Building Permit Guidelines - Accessory Buildings Documents/Accy...9. plywood sheathing shall be installed with the surface grain at a right angle to the studs & / or rafters. 10. lintels
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Revised November 2019 Building Permit Guidelines - Accessory Buildings Date ________________________________ Staff Initials _______ Description Required Submission Status Comments Zoning Certificate Nottawasaga Valley Conservation Authority (NVCA) Lake Simcoe Conservation Authority (LSRCA) If applicable Applicable Law Ministry of Transportation (MTO) If applicable Building Permit Application Forms Schedule 1: Designer Information Small Buildings Foundation Plan Refer to Guide Floor Plan Refer to Guide Exterior Elevations Refer to Guide Roof Framing Plan If applicable Plans Cross Section Refer to Guide Engineered Truss Layout If applicable Engineered Floor Layout If applicable Engineered Beam Layout If applicable Engineered Products ICF – Insulated Concrete Forms CCMC approval & manufacturer’s details If applicable Letter of Agent When application not signed by owner Septic or Septic Verification Permit Fee (Cash, Cheque or Debit ONLY) As per Fee By-law calculated at submission Misc. Engineered Lot Grading $1000.00 Refer to the Home Owner’s Guide for further details Be advised that additional information may be required following a full review of your permit application package. Permit Fee required at time of submission See Electronic Submission Guidelines for the required documentation to accompany the application form
Permit Fee (Cash, Cheque or Debit ONLY) As per Fee By-law
calculated at submission
Mis
c.
Engineered Lot Grading $1000.00
Refer to the Home Owner’s Guide for further details Be advised that additional information may be required following a full review of your
permit application package. Permit Fee required at time of submission
See Electronic Submission Guidelines for the required documentation to accompany the application form
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ALL SPANS & SIZES WITHIN THE TABLES ARE BASED OFF OF SPRUCE NO. 1 & NO. 2 GRADE LUMBER
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SEE DRAWING A-2
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SEE DRAWING A-3
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Page 1
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DRAWING A-1
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FRAMING NOTES: 1. ALL NAILS SHALL BE LONG ENOUGH SO THAT NOT LESS THAN HALF THEIR REQUIRED LENGTH PENETRATES INTO THE SECOND MEMBER. 2. WHERE SILL PLATES PROVIDE BEARING FOR THE FLOOR SYSTEM THEY SHALL NOT BE LESS THAN 2 X (WIDTH OF THE WALL). 3. THE SIZE OF THE HEADER JOISTS EXCEEDING 3.2m (10'-6") SHALL BE DETERMINED BY CALCULATIONS. 4. STUDS ARE TO BE FASTENED TO THE TOP & BOTTOM PLATES AS PER TABLE 9.23.3.4 IN OBC. 5. ALL LUMBER TO BE NO.1 & 2 SPRUCE OR BETTER, ALL PLYWOOD SHALL BE STAMPED EXTERIOR GRADE. 6. WALL STUDS SHALL BE CONTINUOUS FOR THE FULL STOREY HEIGHT EXCEPT AT OPENINGS. 7. TOP PLATES IN LOAD BEARING WALLS TO BE LAPPED OR SUITABLY TIED AT INTERSECTING CORNERS. 8. COLLAR TIES MORE THAN 2.4m LONG SHALL BE LATERALLY SUPPORTED NEAR THEIR CENTERS BY NOT LESS THAN 2"X4" CONTINUOUS MEMBERS AT RIGHT ANGLES TO THE COLLAR TIES. 9. PLYWOOD SHEATHING SHALL BE INSTALLED WITH THE SURFACE GRAIN AT A RIGHT ANGLE TO THE STUDS & / OR RAFTERS. 10. LINTELS & BEAMS TO BE DESIGNED BY A QUALIFIED PERSON FOR SPANS GREATER THAN 4.9m 11. ROOF SHEATHING SHALL BE MIN. 9.5mm PLYWOOD, PROVIDE 'H' CLIPS IF RAFTERS OR JOISTS ARE SPACED GREATER THAN 400mm O.C.
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Page 2
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ENGINEERED TRUSS TYPE & DIRECTION
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Door / Window Size ________ Lintel Size ___ Ply ___ x ____
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Door / Window Size ________ Lintel Size ___ Ply ___ x ____
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Door / Window Size ________ Lintel Size ___ Ply ___ x ____
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Door / Window Size ________ Lintel Size ___ Ply ___ x ____
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COLLAR TIE & CEILING JOIST SIZE & DIRECTION
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EXTERIOR LIGHT
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INTERIOR CEILING LIGHT (OPTIONAL)
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DRAWING A-2
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DRAWING A-3
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Page 3
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TYPICAL GARAGE DOOR FRAMING
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(in OBC)
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(in OBC)
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(in OBC)
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Dimension
Footing Size
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4" MIN.
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4" MIN.
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(Sized by Designer)
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(Sized by Designer)
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Min. 4" Poured concrete slab with 32 MPa after 28 days, min. 4" compacted granular fill (Garage Only)
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Concrete block (Sized by Designer as per OBC) OR Poured concrete foundation (Sized by Designer as per OBC)
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Indicate Footing & Foundation Wall Sizes on Drawing A-1
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If Masonry Veneer, Design as per OBC
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Wood sill plate fastened to foundation wall with min. 1/2" diameter anchor bolts embedded min. 4" in concrete at 7'- 10" o.c. max. and provide sill gasket between sill plate and the foundation wall.
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Poured concrete footing to bear on undisturbed soil minimum 4' below grade
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GENERAL NOTES: 1. ROOF LOAD DESIGN SHALL BE 2.O kPa 2. ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL 3. IF GARAGE IS LESS THAN 600mm TO THE PROPERTY LINE PROVIDE 15.9mm TYPE 'X' DRYWALL INTERIOR SHEATHING. NO WINDOWS ARE PERMITTED IN GARAGE WALLS LESS THAN 1200mm FROM THE PROPERTY LINE. 4. FOR ONE STOREY WOOD FRAME DETACHED GARAGE LESS THAN 55m/ sq., AN ALTERNATE FOOTING MAY BE USED (SEE DRAWING A-2) 5. GARAGE SLAB SHALL BE SLOPED TO DRAIN TO THE OUTSIDE 6. PROVIDE A LIGHT FIXTURE IN THE GARAGE 7. STEEL BEAMS TO BE SUPPORTED BY SOLID MASONRY (190mm BEARING ON MASONRY OR 73mm DIA. STEEL COLUMN) 8. ALL CONSTRUCTION TO MEET OR EXCEED THE REQUIREMENTS OF THE 2012 ONTARIO BUILDING CODE & SUPPLEMENTAL STANDARDS. 9. ALL WORK WEATHER DETAILED ON PLANS OR NOT IS SUBJECT TO THE FEILD APPROVAL OF THE BUILDING INSPECTOR, & SHALL MEET THE STANDARDS OF THE ONTARIO BUILDING CODE
