification number for the caller. When the building permit is issued, a list of required inspections for your project will be provided. Calling for these inspections will ensure that your project proceeds as approved. Failure to have inspections performed may result in having to uncover and expose work for inspection.
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