Cheat sheet

ICC B3 Building Plans Examiner Cheat Sheet

General Administration

5%of exam

Chapter 1 AdministrationConstruction DocumentsCertificate of OccupancyMeans of Appeals

Building Planning

21%of exam

Footings and Foundations

8%of exam

Floor Construction

4%of exam

Floor SystemsLive LoadsConcrete SlabsWood Framing

Wall Construction and Coverings

12%of exam

Wall SystemsMasonrySteel WallsWood Walls

Roof/Ceiling Construction

4%of exam

Roof SystemsRoof CoveringsClass AClass C

Public Safety and Special Construction

46%of exam

Quick Facts

Exam
ICC B3
Credential
Building Plans Examiner
Questions
80 multiple-choice
Time
3.5 hrs (210 min)
Pass
Scaled score 75
Format
Open book
Delivery
ICC PRONTO
Fee
$320 ($255 members)
References
IBC, Concrete Manual, ACI 318-19

Chapter 1 Administration

Section 107
Construction documents required
Section 109
Permit fees
Section 110
Required inspections
Section 111
Certificate of occupancy
Section 113
Means of appeals
Section 114
Code violations
Section 115
Stop work order

Height Area Hierarchy

504.3=height | 504.4=stories | 506.2=area

504.3: feet above grade504.4: stories above grade506.2: allowable area factor

Height Limit vs Area Limit

Height (504.3/504.4)

  • Feet + stories
  • By construction type

Area (506.2)

  • Square feet per story
  • Frontage increases allowed

Vertical vs horizontal limit

Construction Type Picker

  1. Need max fire rating→Type I-A(3-hr frame)
  2. Budget wood frame ok→Type V-B(0-hr frame)
  3. Mass timber high-rise→Type IV-A(Up to 18 stories)
  4. Need area increase→Check frontage(Section 506.3)
  5. Multiple occupancies→Section 508(Separated or nonseparated)

Occupancy + Construction Type

Chapter 3
Occupancy classification
Chapter 6
Five construction types
Type I-A
3-hour frame rating
Type V-B
0-hour frame rating
Section 508
Mixed occupancy rules

Height + Area Tables

Table 504.3
Max height, feet
Table 504.4
Max stories above grade
Table 506.2
Allowable area factor
NS
No sprinkler system
S1
Sprinklered, one story
Section 506.3
Frontage area increase

Exterior Walls + Accessibility

Chapter 14
Exterior wall coverings
Chapter 11
Accessibility scoping only
Section 1104
Accessible route
ICC A117.1
NOT an approved reference
Chapter 12
Interior environment

IBC vs ACI 318-19

IBC Chapter 19

  • Adopts by reference
  • IBC-specific modifications

ACI 318-19

  • Base concrete standard
  • Design + construction rules

Adopting code vs standard

Soils + Foundations

Chapter 18
Soils and foundations
Section 1809.5
Frost protection required
Section 1807
Foundation and retaining walls
Table 1806.2
Presumptive bearing values

Concrete Reference Standard

Chapter 19
IBC concrete chapter
Section 1901.2
Design per ACI 318
ACI 318-19
Approved B3 reference
Concrete Manual
Approved B3 reference
Shotcrete
Special concrete provisions

Floor Systems

Table 1607.1
Minimum live loads
Offices
50 psf live load
Residential units
40 psf live load
Assembly, fixed seats
60 psf live load
Library stacks
150 psf live load
Chapter 19
Concrete floor slabs

Wall Systems

Chapter 21
Masonry wall systems
Chapter 22
Steel wall systems
Chapter 23
Wood wall framing
Chapter 14
Exterior wall coverings
Veneer
Anchored masonry veneer

Roof Systems

Chapter 15
Roof assemblies chapter
Table 1505.1
Roof covering classification
Class A
Most fire-resistant covering
Class C
Least fire-resistant covering
Roof drainage
Chapter 15 scuppers

Five Fire Separations

Wall=strongest | Barrier=vertical | Partition=corridor | Smoke=air only

Fire wall: standalone structureFire barrier: shafts/stairsFire partition: corridorsSmoke barrier: I-2/I-3

Fire Wall vs Fire Barrier

Fire Wall

  • Independent structural stability
  • Separates buildings
  • Section 706

Fire Barrier

  • Protects shafts/stairs
  • Vertical fire-resistant
  • Section 707

Standalone vs component

Egress Width Picker

  1. Sizing a stairway→0.3 in/occupant
  2. Sizing a corridor→0.2 in/occupant
  3. Sprinklered + voice alarm→Reduce factor(0.15 or 0.2)
  4. Occupant load over 49→Provide 2 exits
  5. Common path too long→Add second exit(Table 1006.2.1)
  6. Need travel distance limit→Table 1017.2

Egress Sizing

Table 1004.5
Occupant load factors
Business areas
150 gross sf/occupant
Assembly, unconcentrated
15 net sf/occupant
Stairways
0.3 in per occupant
Other components
0.2 in per occupant
Section 1006.2.1
Common path limits

Egress Width Factors

Stairs=0.3 in | Other=0.2 in | Sprinklered=0.15-0.2 in

Stairways: 0.3 in/occupantOther components: 0.2 inSprinklered: factor drops

Fire Partition vs Smoke Barrier

Fire Partition

  • Rates corridor walls
  • 1-hour typical
  • Section 708

Smoke Barrier

  • Limits smoke spread
  • I-2/I-3 compartments
  • Section 709

Fire rating vs smoke control

Fire Separation Picker

  1. Separate buildings on one lot→Fire wall(Section 706)
  2. Enclose exit stairway→Fire barrier(Section 707)
  3. Rate a corridor wall→Fire partition(Section 708)
  4. Compartmentalize I-2/I-3 smoke→Smoke barrier(Section 709)
  5. Limit smoke only→Smoke partition(Section 710)

Exit Arrangement

Table 1017.2
Travel distance limits
Group B
200 to 300 ft
Section 1011.5.2
Stair riser and tread
Max riser
7 inches
Min tread
11 inches
Section 1020.3
Corridor width rule

Occupant Load Memory Line

Business 150 | Mercantile 60 | Assembly 15 | Warehouse 500

Business: 150 gross sfMercantile: 60 gross sfAssembly unconcentrated: 15 net sfWarehouses: 500 gross sf

Travel Distance vs Common Path

Travel Distance

  • Full route to exit
  • Table 1017.2

Common Path

  • Before 2 directions exist
  • Table 1006.2.1

Total path vs first segment

Finish Class Picker

  1. Exit stairwell finish→Class A or B typical(Verify Table 803.13)
  2. Need most fire resistant→Class A(FSI 0-25)
  3. Hazardous glazing location→Safety glazing(Section 2406.4)
  4. Need fire door rating→Table 716.1(2)

Fire-Resistance Construction

Table 601
Rating by element
Table 705.5
Rating by separation
Section 706
Fire walls
Section 707
Fire barriers
Section 708
Fire partitions
Section 709
Smoke barriers
Section 710
Smoke partitions

Class A vs Class C Finish

Class A

  • FSI 0-25
  • Most restrictive

Class C

  • FSI 76-200
  • Least restrictive

Exits need stricter class

Fire Alarms + Sprinklers

Section 903.2
Sprinkler triggers
Section 903.2.8
All Group R areas
Section 907.2
Fire alarm triggers
Section 907.2.1
Group A, 300+ occupants
Table 716.1(2)
Fire door ratings

Finishes + Safety Glazing

Table 803.13
Finish class by location
Class A
FSI 0-25
Class B
FSI 26-75
Class C
FSI 76-200
Section 2406.4.1
Glazing in doors
Section 2406.4.5
Wet surfaces, under 60 in

Common Traps

Scaled score vs percent correct

75 is scaled score ≠ Not 75% raw correct

A117.1 is not approved

Approved refs: IBC + ACI ≠ A117.1 is not listed

Common path vs travel distance

Common path ends at choice ≠ Travel distance ends at exit

Fire wall vs fire barrier

Wall is standalone structure ≠ Barrier protects shafts/stairs

ICC PRONTO not Pearson VUE

B3 delivered via PRONTO ≠ Older guides say Pearson VUE

Height table vs area table

504.3/504.4 give feet/stories ≠ 506.2 gives allowable area

Last Minute

  1. 1.80 Qs, 210 min, open book
  2. 2.Pass = scaled score 75, not 75%
  3. 3.References: IBC, Concrete Manual, ACI 318-19
  4. 4.A117.1 is NOT an approved reference
  5. 5.Delivery: ICC PRONTO, not Pearson VUE
  6. 6.Public Safety = 46% of exam
  7. 7.Building Planning = 21% of exam
  8. 8.Stairs 0.3 in; other 0.2 in
  9. 9.Common path limits: Table 1006.2.1
  10. 10.Travel distance up to 400 ft
  11. 11.Corridor fire rating: Table 1020.2
  12. 12.Max riser 7 in
  13. 13.Min tread 11 in
  14. 14.Sprinklers = 903.2; alarms = 907.2
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