Design Professional 1: Fundamentals of Building Construction, Materials, and Methods

 # The Design Professional and the Design Team

  • The design team, which includes the Design Architect and/or Engineer, is responsible for translating the owner’s building ideas and needs into a complete design.
  • The resulting design must meet all applicable building codes and regulatory requirements.

Model Building Codes and the International Building Code (IBC)

  • Definition and Legal Status:     - Model building codes are standardized codes adopted by state or local jurisdictions.     - Once these codes are adopted, they become legal documents and are considered the law of that jurisdiction.     - New editions of these codes are published every three years (3years3\,years).
  • Primary Purpose:     - The fundamental purpose of building codes is to protect public health and safety.
  • Core Model Codes in the United States:     - International Residential Code (IRC):         - Applies to one- and two-family dwellings.         - Limited to buildings with a maximum height of three stories (3stories3-stories).         - It is a stand-alone code that includes all aspects of construction for these specific building types.     - International Building Code (IBC):         - Applies to all buildings not covered by the IRC.         - The IBC covers a wide range of safety and functional criteria, including:             - Fire safety             - Energy efficiency             - Building exits             - Air quality             - Structural integrity             - Sanitation             - Electrical systems             - Livability and accessibility

Performance vs. Prescriptive Requirements

  • Performance Requirements:     - These define the required outcome without dictating the specific means of achievement.     - Example: "Exterior wall shall have a fire-resistance rating of one hour (1hour1\,hour)."
  • Prescriptive Requirements:     - These provide a specific "recipe" or detailed instruction for construction.     - Example: "Exterior wall shall be constructed with 2×42 \times 4 studs spaced 16\"\,o.c. (on center) with one layer of \frac{1}{2}\" gypsum board on each side. Gypsum board shall be fastened to studs with \frac{3}{4}\" screws located 12\"\,o.c."
  • The first step in using the IBC is to identify the proposed occupancy classification based on the defined activities within the building:     - A – Assembly: (e.g., theaters, restaurants, or auditoriums).     - B – Business: (e.g., office buildings).     - E – Educational:         - 305.1 Educational Group E: Includes the use of a structure by six or more (6+6+) persons at any one time for educational purposes through the 12th12^{th} grade.         - 305.1.1 Accessory to places of religious worship: Religious educational rooms and auditoriums accessory to worship (per Section 303.1.4) with occupant loads of less than 100100 per room are classified as Group A-3.     - F – Factory     - H – High Hazard     - I – Institutional     - M – Mercantile     - R – Residential     - S – Storage     - U – Utility
  • Buildings are classified into types based on their degree of fire resistance:     - Type I: Most fire resistant; noncombustible materials only (steel, concrete, masonry).     - Type II: Noncombustible materials only (steel, concrete, masonry).     - Type III: Noncombustible exterior walls and combustible (wood) interior materials.     - Type IV (HT): Heavy Timber; noncombustible exterior walls and interior elements of substantial wood dimensions.     - Type V: Least fire resistant; fully combustible.
  • Relationship between Fire Resistance and Building Size:     - Generally, as fire resistance increases (moving toward Type I), the allowable height and area of the building also increase.     - Less fire-resistant construction types result in smaller allowable building sizes.

IBC Table 601: Fire-Resistance Ratings (Hours)

Fire resistance for building elements is measured in hours (hh):

  • Structural Frame (including beams/joists):     - Type I-A: 3h3\,h     - Type I-B: 2h2\,h     - Type II-A: 1h1\,h     - Type II-B: 0h0\,h     - Type III-A: 1h1\,h     - Type IV: HTHT     - Type V-A: 1h1\,h
  • Bearing Walls (Interior):     - Type I-A: 3h3\,h     - Type I-B: 2h2\,h     - Type II-A: 1h1\,h     - Type III-A: 1h1\,h     - Type IV: 1/HT1/HT
  • Floor Construction:     - Type I-A: 2h2\,h     - Type I-B: 2h2\,h     - Type II-A: 1h1\,h     - Type III-A: 1h1\,h     - Type IV: HTHT
  • Roof Construction:     - Type I-A: 112h1\frac{1}{2}\,h     - Type I-B: 1h1\,h     - Type II-A: 1h1\,h

Other Regulatory Bodies and Standards

  • State Regulations:     - Texas Accessibility Standards (TAS): State-specific accessibility.     - Texas Commission on Environmental Quality (TCEQ): Environmental protection.
  • Federal Regulations:     - Occupational Safety and Health Administration (OSHA): Focuses on worker safety.     - Environmental Protection Agency (EPA): Protection of sensitive land and waterways; limits on air pollutant emissions.     - Civil Rights Laws: Americans with Disabilities Act (ADA) and Fair Housing Act ensure equal access to facilities.
  • Independent Consensus Organizations (Standards):     - ASTM International: Standards for materials and methods.     - American National Standards Institute (ANSI): Standards for wide varieties of products and systems.     - Underwriters Laboratories (UL): Service for product testing, certification, and evaluation.     - Example of Referencing Standards: Per the IRC, smoke alarms must comply with NFPA 72 and be listed in accordance with UL 217.

Construction Documents and the CSI MasterFormat System

  • Construction Documents: Consist of graphic construction drawings (plans) and written specifications (specs).
  • CSI MasterFormat System:     - A comprehensive outline for organizing information about materials and systems.     - Used to cross-reference materials on plans and specifications.     - Organized into 5050 primary divisions.     - Division Examples:         - Division 00: Procurement and Contracting Requirements         - Division 01: General Requirements         - Division 02: Existing Conditions         - Division 03: Concrete         - Division 04: Masonry         - Division 05: Metals         - Division 06: Wood, Plastics, and Composites         - Division 07: Thermal and Moisture Protection         - Division 08: Openings         - Division 21: Fire Suppression         - Division 22: Plumbing         - Division 23: Heating, Ventilating, and Air Conditioning (HVAC)         - Division 25: Integrated Automation         - Division 26: Electrical         - Division 27: Communications         - Division 28: Electronic Safety and Security         - Division 31: Earthwork         - Division 32: Exterior Improvements
  • Subdivisions (Sections):     - Example: Division 05 (Metals) is subdivided into:         - Section 05100005\,10\,00: Structural Steel Framing         - Section 05210005\,21\,00: Steel Joist Framing         - Section 05310005\,31\,00: Steel Decking         - Section 055133.1305\,51\,33.13: Vertical Metal Ladders

Questions & Discussion

  • Class Exercise: "What is the building occupancy classification for this classroom?" (Context provided involves IBC Group E or Group A-3 depending on the occupant load and facility type).
  • Design Exercise (Step 2 Implementation): Considering a building for Occupancy A-1 with design dimensions of 55feet55\,feet in height, 2stories2\,stories, and 8500sf8500\,sf per floor.
  • Activity: Students were instructed to open Volume One of the Francis Hall Specs in eCampus to identify items addressed in Section 12610012\,61\,00 (Auditorium Chair Seating) under Division 12 – Furnishings.