Exam 3 Flashcards
(156 cards)
WHICH ORGANIZATIONS DEVELOP AND MAINTAINS THE MASTERFORMAT SPECIFICATION SYSTEM?
Construction Specifications Canada (CSC) and
the Construction Specifications Institute (CSI) in the U.S
DESCRIBE THE DIFFERENT BUT COMPLIMENTARY FUNCTIONS OF THE DRAWINGS AND THE SPECIFICATIONS?
Drawings:
- illustrate extent, location, and quantity.
- graphic or pictorial descriptions of the form and shape of the building
Specifications:
- complement and permit simplification of the drawings
- limit the role of the drawings to address form, shape, dimensions, and location.
- describe the requirements for quality and workmanship which the drawings may not be able to address.
- address compatibility of materials.
NAME 4 TYPES OF SPECIFICATIONS
- outline or preliminary specifications
- master specifications
- model specifications
- project specifications
NAME 3 METHODS FOR PREPARING CONSTRUCTION SPECIFICATIONS.
- Proprietary - describes specific products and systems
- Prescriptive - describes the exact means and methods for achieving the desired result
- Performance - outlines criteria of a desired result, giving the contractor freedom in choice of materials and methods
EXPLAIN THE LINKS BETWEEN
THE MASTERFORMAT AND THE NATIONAL MASTER SPECIFICATION (NMS).
- MasterFormat is a system of numbers and titles for organizing construction information into a regular standard order or sequence. it is organized in the ‘49 Division’ specification format, using a six-digit section numbering system. Each section, in turn, is organized according to a three-part format:
General, Products, and Executions. - MF provides a flexible system within a standard framework.
- the NMS could be termed a “deletion” master. It allows for
fast deletion of in portions.
DESCRIBE THE THREE PARTS OF A TYPICAL MASTERFORMAT SPECIFICATION SECTION.
Part 1, General
- relate to the work in general
- general description of the system
- references to standards
- admin. and technical standards
Part 2, Products
- defines acceptable equipment, materials, fixtures, mixes, and fabrications, that is, “product” items, to be incorporated into the work.
Part 3, Execution
- describes the manner in which items covered by Part 2 are to be incorporated into the work.
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 00
B. DIV. 01
C. DIV. 02
A. Div. 00 - Procurement and Contracting Requirements
B. Div. 01 - General Requirements
C. Div. 02 - Existing Conditions
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 03
B. DIV. 04
C. DIV. 05
D. DIV. 06
A. Div. 03 - Concrete
B. Div. 04 - Masonry
C. Div. 05 - Metals
D. Div. 06 - Wood, Plastics, Composites
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 07
B. DIV. 08
C. DIV. 09
A. Div. 07 - Thermal and Moisture Protection
(incl. damp proofing and water proofing, thermal protection, roofing, flashing ans sheet metal, and joint protection)
B. Div. 08 - Openings
C. Div. 09 - Finishes
(incl. gypsum, tiles, flooring, acoustic treatment, painting)
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 10
B. DIV. 11
C. DIV. 12
D. DIV. 13
E. DIV. 14
A. Div. 10 - Specialties
B. Div. 11 - Equipment
C. Div. 12 - Furnishings
D. Div. 13 - Special Construction
E. Div. 14 - Conveying Equipment
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 21
B. DIV. 22
C. DIV. 23
D. DIV. 25
A. Div. 21 - Fire Suppression
B. Div. 22 - Plumbing
C. Div. 23 - HVAC
D. Div. 25 - Integrated Automation
NAME THE MASTERFORMAT DIVISIONS:
A. DIV. 26
B. DIV. 27
C. DIV. 28
A. Div. 26 - Electrical
B. Div. 27 - Communications
C. Div. 28 - Electronic Safety and Security
WHAT MASTERFORMAT DIVISION?
A. FLASHING AND SHEET METAL
B. DEMOLITION
C. WASTE MANAGEMENT
A. Div. 07 - Thermal and Moisture Protection
B. Div. 02 - Existing Conditions
C. Div. 01 - General Requirements
WHAT MASTERFORMAT DIVISION?
A. FINISH CARPENTRY
B. GYPSUM WALL BOARD
C. JOINT SEALANTS
A. Div. 06 - Wood, Plastics, Composites
B. Div. 09 - Finishes
C. Div. 07 - Thermal and Moisture Protection
WHAT MASTERFORMAT DIVISION?
A. CERAMIC TILING
B. GLAZING
C. TRAFFIC CONTRO
A. Div. 09 - Finishes
B. Div. 08 - Openings
C. Div. 01 - General Requirements
DESCRIBE SOME PRINCIPLES OF SUSTAINABLE DEVELOPMENT.
International council for research and innovation in building construc-tion: Reduce resource consumption; reuse resources; recycle resources for reuse; protect nature; eliminate toxins; apply life cycle costing; focus on quality.
RAIC : the overall objective of sustainable site design are: to reduce and minimize the impacts as a result of site selection; to reduce and minimize negative site impacts as a result of the site development and its buildings.
WHAT DOES LEED STAND FOR?
Leadership in Energy and Environmental Design
WHAT IS THE PRINCIPLE OF PASSIVHAUS?
To produce low energy buildings by combining excellent thermal per-formance and airtightness with a heat recovery ventilation system that supplies fresh air for indoor environmental air quality.
LIST SOME HEAT ISLAND REDUCTION SITE STRATEGIES
- shade
- minimize footprint
- reflective surfaces
- underground parking instead of above ground
WHAT ARE THE TWO MAIN CLASSIFICATIONS FOR SOILS?DESCRIBE EACH.
- Course grained soils: relatively large particles; gravels and sands; good drainage; little to no susceptibility to frost action; and higher bearing capacity. More stable as foundation material. Relatively shal-low angle of repose/ low shear resistance.
- Fine grain soils: small particles; silts and clays; poor drainage; more susceptible to frost action; and lower bearing capacity. Tend to be unstable because they shrink and swell considerably. Higher angle of repose/ good shear resistance when confined.
(CHING 1.12)
WHAT IS FROST ACTION?
The phenomenon that occurs when water in soil is subjected to freez-ing which, because of the water/ice phase change or ice lens growth, results in a total volume increase or the build-up of expansive forces under confined conditions or both, and the subsequent thawing that leads to loss of soil strength and increased compressibility.
WHAT IS THE NAME FOR THE LEVEL BENEATH WHICH THE SOIL IS SATURATED WITH GROUNDWATER.
WHY IS THIS LEVEL IMPORTANT?
Water table.
any groundwater must be drained away from the foundation system to avoid reducing the bearing capacity of the soils and to minimize the possibility of water leaking into the basement.
WHAT IS A ‘SUBSURFACE INVESTIGATION’ AND WHAT INFORMATION DOES IT PROVIDE?
- The analysis and testing of soil disclosed by excavation of a test pit 10’ deep or deeper test borings.
- Provide the following information: structure of soil, shear resistance, compressive strength, water content and permeability, and the expected extent and rare of consolidation under loading. From this information, the geotechnical engineer is able to gauge the anticipated total and differential settlement under loading by a proposed foundation system.
WHAT IS ‘ALLOWABLE BEARING CAPACITY’?
The maximum unit pressure a foundation is permitted to impose verti-cally or laterally on the soil mass.
Consult geotechnical engineer and building code.