Chapter 1718 reference documents 1718. 1 consensus standards and other reference documents

CHAPTER 1718

REFERENCE DOCUMENTS

1718.1 CONSENSUS STANDARDS AND OTHER REFERENCE DOCUMENTS

This section contains all references cited within the body of the standard.

American Architectural Manufacturers Association (AAMA). (2009). AAMA 501.6, Recommended Dynamic Test Method for Determining the Seismic Drift Causing Glass Fallout from a Wall System. Schaumburg, IL.

ABK (1984) Methodology for mitigation of seismic hazards in existing unreinforced masonry buildings : the methodology. El Segundo, CA

American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete and commentary.” ACI 318, Farmington Hills, MI.

American Concrete Institute (ACI). (2010). “Guide for obtaining cores and interpreting compressive strength results.” ACI 214.4R-10, Farmington Hills, MI.

American Concrete Institute (ACI). (20112014). “Building code requirements for structural concrete and commentary.” ACI 318, Farmington Hills, MI.

American Concrete Institute (ACI). (2013). “Report on Nondestructive Test Methods for Evaluation of Concrete in Structures.” ACI 228.2R, Farmington Hills, MI.

American Concrete Institute (ACI). (2016). “Code Requirements for Assessment, Repair, and Rehabilitation of Existing Concrete Structures and Commentary.” 562R-16, Farmington Hills, MI.

American Institute of Steel Construction (AISC). (1983), “Detailing for steel construction.” AISC 326 Chicago, IL

American Institute of Steel Construction (AISC). (2010). “Steel construction manual 14^th edition.” AISC 325-11 Chicago, IL

American Institute of Steel Construction (AISC). (2010a). “Seismic provisions for structural steel buildings.” AISC 341, Chicago.

American Institute of Steel Construction (AISC). (2010b). “Specification for structural steel buildings (LRFD).” AISC 360, Chicago.

American Iron and Steel Institute (AISI). (2009). “North American standard for cold-formed steel framing—Lateral design, 2007 edition with supplement 1.” AISI S213-07/S1-09, Washington, DC.

American Iron and Steel Institute (AISI). (2010). “North American specification for the design of cold-formed steel structural members, 2007 edition with supplement 2.” AISI S100-07/S2-10, Washington, DC.

American National Standards Institute (ANSI). (2009). “Manually operated gas valves for appliances, appliance connector valves, and hose end valves.” ANSI Z21.15, Washington, DC.

American Society of Civil Engineers (ASCE). (2003). “Seismic evaluation of existing buildings.” ASCE/SEI 31-03, Reston, VA.

American Society of Civil Engineers (ASCE), (2007) “Seismic rehabilitation of existing buildings.” ASCE/SEI 41-06, Reston, VA

American Society of Civil Engineers (ASCE). (20102016). “Minimum design loads and associated criteria for buildings and other structures.” ASCE/SEI 7-1016, Reston, VA.

American Society of Mechanical Engineers (ASME). (2000). “Code for pressure piping.” ASME B31, New York.

American Society for Testing and Materials (ASTM). (1911). “Specification for billet-steel bars for concrete reinforcement” ASTM A15, West Conshocken, PA

American Society for Testing and Materials (ASTM). (?2016). “Standard Test Methods for Sampling and Testing Concrete Masonry Units and Related Units” ASTM C140, West Conshocken, PA

American Society for Testing and Materials (ASTM). (?2013). “Standard Specification for Structural Clay Load-Bearing Wall Tile” ASTM C34 West Conshocken, PA

American Society for Testing and Materials (ASTM). (1913). “Specification for Rail-steel bars of concrete reinforcement” ASTM A16 West Conshocken, PA

American Society for Testing and Materials (ASTM) (1932). Specification for steel bridges and buildings.” ASTM A140-32t West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (1933b). “Specification for steel buildings.” ASTM A9, West Conshohocken, PA

American Society for Testing and Materials (ASTM). (1933). “Tentative specifications for steel buildings.” ASTM A9-33T, West Conshoshocken, PA

American Society for Testing and Materials. (ASTM) (1936). “Standard specification for steel welded wire reinforcement, plain, for concrete“ASTM A185, West Conshohocken, PA

American Society for Testing and Materials (ASTM). (1936). “Specification for Axle-Steel Bars for Concrete Reinforcement” ASTM A160 West Conshohocken, PA

American Society for Testing and Materials (ASTM). (1957). “Specification for high-strength deformed billet-steel bars for concrete reinforcement with 75,000 psi minimum yield strength.” ASTM A431 West Conshoshocken, PA

American Society for Testing and Materials (ASTM). (1959). “Specification for deformed billet steel bars for concrete reinforcement with 60,000 psi minimum yield point” ASTM A432 West Conshoshocken, PA

American Society for Testing and Materials (ASTM). (1963), “Specification for deformed rail steel barsfor concrete reinforcement with 60,000 psi minimum yield strength.” ASTM A61 West Conshoshocken, PA

American Society for Testing and Materials (ASTM) (1964) “Specification for steel welded wire reinforcement, deformed, for concrete” ASTM A497 West Conshoshocken, PA

American Society for Testing and Materials (ASTM). (1967). “Specification for special large size deformed billet-steel bars for concrete reinforcement.’ ASTM A408 West Conshoshocken, PA

American Society for Testing and Materials (ASTM). (1968) “Standard specification for rail-steel deformed and plain bars for concrete reinforcement” ASTM A616 West Conshoshocken, PA

American Society for Testing and Materials (ASTM) (1968) “Standard specification for axle-steel deformed and plain bars for concrete reinforcement” ASTM A617, West Conshoshocken, PA

American Society for Testing and Materials (ASTM) (1996) “Standard specification for deformed and plain stainless steel barsfor concrete reinforcement ASTM A955 West Conshoshocken, PA

American Society for Testing and Materials (ASTM). (1999). “Standard test method for penetration test and split-barrel sampling of soils.” ASTM D1586-99, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2000a). “Standard specification for fusion-bonded epoxy-coated pipe piles.” ASTM A972/A972M-00, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2001a). “Standard specification for high-strength low-alloy steel shapes of structural quality, produced by quenching and self-tempering process (QST).” ASTM A913/A913M-01, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2001b2016a). “Standard test method for compressive strength of cylindrical concrete specimens.” ASTM C39/C39M-0116, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2002a). “Standard specification for carbon steel bolts and studs, 60,000 psi tensile strength.” ASTM A307-02, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2002b2016b). “Standard specification for steel strand, uncoated seven-wire for prestressed concrete.” ASTM A416/A416M-0216, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2002c2015a). “Standard specification for uncoated stress-relieved steel wire for prestressed concrete.” ASTM A421/A421M-02, 15 West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003a). “Standard specification for high-strength low-alloy structural steel” ASTM A242/A242M-03, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003b). “Standard test methods and definitions for mechanical testing of steel products.” ASTM A370-03, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003c2016). “Standard specification for deformed and plain billet-steel bars for concrete reinforcement.” ASTM A615/A615M-03A16, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003d2015). “Standard specification for uncoated high-strength steel bar for prestressing concrete.” ASTM A722/A722M-9815, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003e2013). “Standard test method for obtaining and testing drilled cores and sawed beams of concrete.” ASTM C42/C42M-0313, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003f2014). “Standard test method for in situ compressive stress within solid unit masonry estimated using flatjack measurements.” ASTM C1196-0314, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2003g). “Standard test methods for strength of anchors in concrete and masonry element.” ASTM E488-96, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2004a). “Standard specification for carbon structural steel.” ASTM A36/A36M-04, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2004b). “Standard specification for high-strength low-alloy columbium-vanadium structural steel.” ASTM A572/A572M-04 (formerly A441/A441M), West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2013). “Standard specifications for structural clay load-bearing tile.” ASTM C34-13, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2016). “Standard test methods for sampling and testing concrete masonry units and related units.” ASTM C140-16, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2004c). “Standard specification for structural steel shapes.” ASTM A992/A992M-04, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2006a). “Standard methods for establishing structural grades and related allowable properties for visually graded lumber.” ASTM D245-06, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2006b). “Standard test methods for conducting creep, creep-rupture, and stress-rupture tests of metallic materials.” ASTM E139-06, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2009). “Standard practice for calculating sample size to estimate, with specified precision, the average for a characteristic of a lot or process,” ASTM E122-09e1, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2008). “Standard practice for dealing with outlying observation.” ASTM E178. West Conshohocken, PA, Pennsylvania.

American Society for Testing and Materials (ASTM) (20092015) “Standard test methods and definitions for mechanical testing of steel products” ASTM A370-0915 West Conshocken, PA

American Society for Testing and Materials (ASTM). (2009). “Standard specification for low-alloy steel deformed and plain bars for concrete reinforcement.” ASTM A706, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2009a). “Standard test method for in situ compressive stress within solid unit masonry estimated using flatjack measurements.” ASTM C1196-09, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2009b2014). “Standard test method for in situ measurement of masonry deformability properties using flatjack method.” ASTM C1197-0914, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2009c2016). “Standard test methods for in situ measurement of masonry mortar joint shear strength index.” ASTM C1531-0916, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2010a2013). “Standard test method for measurement of masonry flexural bond strength.” ASTM C1072-1013e1, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2010b). “Standard specification for computing the reference resistance of wood-based materials and structural connections for load and resistance factor design.” ASTM D5457-10, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2010c2015). “Standard test measures for flexural bond strength of masonry.” ASTM E518-1015, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2010d2015). “Standard test method for diagonal tension (shear) in masonry assemblages.” ASTM E519/E519M-1015, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). (2011). “Standard test method for splitting tensile strength of cylindrical concrete specimens.” ASTM C496-11, West Conshohocken, PA.

American Society for Testing and Materials (ASTM). ASTM A360.

American Water Works Association (AWWA). (1996). AWWA D100

-96.

American Welding Society (AWS). (1998). “Structural welding code—Sheet steel.” AWS D1.3, Miami.

American Welding Society (AWS). (2002). “Structural welding code—Steel.” AWS D1.1, Miami.

American Wood Council (AWC). (20122015). National design specification for wood construction. ANSI/AWC NDS-20122015, American Wood Council. Washington, DCLeesburg, VA.

American Wood Council (AWC). (20082015). Special design provisions for wind and seismic standard with commentary. ANSI/AWC SDPWS-20082015, American Wood Council. Washington, DCLeesburg, VA.

ASTM E178-08, 2008, Standard Practice for Dealing With Outlying Observations, American Society for Testing and Materials, West Conshohocken, Pennsylvania.

BOCA. (1993). National Building Code, Building Officials and Code Administrators International, Country Club Hills IL.

Brick Industry Association (BIA). (2005). “Technical notes on brick

construction TN46.” “Maintenance of brick masonry.” Brick Industry Association.

FEMA 154. (1988). Rapid visual screening of buildings for potential seismic hazards: A handbook, 1988 Edition. Prepared by the Applied Technology Council for the Federal Emergency Management Agency, Washington, D.C.

FEMA 172. (1992a). NEHRP handbook of techniques for the seismic rehabilitation of existing buildings. Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency, Washington D.C.

FEMA 178. (1992). NEHRP handbook for the seismic rehabilitation of existing buildings. Prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency. Washington, D.C.

FEMA 310. (1998). NEHRP handbook for the seismic evaluation of buildings, Prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C.

FEMA 356. (2000). Prestandard and commentary for the seismic rehabilitation of buildings, Prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C.

FEMA 368. (2001). NEHRP recommended provisions for seismic regulations for new buildings and other structures, 2000 Edition, Part 1: Provisions, prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, D.C.

FEMA 369. (2001). NEHRP recommended provisions for seismic regulations for new buildings and other structures, 2000 Edition, Part 2: Commentary, prepared by the Building Seismic Safety Council for the Federal Emergency Management Agency, Washington, D.C.

IBC. (2000). International building code, International Code Council, Falls Church, Virginia.

IBC. (20062015). International building code, International Code Council, Falls Church, Virginia.

International Code Council Evaluation Services (ICC-ES). (20112015). “Acceptance criteria for anchors in unreinforced masonry elements.” ES AC-60, Whittier, CA.

International Code Council (ICC) (2000) International building code International Code Council, Falls Church, VA

International Code Council (ICC). (2002). International building code, International Code Council, Country Club Hills, IL

International Code Council (ICC). (2003). International building code, International Code Council, Country Club Hills, IL

International Code Council (ICC). (2012a2018), International building code, International Code Council, Whittier, CA.

International Code Council (ICC). (2012b2018). International existing building code, Whittier, CA.

International Conference of Building Officials (ICBO). (1997). “Uniform building code.” UBC, Whittier, CA.

International Conference of Building Officials (ICBO). (2001). “Guidelines for the seismic retrofit of existing buildings,” GSREB. Whittier, CA

IEBC. (2003). International existing building code, International Code Council, Falls Church, Virginia.

Masonry Standards Joint Committee of the Masonry Society. (20112013). TMS 402-1113/ACI 530-1113/ASCE 5-11 13 Building code requirements for masonry structures. The Masonry Society, Boulder, CO.

Masonry Standards Joint Committee of the Masonry Society. (20112013). TMS 602-1113/ACI 530.1-1113/ASCE 6-11 13 Specification for masonry structures. The Masonry Society, Boulder, CO.

National Fire Protection Association (NFPA). (2013). “Standard for the installation of sprinkler systems.” NFPA 13, Quincy, MA.

US Department of Commerce (DOC), National Institute of Standards and Technology (NIST). (19922010). “Performance standard for wood-based structural use panels.” U.S. Product Standard PS 2-9210, Washington, DC.

US Department of Commerce (DOC), National Institute of Standards and Technology (NIST). (19952009). “Construction and industrial Structural plywood with typical APA trademarks.” U.S. Product Standard PS 1-9509, Washington, DC.

SBCC. (1994). Standard building code, Southern Building Code Congress International, Birmingham, Alabama.

SBCC (1999). Standard building code, Southern Building Code Congress International, Birmingham Alabama.

Sheet Metal and Air Conditioning Contractors National Association (SMACNA). (2008). Seismic restraint manual: guidelines for mechanical systems, 3rd edition, ANSI/SMACNA 001-2008. Chantilly, VA.

UBC. (1976). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1979). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1982). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1985). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1991). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1994). Uniform building code, International Conference of Building Officials, Whittier, California.

UBC. (1997). Uniform building code, International Conference of Building Officials, Whittier, California.