1
RANDAL BROWN & ASSOCIATES ENGINEERING LTD. CONSULTING ENGINEERS LIFE SAFETY & FIRE PROTECTION 105 6 LANSING SQUARE TORONTO,, ONTARIO DAVID JOHNSON, LEL, C.E.T., CFPS SENIOR PROJECT MANAGER ASSOCIATE 2
2006 ONTARIO BUILDING CODE 2-3
2012 OBC CodeNews Issue 210 The New 2012 Building Code Ontario has released a new Building Code. On November 2, 2012, Ontario Regulation 332/12 was filed to introduce the new Building Code. Most of the new Building Code will come into force on Jan. 1, 2014. However, certain requirements will come into force later on Jan. 1, 2015 and Jan. 1, 2017. The new Building Code substantially bt till improves energyefficiency requirements and makes Ontario one of the leading jurisdictions in North America for water conservation. Ontario Regulation 332/12 is available on Service Ontario s e Laws website. 4
OBC OBJECTIVES SAFETY HEALTH ACCESSIBILITY PROPERTY PROTECTION (FIRE, STRUCTURAL, WATER AND SEWAGE) RESOURCE CONSERVATION ENVIRONMENTAL INTEGRITY CONSERVATION OF BUILDINGS 2-5
SAFETY FIRE SAFETY STRUCTURAL SAFETY SAFETY IN USE RESISTANCE TO UNWANTED ENTRY 2-6
ACCESSIBILITY BARRIER FREE PATH OF TRAVEL & BARRIER FREE FACILITIES NOTE 2006 OBC MOST STRINGENT IN CANADA (EXCEEDS 2010 NBCC) PROPOSED ADDITIONAL SECTION 3.8 CODE CHANGES REVIEWED BY STAKEHOLDERS EARLIER THIS WEEK (MAY 2013) 2-7
OBC DIVISIONS DIVISION A APPLICATION, COMPLIANCE OBJECTIVES AND FUNCTIONAL STATEMENTS DIVISION B ACCEPTABLE SOLUTIONS DIVISION C ADMINISTRATIVE PROVISIONS 2-8
CODE NUMBERING DIVISION B PART 3. SECTION 3.1. SUBSECTION 312 3.1.2. ARTICLE 3.1.2.1. SENTENCE 3.1.2.1.(2) CLAUSE SUBCLAUSE 3121(2)(b) 3.1.2.1.(2)(b) 3.1.2.1.(2)(b)(ii) 2-9
2006 OBC DIVISION B THE CODE AS MOST COMMONLY APPLIED/USED ESTABLISHED PRESCRIPTIVE BASED FORMAT NOT UTILIZING EQUIVALENTS OR ALTERNATIVE SOLUTIONS (PERFORMANCE BASED) 2-10
PARTS TO DIVISION B 1 GENERAL 2 RESERVED (NOW IN DIVISION A AND C) 3 FIRE PROTECTION, OCCUPANT SAFETY AND ACCESSIBILITY 4 5 STRUCTURAL DESIGN ENVIRONMENTAL SEPARATION 6 HVAC 2-11
PARTS TO DIVISION B CONT D 7 PLUMBING 8 9 SEWAGE SYSTEMS HOUSING AND SMALL BUILDINGS 10 CHANGE OF USE 11 RENOVATION 12 RESOURCE CONSERVATION 2-12
WHAT IS A BUILDING? A STRUCTURE OCCUPYING AN AREA GREATER THAN 10 SQ. M., AND CONSISTS OF A WALL, ROOF AND FLOOR OR ANY ONE OF THEM OR A STRUCTURAL SYSTEM SERVING THE FUNCTION THEREOF BUILDING CODE ACT 2-13
WHAT DOES THE OBC APPLY TO? NEW BUILDINGS ADDITIONS EXTENSIONS RENOVATIONS 2-14
NEW BUILDINGS 2-15
BUILDING ADDITION 2-16
RENOVATIONS REPARTITIONING INTERIOR FINISH INSTALLING NEW EQUIPMENT THE WORK YOU ARE DOING AND THE MATERIAL BEING USED MUST MEET CODE AS IF IT WAS A NEW BUILDING 2-17
RENOVATIONS MUST NOT REDUCE PERFORMANCE LEVEL THE LEVEL OF SAFETY IN AN EXISTING BUILDING WILL NOT BE REDUCED BY ADDITIONS OR ALTERATIONS 2-18
EXISTING BUILDINGS OBC COMPLIANCE ONLY WHEN WORK IS DONE ON THEM CONTRACTUAL OR POLICY UPGRADING FIRE CODE ADDRESSES IMMINENT DANGER TO LIFE & RETROFIT FOR CERTAIN OCCUPANCIES 2-19
EXISTING BUILDING 2-20
TODAYS FORMAT WORK THROUGH COMPLETING AN OAA OBC MATRIX FOR A SIMPLE SAMPLE BUILDING OBC PART 3 OVERVIEW KEY PARTS NOTE: SOME WILL FIND THIS FAST PACED, OTHERS TOO GENERAL. BEAR WITH US PLEASE AS ONLY SO MUCH MATERIAL CAN BE RELAYED OVER THE COURSE OF AN AFTERNOON. 2-21
OAA MATRIX PART 3 2-22
SAMPLE (2 TENANT PROJECT) 2-23
SAMPLE PROJECT 2-24
IS IT: STEP 1 IDENTIFY THE SCOPE OF THE PROJECT NEW CONSTRUCTION: REQUIRED TO MEET REQUIREMENTS IN PART 3 OR 9 CHANGE IN USE REQUIRED TO ANALYSE UNDER PARTS 10 AND 11 (SEPARATE OAA MATRIX) ADDITION NEW CONSTRUCTION TO MEET PART 3 OR 9 EXISTING STRUCTURE TO BE ANALYSED UNDER PART 11 ALTERATION ANALYSE UNDER PART 11 [1.1.2.61 AND 1127] 1.1.2.7] 2-25
REFER TO OAA DATA MATRIX HERE 2-26
OCCUPANCY CLASSIFICATIONS GROUP A GROUP B GROUP C GROUP D GROUP E GROUP F ASSEMBLY CARE OR DETENTION RESIDENTIAL BUSINESS AND PERSONAL SERVICE MERCANTILE INDUSTRIAL 2-27
MAJOR OCCUPANCY 2-28
MAJOR OCCUPANCY 2-29
INDUSTRIAL OCCUPANCY 2-30
OFFICE BUILDINGS 2-31
MERCANTILE OCCUPANCY 2-32
EXAMPLES OF OCCUPANCY CLASSIFICATIONS SEE NOTE A 3.1.2.1.(1) IN APPENDIX A OF OBC NOTE: SEVERAL OCCUPANCY CLASSIFICATIONS ARE DIVIDED INTO DIVISIONS TO MORE CLEARLY ADDRESS THE: LIFE SAFETY RISK FIRE RISK 2-33
MAJOR OCCUPANCY CLASSIFICATION 2-34
A 3.1.2.1 EXAMPLES 2-35
A 3.1.2.1 (CONT D) 2-36
STEP 2 IDENTIFY THE MAJOR OCCUPANCY(IES) ON EACH FLOOR IN / OF THE BUILDING 2-37
DEFINITION OF MAJOR OCCUPANCY Major occupancy means the principal i occupancy for which a building or part thereof is used or intended to be used, and shall hllbe deemed dto include the subsidiary bidi occupancies which are an integral part of the principal occupancy. 1.4.1.2 2-38
KEY FACTORS IN DEFINITION OF MAJOR OCCUPANCY : PRINCIPAL OCCUPANCY WHAT IS THE MAIN OCCUPANCY IN THE BUILDING? WHAT IS THE REAL FUNCTION OF THIS BUILDING? MAJOR OCCUPANCY INCLUDES SUBSIDIARY OCCUPANCIES WHICH ARE AN INTEGRAL PART OF THE PRINCIPAL OCCUPANCY EXAMPLES: POOL IN A HOTEL CONFERENCE ROOM IN AN OFFICE TENANCY / OWNERSHIP / RIGHTS OF USAGE MAY BE AN ISSUE 2-39
WHY? PART 3 or 9 CONSTRUCTION REQUIREMENTS MATERIALS FIRE RESISTANCE RATINGS MAJOR OCCUPANCY FIRE SEPARATIONS SPATIAL SEPARATION REQUIREMENTS PUBLIC CORRIDOR FIRE SEPARATIONS CLASSIFICATION AS A HIGH BUILDING TRAVEL DISTANCE 2-40
PER FLOOR WHAT ARE MAJOR OCCUPANCY CLASSIFICATIONS THIS WILL AFFECT DETERMINATION OF CONSTRUCTION REQUIREMENTS PER BUILDING SEE OBC TABLE 3.1.2.1 ALSO REFERENCE EXAMPLES OF MAJOR OCCUPANCY CLASSIFICATIONS IN APPENDIX A 3.1.2.1.(1) 2-41
OAA DATA MATRIX 2-42
STEP 3 DETERMINE THE BUILDING AREA DEFINITION OF BUILDING AREA : Building area means the greatest horizontal area of a building above gradewithin the outside surface of exterior walls or within the outside surface of exterior wallsand and the centre lineoffirewalls firewalls. BUILDING AREA AFFECTS: CONSTRUCTION REQUIREMENTS 1.4.1.2 2-43
BUILDING AREA GREATEST HORIZONTAL AREA OF A BUILDING ABOVE GRADE WITHIN OUTSIDE SURFACE OF EXTERIOR WALLS WITHIN OUTSIDE SURFACE OF EXTERIOR WALLS AND CENTRE LINE OF FIREWALL 2-44
BUILDING AREA IS NOT: GROSS AREA LEASABLE AREA NET AREA FLOOR AREA MAY NOT BE THE GROUND FLOOR AREA! 2-45
BUILDING AREA EXAMPLE 2-46
ASSIGNMENT 3: DETERMINE BUILDING AREA OF SAMPLE BUILDING BUILDING AREA IS: INSERT INTO LINE 3 OF OAA MATRIX 2-47
OAA MATRIX 2-48
STEP 4: DETERMINE BUILDING HEIGHT NUMBER OF STOREYS A HEIGHT IN METERS TO TOP FLOOR TO TOP CEILING / ROOF USED IN DETERMINING CONSTRUCTION REQUIREMENTS IF IT IS A HIGH BUILDING (3.2.6) 2-49
BUILDING HEIGHT NEEDS GRADE Grade means the average level of proposed or finished ground adjoining a building at all exterior walls. FIRST STOREY FLOOR CLOSEST TO GRADE WITH CEILING MORE THAN 1.8 M ABOVE GRADE TWO CONDITIONS: FLOOR CLOSEST TO GRADE, AND CEILING MORE THAN 1.8 M ABOVE GRADE 2-50
BUILDING HEIGHT 2-51
STEP 5: NUMBER OF STREETS HOW MANY STREETS DOES YOUR BUILDING FACE? FOR THIS OBC REQUIREMENT, STREETS MUST MEET SPECIFIC REQUIREMENTS EVERY BUILDING IS REQUIRED TO FACE A STREET WHICH MEETS 3.2.5.5 3255AND 3256 3.2.5.6 3.2.2.10.(1) 2-52
WHAT CREATES A STREET FOR OBC PURPOSES AN ACCESS ROUTE WHICH MEETS 3.2.5 325 3.2.2.10.(2) NOT PERMITTED TO BE A STREET: TUNNELS BRIDGES ENCLOSED SPACES (EVEN IF USED FOR VEHICULAR OR PEDESTRIAN TRAFFIC 3.2.2.10.(5) 2-53
NUMBER OF STREETS AFFECTS: CONSTRUCTION REQUIREMENTS MORE IMPORTANT FOR NON SPRINKLERED PROJECTS AS LARGER BUILDING AREAS PERMITTED WHEN MULTIPLE STREETS 2-54
HOW MANY STREETS DEPENDS ON PERCENTAGEOF BUILDING PERIMETER ADJACENT TO A STREET 1 STREET: NO PERCENTAGE SPECIFIED 2 STREETS: 50% OF THE PERIMETER 3 STREETS: 75% OF THE PERIMETER 4 STREETS: NOT RECOGNIZED 3.2.2.10 2-55
WHAT ARE ACCESS ROUTE REQUIREMENTS IN 325? 3.2.5? MINIMUM WIDTH: 6 M MINIMUM DISTANCE FROM BUILDING FACE: 3 M TO NEAR CURB EDGE MAXIMUM DISTANCE FROM BUILDING FACE: 15 M TO NEAR CURB EDGE MAXIMUM GRADIENT: 1 IN 12.5 OVER 15 M MINIMUM CENTRELINE RADIUS: 12 M MINIMUM OVERHEAD CLEARANCE: 5 M 3.2.5.6 2-56
FIRE ACCESS ROUTES 2-57
ACCESS ROUTE REQUIRED TO MAIN ENTRANCE EACH BUILDING FACE WHICH HAS ACCESS OPENINGS (3.2.5.1 AND 3.2.5.2) NON SPRINKLERED BUILDINGS REVERSE REQUIREMENT: ACCESS OPENINGS ARE REQUIRED IN EACH BUILDING FACE WHICH IS REQUIRED TO FACE AN ACCESS ROUTE 2-58
OTHER ACCESS ROUTE REQUIREMENTS: BE DESIGNED TO SUPPORT LOAD OF FULL FIRE DEPARTMENT VEHICLE IF OVER 90 M IN LENGTH, HAVE A TURNAROUND FACILITY EXAMPLES: HAMMERHEAD CUL DE SAC 2-59
FIRE ROUTE CRITERIA FIRE DEPT. ACCESS ROUTE CRITERIA 3-15 m R=12m CENTER-L 6 m 2-60
WITH FIRE DEPT CONNECTION 45 m FH FIRE TRUCK 2-61
WITH NO F.D. CONNECTION 45 m 45 m FH FIRE TRUCK 2-62
FDC LOCATION 2-63
ACCESS ROUTE WITH NO ACCESS BETWEEN TENANTS TENANT XTENANT Y 45 m? 15 m? FIRE TRUCK FIRE ROUTE 2-64
OTHER ACCESS ROUTE REQUIREMENTS: IF A BUILDING HAS A SIAMESE CONNECTION, FIRE TRUCK CAN BE LOCATED ADJACENT TO A FIRE HYDRANT IF NO SIAMESE CONNECTION, 90 M FROM FIRE HYDRANT TO VEHICLE PLUS FROM VEHICLE TO THE BUILDING DISTANCE FROM FIRE TRUCK TO BUILDING: 45 M 3.2.5.5 2-65
FIRE HYDRANT LOCATION 90 M FROM HYDRANT TO PORTION OF BUILDING PERIMETER FACING A STREET DETERMINE ALL DISTANCES ALONG PATH OF TRAVEL 2-66
FIRE HYDRANTS 2-67
FIRE HYDRANTS 2-68
ACCESS ROUTE PLAN DIAGRAM 2-69
NOTES 2-70
STEP 6 WATER SUPPLY EVERY BUILDING IS REQUIRED TO BE PROVIDED WITH AN ADEQUATE WATER SUPPLY FOR FIRE FIGHTING 3.2.5.7.(1) 2-71
WATER SUPPLY 2-72
ELEVATED WATER TANK 73
DEPENDS ON WHAT IS ADEQUATE FOR FIRE FIGHTING? CONSTRUCTION EXPOSURE TO ADJACENT PROPERTIES OCCUPANCY TYPE FIRE DEPARTMENT RESPONSE FLOW AND VOLUME OF WATER SUPPLY 2-74
ADEQUATE WATER SUPPLY WHY ADDRESSED MAJOR COST ITEM MAY AFFECT LOCATION OF BUILDING ON SITE MAY AFFECT HOW ADDITION IS ADDRESSED FIREWALL WALKWAY CAN AFFECT SITE SELECTION WATER SUPPLY CAN AFFECT SIZE OF PERMITTED BUILDING 2-75
ASSIGNMENT 6 DETERMINE IF ADEQUATE? SEE CALCULATION PROCEDURE IN A 3.2.5.7 BASED ON FIRE UNDERWRITERS SURVEY AN INSURANCE CRITERIA FOR SAMPLE BUILDING, HAVE A MUNICIPAL WATER SUPPLY ASSUME THAT IT IS ADEQUATE. INSERT INTO LINE 11 OF OAA MATRIX 2-76
WATER SUPPLY 2-77
STEP 7 SPRINKLER PROTECTION DISCUSSION WHY ARE SPRINKLERS REQUIRED / PROVIDED? 2-78
SPRINKLER RISER 2-79
SPRINKLER PROTECTION DISCUSSION INCREASE PERMITTED BUILDING AREA FOR A GIVEN CONSTRUCTION TYPE REDUCE CONSTRUCTION REQUIREMENTS FOR A GIVEN BUILDING AREA SPATIAL SEPARATION INCREASES PERMITTED UNPROTECTED OPENINGS MAY ALSO REDUCE FIRE RESISTANCE RATING OF EXTERIOR WALLS INCREASE IN PERMITTED MAXIMUM TRAVEL DISTANCE ELIMINATE FIRE RESISTANCE RATING FOR ROOF ASSEMBLY 2-80
STEP 7: DETERMINE CONSTRUCTION REQUIREMENTS IN THIS STEP, WILL ASSIGN CONSTRUCTION TYPES FIRE RESISTANCE RATINGS MAXIMUM PERMITTED AREA BASED ON MAJOR OCCUPANCIES BUILDING AREA BUILDING HEIGHT (NUMBER OF STOREYS) NUMBER OF STREETS 2-81
HOW TO DETERMINE CONSTRUCTION REQUIREMENTS 1. IF SAME MAJOR OCCUPANCY ON ALL FLOORS USE BUILDING AREA USE BUILDING HEIGHT USE NUMBER OF STREETS DETERMINE REQUIREMENTS FOR ENTIRE BUILDING 2-82
HOW TO DETERMINE CONSTRUCTION REQUIREMENTS 2. IFDIFFERENT MAJOR OCCUPANCIES ON DIFFERENT FLOORS OR ON THE SAME FLOOR USE BUILDING AREA USE BUILDING HEIGHT USE NUMBER OF STREETS DETERMINE CONSTRUCTION REQUIREMENTS FOR EACH MAJOR OCCUPANCY ASSIGN CONSTRUCTION REQUIREMENTS ON A PER FLOOR BASIS USE THE MOST STRINGENT REQUIREMENT FOR THE GIVEN MAJOR OCCUPANCIES ON A PER FLOOR BASIS 2-83
CONSTRUCTION REQUIREMENTS YOUR BUILDING WILL BE ABLE TO MEET MORE THAN ONE CONSTRUCTION ARTICLE FOR A GIVEN OCCUPANCY PERMITTED TO USE THE LEAST RESTRICTIVE CONSTRUCTION REQUIREMENTS FOR THAT OCCUPANCY 2-84
ASSIGNMENT COMPLETE CONSTRUCTION REQUIREMENT TABLE FOR EACH MAJOR OCCUPANCY 2-85
ARTICLE 3.2.2.23? 2-86
ARTICLE 3.2.2.24? 2-87
ARTICLE 3.2.2.25? 2-88
ARTICLE 3.2.2.25 (CONT D)? 2-89
ARTICLE 3.2.2.26? 2-90
ARTICLE 3.2.2.27? 2-91
ARTICLE 3.2.2.57? 2-92
ARTICLE 3.2.2.58? 2-93
ARTICLE 3.2.2.59? 2-94
ARTICLE 3.2.2.60? 2-95
ARTICLE 3.2.2.61? 2-96
ARTICLE 3.2.2.62? 2-97
CONSTRUCTION REQUIREMENT TABLE 2-98
WHERE TO DETERMINE FIRE RESISTANCE RATINGS ULC cul WARNOCK HERSEY / INTERTEK OBC GUIDE 2-99
ULC DIRECTORY 2-100
WARNOCK HERSEY DIRECTORY 2-101
SUPPLEMENTARY STANDARD SB 2 2-102
SUPPLEMENTARY STANDARD SB 3 2-103
INSERT REQUIREMENTS INTO OAA DATA MATRIX 2-104
STEP 8 MAJOR OCCUPANCY FIRE SEPARATIONS USED TO PROTECT ONE MAJOR OCCUPANCY FROM AN ADJACENT MAJOR OCCUPANCY APPLIES TO BOTH WALLS AND FLOORS!!!! MAJOR OCCUPANCY FIRE SEPARATION MAY EXCEED THE REQUIRED WALL OR FLOOR FIRE SEPARATIONS. 2-105
OBC TABLE 3.1.3.1 2-106
MAJOR OCCUPANCY PROHIBITIONS CERTAIN MAJOR OCCUPANCIES CANNOT BE COMBINED IN THE SAME BUILDING CONDITIONS: CANNOT HAVE MAJOR OCCUPANCY OF F1 IN A BUILDING WITH ANY GROUP A, B OR C MAJOR OCCUPANCY. ONLY ONE DWELLING UNIT IN A GROUP F DIVISION 2 BUILDING ALLOWS OWNER S/MANAGER S DWELLING UNIT IN SELF STORAGE BUILDING REPAIR GARAGE 3.1.3.2. 2-107
STEP 8 DETERMINE MAJOR OCCUPANCY FIRE SEPARATIONS FOR SAMPLE BUILDING NO INSERT LINE IN OAA DATA MATRIX 2-108
STEP 9: SUITE TO SUITE FIRE SEPARATIONS USE TO PROTECT YOU FROM YOUR NEIGHBOUR WHAT IS A SUITE OBC DEFINITION: Suite means a single room or seriesof rooms of complementary use, operated under a single tenancy, and includes dwelling units, individual guest rooms in motels, hotels, boarding houses, rooming houses and dormitories i as well as individual stores and individual or complementary rooms for business and personal services occupancies. (See Appendix A.) 2-109
CRITERIA OF A SUITE COMPLIMENTARY USE SINGLE TENANCY 2-110
SUITE TO SUITE FIRE SEPARATIONS SUITE TO SUITE: 1 H FIRE SEPARATION NOT APPLICABLE TO GROUP D SUITES 3.3.1.1.(1) NOTE: SEE 3.3.3 FOR GROUP B SUITES SEE 3.3.4 FOR GROUP C SUITES 2-111
STEP 9 DETERMINE SUITE TO SUITE FIRE SEPARATIONS FOR SAMPLE BUILDING 2-112
REFERENCE GROUND FLOOR PLAN 2-113
STEP 10: NOTES ON FIREWALLS FIREWALLS ARE USED FOR: CREATING 2 OR MORE BUILDINGS REDUCING BUILDING AREA HAS AFFECT OF REDUCING CONSTRUCTION REQUIREMENTS HORIZONTAL EXIT HAS AFFECT OF REDUCING TRAVEL DISTANCE 2-114
FIREWALLS 2-115
FIREWALL DEFINITION Firewall means a type of fire separation of noncombustible construction which subdivides a building or separates adjoining buildings to resist the spread of fire and which hhas a fire resistance it rating as prescribed in this Code and has structural stability to remain intactunder fire conditions for the required fire rated time. KEY POINTS SUBDIVIDES A BUILDING SEPARATES ADJOINING BUILDINGS STRUCTURAL STABILITY 2-116
WHAT IS A FIREWALL? A VERY SPECIFIC TYPE OF FIRE SEPARATION MUST GET ITS FIRE RESISTANCE RATING FROM CONCRETE OR MASONRY FIREWALL NOW PERMITTED TO BE OF DRYWALL AND STEEL STUD NEW PERMISSIONS FOR 2 H WALLS IN 2006 OBC STRUCTURALLY INDEPENDENT IF CONSTRUCTED AS A SINGLE WALL CONNECTED TO A CONCRETE STRUCTURE IF 2 WALLS ARE USED IS REQUIRED TO EXTEND ABOVE THE ROOF FORM A PARAPET COMBUSTIBLE MATERIAL CANNOT EXTEND ACROSS A FIREWALL 2-117
ABCDF3:2 A,B,C,D,F3: H E,F1,F2: 4 H REQUIRED FIREWALL FIRE RESISTANCE RATINGS: 31102 3.1.10.2 2-118
STEP 11 HIGH BUILDING IS YOUR BUILDING SUBJECT TO SUBSECTION 3.2.6 HIGH BUILDINGS?? SUBSECTION 3.2.6 CONTAINS ADDITIONAL REQUIREMENTS FOR HIGH BUILDINGS DEPENDS ON OCCUPANCY TYPE BUILDING HEIGHT (FROM GRADE TO FLOOR OF TOP STOREY) OCCUPANT LOAD 2-119
HIGH BUILDINGS 2-120
HIGH BUILDING PROTECTION CONCEPTS LIMIT SMOKE SPREAD DANGER TO OCCUPANTS DANGER TO FIRE FIGHTERS FROM ONE FLOOR TO ANOTHER IN EXIT STAIRS IN FIRE FIGHTERS ELEVATOR SHAFT 3.2.6.2 2-121
COMMON MEASURES IN HIGH BUILDINGS MEASURES FOUND IN OBC SUPPLEMENTARY STANDARDS NO. SB 4 MEASURE A SPRINKLERED BUILDING MEASURE G PRESSURIZED BUILDING VALID TO 75 M MEASURE F PRESSURIZED VALID OVER 75 M MEASURE M BALCONIES INSERT INTO OAA DATA MATRIX LINE 12 2-122
STEP 12 HAZARDOUS SUBSTANCES OBC CONTAINS GENERALREQUIREMENTSREQUIREMENTS FOR WHEN HAZARDOUS SUBSTANCES ARE USED IN A BUILDING REQUIRES THE ONTARIO FIRE CODE, THE NATIONAL FIRE CODE OR OTHER REGULATIONS TO BE ADDRESSED. SUCH AS NFPA 3.3.1.2.(1) 2-123
CHEMICALS DUST EXAMPLES OF HAZARDOUS SUBSTANCES FLAMMABLE LIQUIDS PROCESSES 2-124
ASSIGNMENT : 2-125
STEP 13 OCCUPANT LOAD USED IN DETERMINING IF CAPACITY OF ACCESS TO EXITS AND OF EXITS IS ADEQUATE. DETERMINING REQUIRED NUMBER OF WATERCLOSETS. DETERMINING IF A FIRE ALARM SYSTEM IS REQUIRED. 2-126
HOW TO DETERMINE OCCUPANT LOAD USEFACTORS INTABLE 3.1.17.1 USE NUMBER OF SEATS IN AN ASSEMBLY OCCUPANCY WITHFIXEDSEATS 2 PERSONS PER SLEEPING ROOM OR SLEEPING AREA IN A DWELLING UNIT OR SUITE USE POSTED OCCUPANT LOAD PERMANENTLY POSTED CONSPICUOUS LOCATION 3.1.17.1 2-127
OCCUPANT LOAD TABLE 3.1.16.1 USE FLOOR AREA Floor area means the space on any storey of a building between exterior walls and required firewalls including the space occupied by interior walls and partitions, but not including exits, vertical service spaces, and their enclosing assemblies. 2-128
ASSIGNMENT DETERMINE OCCUPANT LOAD FOR SAMPLE BUILDING REFER TO OCCUPANT LOAD TABLE 2-129
OCCUPANT LOAD FACTORS 2-130
OCCUPANT LOAD FACTORS 2-131
ASSIGNMENT INSERT INTO LINE 15 OF OAA DATA MATRIX TABLE CAUTION: OCCUPANT LOAD EXPRESSED ON A PER FLOOR BASIS EXCEPTION: BUILDING (ABOVE FIRST STOREY) NEEDED FOR DETERMINING IF A BUILDING IS A HIGH BUILDING CALCULATINGEXIT WIDTH FOR A INTERCONNECTED FLOOR SPACE SUBJECT TO 3.2.8 (TRUE ATRIUM) 2-132
OCCUPANT LOAD 133
STEP 14 EXIT CAPACITY SUFFICIENT EXIT AND EGRESS CAPACITY REQUIRED UTILIZE OCCUPANT LOAD CALCULATED MEANS OF EGRESS: 3.3.1.16 EXITS: 3.4.3.2 2-134
EXIT CAPACITY NOTES DIVIDE OCCUPANT LOAD TO THE AVAILABLE NUMBER OF EXITS NOTE: NOT CURRENTLY ON OBC MATRIX BUT OFTEN REQUESTED BY AHJ S ESPECIALLY FOR ASSEMBLY FACILITIES 2-135
MEANS OF EGRESS FACTORS IN 3.3.1.16 33116 2-136
EXIT FACTORS DOORS, CORRIDORS, PASSAGEWAYS AND RAMPS WITH A SLOPE OF NOT MORE THAN 1 IN 8: 6.1 MM PER PERSON STAIRS WITH STEPS HAVING A RISE OF NOT MORE THAN 180 MM AND RUN OF NOT LESS THAN 280 MM: 8 MM PER PERSON RAMPS WITH A SLOPE OF MORE THAN 1 IN 8 AND OTHER STAIRS: 9.2MM PER PERSON 3.4.3.2 2-137
STEP 15 BARRIER FREE DESIGN DETERMINE IF BARRIER FREE ACCESS IS REQUIRED DETERMINE IF AUTOMATIC DOOR OPENER IS REQUIRED 2-138
AUTO DOOR OPENERS 2-139
BARRIER FREE DESIGN REFERENCED IN OBC SECTION 3.8 38 CAUTION RE HUMAN RIGHTS LEGISLATION MAY ALSO DEPEND ON PROFILE OF CLIENT ONTARIANS WITH DISABILITIES ACT 2-140
REQUIREMENTS FOR BARRIER FREE ACCESS APPLIES TO ALL BUILDINGS DOES NOT APPLY TO: HOUSES INCLUDING SEMI DETACHED, ROW HOUSES AND BOARDING HOUSES WITH FEWER THAN 8 BOARDERS BUILDINGS OF GROUP F DIVISION 1 MAJOR OCCUPANCY BUILDINGS WHICH ARE NOT INTENDED TO BE OCCUPIED ON A FULL TIME BASIS 3.8.1.1 2-141
ASSIGNMENT 15: 2-142
STEP 16 SPATIAL SEPARATION LIMIT POTENTIAL FOR FIRE SPREAD FROM ONE BUILDING TO AN ADJACENT PROPERTY DEPENDS ON OCCUPANCY CLASSIFICATION LIMITING DISTANCE SPRINKLER PROTECTION SIZE OF EXPOSING BUILDING FACE 2-143
LIMITING DISTANCE Limiting distancemeans the distance from an exposing building face to a property line, the centre line of a street, lane or public thoroughfare, or to an imaginary line between 2 buildings or fire compartments on the same property, measured at right angles to the exposing building face. 1.4.1.2 2-144
LIMITING DISTANCE KEY FACTORS MEASURED TO PROPERTY LINE CENTRE LINE OF STREET, LANE OR PUBLIC THOROUGHFARE AN IMAGINARY LINE BETWEEN 2 BUILDINGS OR FIRE COMPARTMENTS ON THE SAME PROPERTY 2-145
CALCULATION NOTE: CAN USE 2 LIMITING DISTANCES USED WHEN WALL IS AT AN ANGLE TO THE PROPERTY LINE ONE FOR DETERMINING PERCENT OF UNPROTECTED OPENINGS PERMITTED ONE TO DETERMINE THE CONSTRUCTION TYPE AND FIRE RESISTANCE RATING OF EXTERIOR WALL 3.2.3.1.(3) AND (4) 2-146
EXPOSING BUILDING FACE Exposingbuildingface means that part of the exterior wall of a building which faces one direction and is located between ground level and the ceiling of its top storey, or where a building is divided into fire compartments, the exterior wall of a fire compartment which faces one direction. 1.4.1.2 2-147
EXPOSING BUILDING FACE KEY FACTORS FACES ONE DIRECTION ENTIRE BUILDING FACE, OR FIRE COMPARTMENT IF ADEQUATE FIRE SEPARATION BETWEEN COMPARTMENTS 2-148
UNLIMITED UNPROTECTED OPENINGS AN OPEN AIR STOREY OF A STORAGE GARAGE WITH A LIMITING DISTANCE OF 3 M. EXPOSING BUILDING FACE THAT IS AT STREET LEVEL WITH A LIMITING DISTANCE OF 9 M. REMEMBER: LIMITING DISTANCE IS MEASURED TO THE CENTRE LINE OF THE STREET 3.2.3.10 2-149
DETERMINE LIMITING DISTANCE NORTH FACE: M EAST FACE: M SOUTH FACE: M WEST FACE: M 2-150
SPATIAL SEPARATION 151
TABLE 3.2.3.1.A 2-152
TABLE 3.2.3.1.B 2-153
TABLE 3.2.3.1.C 2-154
TABLE 3.2.3.1.C CONT D 2-155
TABLE 3.2.3.1.D 2-156
NORTH 157
EAST 158
WEST 159
SOUTH 160
SPATIAL ANALYSIS 2-161
SPATIAL ANALYSIS 2-162
DETERMINE NUMBER OF REQUIRED WATER CLOSETS REQUIREMENTS IN SECTION 3.7 37OF OBC DETERMINE NUMBER OF OCCUPANTS USE OCCUPANT LOAD FACTORS IN TABLE 3.1.17.1 FOR OFFICE USE 14 M 2 /P FOR DETERMINING NUMBER OFWATERCLOSETS 3.7.4.2.(1) 2-163
DETERMINE RATIO OF MALES TO FEMALES ASSUME 50 / 50 UNLESS OTHER PROPORTION CAN BE DETERMINED WITH REASONABLE ACCURACY 3.7.4.2.(2) 2-164
DETERMINE NUMBER OF WATERCLOSETS GROUP A DIVISION 2: 3.7.4.3 3743 GROUP E: 3.7.4.8 GROUP D: 3.7.4.7 NOTE: UPDATED OAA MATRIX INCLUDES WATERCLOSET CALCULATIONS 2-165
TABLE 3.7.4.3.A 2-166
TABLE 3.7.4.7 2-167
TABLE 3.7.4.8 2-168
WATER CLOSETS 2-169
STEP 18 FIRE ALARM SYSTEM REQUIREMENT FOR A FIRE ALARM SYSTEM DEPENDS ON: OCCUPANCY CLASSIFICATION OCCUPANT LOAD PRESENCE OF ELECTROMAGNETIC LOCKS 3.2.4.1.(2) 2-170
FIRE ALARM 2-171
FIRE ALARM 2-172
FIRE HOSE CABINETS 2-173
STEP NO. 19 IS A STANDPIPE SYSTEM REQUIRED? REQUIREMENT FOR A STANDPIPE SYSTEM DEPENDS ON BUILDING AREA BUILDING HEIGHT SPRINKLER PROTECTION NOTE: OBC/NBC DIFFER HERE 2-174
STANDPIPE SYSTEM REQUIRED WHEN: MORETHAN 3 STOREYS IN BUILDING HEIGHT, MORE THAN 14 M FROM GRADE TO CEILING OF TOP STOREY, OR IS LESS THAN 14 M FROM GRADE TO CEILING OF TOP STOREY, IS NOT SPRINKLERED AND EXCEEDS THE AREA IN TABLE 3.2.9.1 3.2.9.1.(1) 2-175
TABLE 3.2.9.1 2-176
KEY STANDPIPE ISSUES FOR AN ARCHITECT LOCATION OF HOSE CABINETS 30 M HOSE PLUS 3 M DISCHARGE (33 M) ON OTHER THAN THE GROUND FLOOR MUST BE LOCATED WITHIN 5 M OF AN EXIT CAN ONLY SERVE ONE SIDE OF A FIREWALL 3.2.9.4 2-177
KEY STANDPIPE ISSUES FOR AN ARCHITECT (OBC) WHEN DOOR IS FULLY OPEN, THE DOOR CANNOT OBSTRUCT THE REQUIRED WIDTH OF A MEANS OF EGRESS 3.2.9.4.(9) 2-178
ASSIGNMENT IS A STANDPIPE SYSTEM REQUIRED IN SAMPLE BUILDING? INSERT ANSWER INTO OAA DATA MATRIX 2-179
STANDPIPE 2-180
THANK YOU QUESTIONS? COPYRIGHT 2013 181