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TABLE 46 Suggested Interpretations of Permeance Ratings Determined by Field-Modified ASTM E 514 Testing Permeance Rating (gal/hr/12 sq ft) Less than 05 Suggested Interpretation Achievable when industry recommendations for workmanship are strictly followed and compatible materials are used Achievable in standard production masonry when industry recognized workmanship recommendations are generally followed and compatible materials are used Expected range for ordinary brick masonry construction Construction should be considered suspect In situations where permeance is critical to the serviceability, more detailed investigation is warranted Construction is considered poor This rating usually results from workmanship that ignores industry recommendations, wall materials that are not compatible, or both
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(Hoigard, Kudder, & Lies, Including ASTM E 514 Tests in Field Evaluations of Brick Masonry, Masonry: Design and Construction, Problems, and Repair, ASTM STP 1180, 1993)
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TABLE 47 Submittals Level 1
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Quality Assurance Requirements: Minimum Tests and Minimum Tests and Submittals Certificates of compliance for materials used in masonry construction Certificates of compliance for materials used in masonry construction Verification of f m prior to construction, except where specifically exempted by Code Certificates of compliance for materials used in masonry construction Verification of f m prior to construction and for every 5000 sq ft during construction Verification of proportions of materials in mortar and grout as delivered to the site
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(IBC 2000, MSJC Code and Specification 1999, and MSJC Code and Specification 2002)
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and monitored Water that is lost from the system is assumed to have penetrated the wall Measurements of the water supply are made at 30-minute increments The test is conducted until the rate of water loss becomes uniform Rates of water loss that may be considered acceptable are determined by the individual investigator, based on his or her previous experience with using this modified method Suggested criteria rankings for rates of water loss through walls with a flashing and weep system are presented in Table 46
TABLE 48 MSJC Level 1 2
Quality Assurance Requirements: Minimum Inspection Per Minimum Inspection Requirements Verify compliance with the approved submittals As masonry construction begins, verify the following are in compliance: proportions of site-prepared mortar construction of mortar joints location of reinforcement, connectors, and prestressing tendons and anchorages prestressing technique Prior to grouting, verify the following are in compliance: grout space grade and size of reinforcement, prestressing tendons, and anchorages placement of reinforcement, connectors, and prestressing tendons and anchorages proportions of site-prepared grout and prestressing grout for bonded tendons construction of mortar joints Verify that placement of grout and prestressing grout for bonded tendons is in compliance Observe preparation of grout specimens, mortar specimens, and/or prisms Verify compliance with the required inspection provisions of the contract documents and the approved submittals (continued)
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TABLE 48 Quality Assurance Requirements: Minimum Inspection Per MSJC, (continued) Level 3 Minimum Inspection Requirements From the beginning of masonry construction and continuously during construction of masonry, verify the following are in compliance: proportions of site-prepared mortar, grout, and prestressing grout for bonded tendons grade and size of reinforcement, prestressing tendons, and anchorages placement of masonry units and construction of mortar joints placement of reinforcement, connectors, and prestressing tendons and anchorages grout space prior to grouting placement of grout and prestressing grout for bonded tendons construction of mortar joints Observe preparation of grout specimens, mortar specimens, and/or prisms Verify compliance with the required inspection provision of the contract documents and the approved submittals
(MSJC Code and Specification 1999 and MSJC Code and Specification 2002)
QUALITY ASSURANCE
The MSJC and IBC provisions for masonry design and construction require that the quality of masonry materials and workmanship used in the construction be verified The level of effort that is required to verify the quality of the construction is dependent upon two design parameters: the occupancy use of the building and the structural philosophy used to design the masonry Depending upon the occupancy use, the building is designated as either essential facility or non-essential facility by ASCE 7 Minimum Design Loads for Buildings and Other Structures Examples of essential facilities are police stations and hospitals Structural philosophies are divided into engineered approaches and prescriptive approaches Engineered approaches include allowable stress design and strength design Prescriptive approaches are used in empirical design of masonry and in the design of veneers and glass unit masonry
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