CONCRETE MASONRY WALL WEIGHTS TEK 14-13B. Table 1 4-in. (102-mm) Single Wythe Wall Weights
|
|
|
- Cody Walters
- 7 years ago
- Views:
Transcription
1 NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY WALL WEIGHTS TEK 14-13B Structural (2008) Keywords: heat capacity, single wythe walls, sound transmission classification, structural properties, unit density, wall weight INTRODUCTION Concrete masonry walls provide a range of benefits, including structural integrity, fire and sound resistance, energy efficiency, insect resistance, durability and architectural interest. Many of these attributes are measured quantitatively, and often vary directly with the weight of the concrete masonry wall. Wall weights are used directly to calculate: - Sound transmission class (STC) ratings, with heavier walls providing higher STC ratings and hence better sound insulation. See TEK 13-1B, Sound Transmission Class Ratings for Concrete Masonry Walls (ref. 1), for further information. - Seismic base shear force, with heavier walls resulting in higher base shear values. See TEK 14-12B, Seismic Design Forces on Concrete Masonry Buildings (ref. 2), for further information. - Heat capacity, an indication of thermal storage capacity, with heavier walls providing higher heat capacities and potentially better energy performance. See TEK 6-16A, Heat Capacity (HC) Values for Concrete Masonry Walls (ref. 3), for further information). - Gravity loads (wall dead loads) on structural members such as lintels and foundations. - Dead loads to resist uplift and overturning for high wind resistance. Additional wall properties are also impacted by wall weight, although estimates of these properties are based on concrete density or aggregate type, rather than directly on wall weight. TEK 2-6, Density-Related Properties of Concrete Masonry Assemblies (ref. 4), also discusses the various physical and design properties influenced by the density of concrete masonry units. Examples of these properties include: - Fire resistance ratings, with lower density walls providing more fire resistance in general. See TEK 7-1B, Fire Resistance Rating of Concrete Masonry Assemblies (ref. 5), for further information). - Thermal resistance, with lower density walls providing higher R-values and potentially better energy performance. See TEK 6-1A, R-Values of Multi-Wythe Concrete Masonry Walls, and TEK 6-2A, R-Values for Single Wythe Concrete Masonry Walls (refs. 6, 7), for further information. Tables 1 through 8 list concrete masonry wall weights for 4 to 16 inch (102 to 406 mm) thick single wythe walls. Wall weights for grouted 4-in. (102-mm) concrete masonry walls Table 1 4-in. (102-mm) Single Wythe Wall Weights Hollow No grout Face shell 13 (64) 15 (73) 16 (78) 18 (88) 19 (93) 20 (98) Hollow No grout Full 14 (68) 15 (73) 16 (78) 18 (88) 19 (93) 21 (103) Solid No grout Full 27 (132) 30 (147) 33 (161) 35 (171) 38 (186) 41 (200) Table 2 4-in. (102-mm) Single Wythe Wall Weights Half-High Units A Hollow No grout Face shell 14 (68) 15 (73) 16 (78) 18 (88) 19 (93) 20 (98) Hollow No grout Full 14 (68) 15 (73) 17 (83) 18 (88) 19 (93) 21 (103) Solid No grout Full 28 (137) 31 (151) 34 (166) 36 (176) 39 (191) 42 (205) A units have nominal face dimensions of 16 in. (406 mm) long by 4 in. (102 mm) high TEK 14-13B 2008 National Concrete Masonry Association (replaces TEK 14-13A)
2 are not provided. Because of the small core size and resulting difficulty in consolidating grout, these units are rarely grouted. Weights listed in the tables are based on the following assumptions. - Minimum face shell & web thickness requirements of Standard Specifi cation for Loadbearing Concrete Masonry Units, ASTM C (ref. 8). These values apply to most currently available concrete masonry units. The 2006 edition of ASTM C 90 included slightly reduced minimum face shell thickness requirements for concrete masonry units 10 in. (254 mm) and greater in width. These smaller face shells result in slightly lower calculated wall weights for 10, 12-, 14- and 16-in. (254-, 305-, 356-, and 406-mm) units. Note that even though ASTM C is not referenced in the International Building Code (ref. 9) until the 2009 edition, and in Building Code Requirements for Masonry Structures (ref. 10) until the 2008 edition, designers should be aware that many concrete masonry producers started complying with the reduced face shell requirements at a much earlier date. When using dead loads for beneficial effects such as overturning resistance, it is advised that the lower wall weights based on ASTM C be used. - Except as noted in Table 2, units have nominal face dimensions of 16 in. (406 mm) long by 8 in. (203 mm) high, as shown in Figure 1. - All mortar joints are 3 / 8 in. (9.5 mm) thick. The mortar joint depth is equal to the thickness of the face shell or web on which it is placed (i.e., there is no excess mortar). - Each unit has square ends and two square cores, as shown in Figure 1. - Mortar density is 125 pcf (2,003 kg/m 3 ). - Grout density is 140 pcf (2,243 kg/m 3 ). - There is no excess grout in the wall. Thickness 16 in. (406 mm) 8 in. (203 mm) (nominal dimensions shown, actual dimensions are 3 / 8 in. (9.5 mm) less) Figure 1 General Unit Configuration Assumed for Wall Weight Calculations Table 3 6-in. (152-mm) Single Wythe Wall Weights Hollow No grout Face shell 20 (98) 22 (108) 24 (117) 26 (127) 28 (137) 30 (147) Hollow No grout Full 20 (98) 22 (108) 24 (117) 26 (127) 28 (137) 31 (151) Solid No grout Full 42 (205) 46 (225) 50 (244) 55 (269) 59 (288) 63 (308) Hollow 8 (203) Full 53 (259) 56 (274) 58 (283) 60 (293) 62 (303) 64 (313) Hollow 16 (406) Face shell 37 (181) 39 (191) 41 (200) 43 (210) 45 (220) 47 (230) Hollow 24 (610) Face shell 31 (151) 33 (161) 35 (171) 37 (181) 39 (191) 41 (200) Hollow 32 (812) Face shell 28 (137) 30 (147) 32 (156) 34 (166) 37 (181) 39 (191) Hollow 40 (1,016) Face shell 26 (127) 29 (142) 31 (151) 33 (161) 35 (171) 37 (181) Hollow 48 (1,219) Face shell 25 (122) 27 (132) 30 (147) 32 (156) 34 (166) 36 (176) Hollow 56 (1,422) Face shell 25 (122) 27 (132) 29 (142) 31 (151) 33 (161) 35 (171) Hollow 64 (1,626) Face shell 24 (117) 26 (127) 28 (137) 30 (147) 32 (156) 34 (166) Hollow 72 (1,829) Face shell 23 (112) 26 (127) 28 (137) 30 (147) 32 (156) 34 (166) Hollow 80 (2,032) Face shell 23 (112) 25 (122) 27 (132) 29 (142) 31 (151) 34 (166) Hollow 88 (2,235) Face shell 23 (112) 25 (122) 27 (132) 29 (142) 31 (151) 33 (161) Hollow 96 (2,438) Face shell 23 (112) 25 (122) 27 (132) 29 (142) 31 (151) 33 (161) Hollow 104 (2,642) Face shell 22 (108) 24 (117) 27 (132) 29 (142) 31 (151) 33 (161) Hollow 112 (2,845) Face shell 22 (108) 24 (117) 26 (127) 28 (137) 30 (147) 33 (161) Hollow 120 (3,048) Face shell 22 (108) 24 (117) 26 (127) 28 (137) 30 (147) 32 (156)
3 Table 4 8-in. (203-mm) Single Wythe Wall Weights Hollow No grout Face shell 25 (122) 28 (137) 31 (151) 33 (161) 36 (176) 39 (191) Hollow No grout Full 26 (127) 28 (137) 31 (151) 34 (166) 37 (181) 39 (191) Solid No grout Full 56 (274) 62 (303) 68 (332) 74 (362) 80 (391) 86 (420) Hollow 8 (203) Full 73 (357) 76 (371) 78 (381) 81 (396) 84 (411) 86 (420) Hollow 16 (406) Face shell 49 (239) 52 (254) 55 (269) 57 (279) 60 (293) 63 (308) Hollow 24 (610) Face shell 41 (200) 44 (215) 47 (230) 49 (239) 52 (254) 55 (269) Hollow 32 (812) Face shell 37 (181) 40 (195) 43 (210) 45 (220) 48 (235) 51 (249) Hollow 40 (1,016) Face shell 35 (171) 38 (186) 40 (195) 43 (210) 46 (225) 48 (235) Hollow 48 (1,219) Face shell 33 (161) 36 (176) 39 (191) 41 (200) 44 (215) 47 (230) Hollow 56 (1,422) Face shell 32 (156) 35 (171) 38 (186) 40 (195) 43 (210) 46 (225) Hollow 64 (1,626) Face shell 31 (151) 34 (166) 37 (181) 39 (191) 42 (205) 45 (220) Hollow 72 (1,829) Face shell 31 (151) 33 (161) 36 (176) 39 (191) 41 (200) 44 (215) Hollow 80 (2,032) Face shell 30 (147) 33 (161) 35 (171) 38 (186) 41 (200) 44 (215) Hollow 88 (2,235) Face shell 30 (147) 32 (156) 35 (171) 38 (186) 40 (195) 43 (210) Hollow 96 (2,438) Face shell 29 (142) 32 (156) 35 (171) 37 (181) 40 (195) 43 (210) Hollow 104 (2,642) Face shell 29 (142) 32 (156) 34 (166) 37 (181) 40 (195) 42 (205) Hollow 112 (2,845) Face shell 29 (142) 31 (151) 34 (166) 37 (181) 39 (191) 42 (205) Hollow 120 (3,048) Face shell 28 (137) 31 (151) 34 (166) 37 (181) 39 (191) 42 (205) Table 5 10-in. (254-mm) Single Wythe Wall Weights Hollow No grout Face shell 29 (142) 32 (156) 35 (171) 38 (186) 41 (200) 45 (220) Hollow No grout Full 30 (147) 33 (161) 36 (176) 39 (191) 42 (205) 45 (220) Solid No grout Full 71 (347) 78 (381) 86 (420) 93 (454) 101 (494) 108 (528) Hollow 8 (203) Full 93 (454) 96 (469) 100 (489) 103 (503) 106 (518) 109 (533) Hollow 16 (406) Face shell 61 (298) 64 (313) 68 (332) 71 (347) 74 (362) 77 (376) Hollow 24 (610) Face shell 50 (244) 54 (264) 57 (279) 60 (293) 63 (308) 66 (323) Hollow 32 (812) Face shell 45 (220) 48 (235) 51 (249) 54 (264) 58 (283) 61 (298) Hollow 40 (1,016) Face shell 42 (205) 45 (220) 48 (235) 51 (249) 54 (264) 58 (283) Hollow 48 (1,219) Face shell 40 (195) 43 (210) 46 (225) 49 (239) 52 (254) 55 (269) Hollow 56 (1,422) Face shell 38 (186) 41 (200) 44 (215) 48 (235) 51 (249) 54 (264) Hollow 64 (1,626) Face shell 37 (181) 40 (195) 43 (210) 46 (225) 50 (244) 53 (259) Hollow 72 (1,829) Face shell 36 (176) 39 (191) 42 (205) 46 (225) 49 (239) 52 (254) Hollow 80 (2,032) Face shell 35 (171) 39 (191) 42 (205) 45 (220) 48 (235) 51 (249) Hollow 88 (2,235) Face shell 35 (171) 38 (186) 41 (200) 44 (215) 47 (230) 50 (244) Hollow 96 (2,438) Face shell 34 (166) 37 (181) 41 (200) 44 (215) 47 (230) 50 (244) Hollow 104 (2,642) Face shell 34 (166) 37 (181) 40 (195) 43 (210) 46 (225) 50 (244) Hollow 112 (2,845) Face shell 34 (166) 37 (181) 40 (195) 43 (210) 46 (225) 49 (239) Hollow 120 (3,048) Face shell 33 (161) 36 (176) 40 (195) 43 (210) 46 (225) 49 (239)
4 Table 6 12-in. (305-mm) Single Wythe Wall Weights Hollow No grout Face shell 32 (156) 35 (171) 39 (191) 42 (205) 46 (225) 49 (239) Hollow No grout Full 33 (161) 36 (176) 40 (195) 43 (210) 47 (230) 50 (244) Solid No grout Full 86 (420) 95 (464) 104 (508) 113 (552) 122 (596) 131 (640) Hollow 8 (203) Full 114 (557) 118 (577) 121 (591) 125 (611) 128 (626) 132 (645) Hollow 16 (406) Face shell 73 (357) 77 (376) 80 (391) 84 (411) 87 (425) 90 (440) Hollow 24 (610) Face shell 59 (288) 63 (308) 66 (323) 70 (342) 73 (357) 77 (376) Hollow 32 (812) Face shell 52 (254) 56 (274) 59 (288) 63 (308) 66 (323) 70 (342) Hollow 40 (1,016) Face shell 48 (235) 52 (254) 55 (269) 59 (288) 62 (303) 66 (323) Hollow 48 (1,219) Face shell 46 (225) 49 (239) 53 (259) 56 (274) 59 (288) 63 (308) Hollow 56 (1,422) Face shell 44 (215) 47 (230) 51 (249) 54 (264) 57 (279) 61 (298) Hollow 64 (1,626) Face shell 42 (205) 46 (225) 49 (239) 53 (259) 56 (274) 59 (288) Hollow 72 (1,829) Face shell 41 (200) 44 (215) 48 (235) 51 (249) 55 (269) 58 (283) Hollow 80 (2,032) Face shell 40 (195) 44 (215) 47 (230) 50 (244) 54 (264) 57 (279) Hollow 88 (2,235) Face shell 39 (191) 43 (210) 46 (225) 50 (244) 53 (259) 57 (279) Hollow 96 (2,438) Face shell 39 (191) 42 (205) 46 (225) 49 (239) 53 (259) 56 (274) Hollow 104 (2,642) Face shell 38 (186) 42 (205) 45 (220) 49 (239) 52 (254) 55 (269) Hollow 112 (2,845) Face shell 38 (186) 41 (200) 45 (220) 48 (235) 52 (254) 55 (269) Hollow 120 (3,048) Face shell 37 (181) 41 (200) 44 (215) 48 (235) 51 (249) 55 (269) Table 7 14-in. (356-mm) Single Wythe Wall Weights Hollow No grout Face shell 35 (171) 38 (186) 42 (205) 46 (225) 50 (244) 54 (264) Hollow No grout Full 36 (176) 40 (195) 43 (210) 47 (230) 51 (249) 55 (269) Solid No grout Full 100 (489) 111 (542) 121 (591) 132 (645) 142 (694) 153 (748) Hollow 8 (203) Full 135 (660) 139 (679) 143 (699) 147 (718) 150 (733) 154 (753) Hollow 16 (406) Face shell 85 (415) 89 (435) 93 (454) 96 (469) 100 (489) 104 (508) Hollow 24 (610) Face shell 68 (332) 72 (352) 76 (371) 80 (391) 83 (406) 87 (425) Hollow 32 (812) Face shell 60 (293) 64 (313) 67 (327) 71 (347) 75 (367) 79 (386) Hollow 40 (1,016) Face shell 55 (269) 59 (288) 62 (303) 66 (323) 70 (342) 74 (362) Hollow 48 (1,219) Face shell 51 (249) 55 (269) 59 (288) 63 (308) 67 (327) 70 (342) Hollow 56 (1,422) Face shell 49 (239) 53 (259) 57 (279) 60 (293) 64 (313) 68 (332) Hollow 64 (1,626) Face shell 47 (230) 51 (249) 55 (269) 59 (288) 62 (303) 66 (323) Hollow 72 (1,829) Face shell 46 (225) 50 (244) 53 (259) 57 (279) 61 (298) 65 (318) Hollow 80 (2,032) Face shell 45 (220) 49 (239) 52 (254) 56 (274) 60 (293) 64 (313) Hollow 88 (2,235) Face shell 44 (215) 48 (235) 51 (249) 55 (269) 59 (288) 63 (308) Hollow 96 (2,438) Face shell 43 (210) 47 (230) 51 (249) 54 (264) 58 (283) 62 (303) Hollow 104 (2,642) Face shell 42 (205) 46 (225) 50 (244) 54 (264) 58 (283) 61 (298) Hollow 112 (2,845) Face shell 42 (205) 46 (225) 49 (239) 53 (259) 57 (279) 61 (298) Hollow 120 (3,048) Face shell 41 (200) 45 (220) 49 (239) 53 (259) 57 (279) 60 (293)
5 Table 8 16-in. (406-mm) Single Wythe Wall Weights Hollow No grout Face shell 37 (181) 42 (205) 46 (225) 50 (244) 54 (264) 58 (283) Hollow No grout Full 39 (191) 43 (210) 47 (230) 51 (249) 55 (269) 60 (293) Solid No grout Full 115 (562) 127 (621) 139 (679) 151 (738) 163 (797) 175 (855) Hollow 8 (203) Full 156 (762) 160 (782) 164 (801) 168 (821) 173 (845) 177 (865) Hollow 16 (406) Face shell 97 (474) 101 (494) 105 (513) 109 (533) 114 (557) 118 (577) Hollow 24 (610) Face shell 77 (376) 81 (396) 85 (415) 90 (440) 94 (459) 98 (479) Hollow 32 (812) Face shell 67 (327) 71 (347) 76 (371) 80 (391) 84 (411) 88 (430) Hollow 40 (1,016) Face shell 61 (298) 65 (318) 70 (342) 74 (362) 78 (381) 82 (401) Hollow 48 (1,219) Face shell 57 (279) 61 (298) 66 (323) 70 (342) 74 (362) 78 (381) Hollow 56 (1,422) Face shell 54 (264) 59 (288) 63 (308) 67 (327) 71 (347) 75 (367) Hollow 64 (1,626) Face shell 52 (254) 56 (274) 61 (298) 65 (318) 69 (337) 73 (357) Hollow 72 (1,829) Face shell 51 (249) 55 (269) 59 (288) 63 (308) 67 (327) 71 (347) Hollow 80 (2,032) Face shell 49 (239) 54 (264) 58 (283) 62 (303) 66 (323) 70 (342) Hollow 88 (2,235) Face shell 48 (235) 52 (254) 57 (279) 61 (298) 65 (318) 69 (337) Hollow 96 (2,438) Face shell 47 (230) 52 (254) 56 (274) 60 (293) 64 (313) 68 (332) Hollow 104 (2,642) Face shell 47 (230) 51 (249) 55 (269) 59 (288) 63 (308) 67 (327) Hollow 112 (2,845) Face shell 46 (225) 50 (244) 54 (264) 58 (283) 63 (308) 67 (327) Hollow 120 (3,048) Face shell 45 (220) 50 (244) 54 (264) 58 (283) 62 (303) 66 (323) REFERENCES 1. Sound Transmission Class Ratings for Concrete Masonry Walls, TEK 13-1B. National Concrete Masonry Association, Seismic Design Forces on Concrete Masonry Buildings, TEK 14-12B. National Concrete Masonry Association, Heat Capacity (HC) Values for Concrete Masonry Walls, TEK 6-16A. National Concrete Masonry Association, Density-Related Properties of Concrete Masonry Assemblies, TEK 2-6. National Concrete Masonry Association, Fire Resistance Rating of Concrete Masonry Assemblies, TEK 7-1B. National Concrete Masonry Association, R-Values of Multi-Wythe Concrete Masonry Walls, TEK 6-1A. National Concrete Masonry Association, R-Values for Single Wythe Concrete Masonry Walls, TEK 6-2A. National Concrete Masonry Association, Standard Specifi cation for Loadbearing Concrete Masonry Units, ASTM C ASTM International, International Building Code. International Code Council, 2003, 2006 and Building Code Requirements for Masonry Structures, ACI 530/ASCE 5/TMS 402. Reported by the Masonry Standards Joint Committee, 2002, 2005 and Provided by: NCMA and the companies disseminating this technical information disclaim any and all responsibility and liability for the accuracy and the application of the information contained in this publication. NATIONAL CONCRETE MASONRY ASSOCIATION To order a complete TEK Manual or TEK Index, Sunrise Valley Drive, Herndon, Virginia contact NCMA Publications (703)
R-VALUES AND U-FACTORS OF SINGLE WYTHE CONCRETE MASONRY WALLS. TEK 6-2B Energy & IAQ (2009) Related TEK: 6-1B, 6-11, 6-12C INTRODUCTION
An information series from the national authority on concrete masonry technology R-VALUES AND U-FACTORS OF SINGLE WYTHE CONCRETE MASONRY WALLS TEK 6-2B Energy & IAQ (2009) INTRODUCTION Single wythe concrete
R-VALUES AND U-FACTORS OF SINGLE WYTHE CONCRETE MASONRY WALLS. TEK 6-2C Energy & IAQ (2013) Related TEK: 2-5B, 6-1C, 6-4B, 6-11A, 6-12C, 6-12D, 6-12E
An information series from the national authority on concrete masonry technology R-VALUES AND U-FACTORS OF SINGLE WYTHE CONCRETE MASONRY WALLS TEK 6-2C Energy & IAQ (201) INTRODUCTION Single wythe concrete
Compliance Software COMcheck 2 and ENVSTD 3
CMU walls comply with energy codes for commercial buildings in many climates WITHOUT the addition of continuous insulation Here are compliance options for above grade, non residential, single wythe CMU
Understanding BS EN 771-3: Aggregate concrete masonry units
60 Charles Street, Leicester LE1 1FB Tel: 0116 253 6161 Fax: 0116 251 4568 Email: enquiries@cba-blocks.org.uk Website: www.cba-blocks.org.uk February 2006 Understanding BS EN 771-3: Aggregate concrete
Technical Notes 3B - Brick Masonry Section Properties May 1993
Technical Notes 3B - Brick Masonry Section Properties May 1993 Abstract: This Technical Notes is a design aid for the Building Code Requirements for Masonry Structures (ACI 530/ASCE 5/TMS 402-92) and Specifications
NCMA TEK CONCRETE MASONRY FOUNDATION WALL DETAILS. TEK 5-3A Details (2003)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY FOUNDATION WALL DETAILS TEK 5-3A Details (2003) Keywords:
Dimensioning and Estimating Brick Masonry
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 10 February 2009 Dimensioning and Estimating Brick Masonry Abstract: This Technical
Fire Resistance of Brick Masonry
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 Fire Resistance of Brick Masonry 16 March 2008 Abstract: This Technical Note presents
1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 41 January 2008 Hollow Brick Masonry Abstract: This Technical Note presents information
LEGACY REPORT. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council. *Corrected March 2014
ICC-ES Legacy Report PFC-3700* Issued October 2003 www.icc-es.org (00) 423-57 (52) 99-0543 A Subsidiary of the International Code Council Legacy report on the 1997 Uniform Building Code and the 2000 International
Coursing Tables, Metric Shapes and Sizes
Coursing Tables, Metric Shapes and Sizes By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA 3.1 The Anatomy of a Standard Concrete Block Masonry Unit A perspective view of a standard,
ICC-ES Evaluation Report
ICC-ES Evaluation Report ESR-2369 Reissued May 1, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
Section 5A: Guide to Designing with AAC
Section 5A: Guide to Designing with AAC 5A.1 Introduction... 3 5A.3 Hebel Reinforced AAC Panels... 4 5A.4 Hebel AAC Panel Design Properties... 6 5A.5 Hebel AAC Floor and Roof Panel Spans... 6 5A.6 Deflection...
Introduction to Energy Performance of Brick Masonry
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 Introduction to Energy Performance of Brick Masonry 4 January 2016 Abstract: Thermal
WATER PENETRATION TESTING OF STUCCO ON CONCRETE MASONRY CONSTRUCTION
WATER PENETRATION TESTING OF STUCCO ON CONCRETE MASONRY CONSTRUCTION for Florida Concrete & Products Association and NCMA Education and Research Foundation Conducted by: Masonry Information Technologists
UPDATE October 8, 2012 Chicago Roofing Contractors Association CHICAGOLAND S ROOFING, INSULATION, AIR-BARRIER REQUIREMENTS
UPDATE October 8, 2012 Chicago Roofing Contractors Association CHICAGOLAND S ROOFING, INSULATION, AIR-BARRIER REQUIREMENTS Executive Summary: There is a proposal at the Joint Committee on Administrative
Structural fire design Eurocode 5-1.2 Timber structures
Background and Applications Brussels, 18-20 February 2008 Dissemination of information workshop 1 Structural fire design Eurocode 5-1.2 Timber structures Jochen Fornather Austrian Standards Institute jochen.fornather@on-norm.at
1997 Uniform Administrative Code Amendment for Earthen Material and Straw Bale Structures Tucson/Pima County, Arizona
for Earthen Material and Straw Bale Structures SECTION 70 - GENERAL "APPENDIX CHAPTER 7 - EARTHEN MATERIAL STRUCTURES 70. Purpose. The purpose of this chapter is to establish minimum standards of safety
MATERIALS. Table 1 Mortar Proportions by Volume (Ref. 12)
NCMA TEK National Concrete Masonry Association an information series from the national authority on concrete masonry technology CONCRETE MASONRY BASEMENT WALL CONSTRUCTION TEK 3- Construction (200) Keywords:
Dubai Municipality Standard DMS 1: Part 5: 2004
Specification for precast concrete blocks Part 5: Normal-weight concrete-polystyrene sandwich masonry blocks Issue Date Revision Revision Description Prepared by Approved by Authorized by 19/12/2004 Issue
MANUFACTURED HOUSING USED AS DWELLINGS
MANUFACTURED HOUSING USED AS DWELLINGS SECTION AE101 SCOPE AE101.1 General. These provisions shall be applicable only to a manufactured home used as a single dwelling unit and shall apply to the following:
Architectural Concrete Masonry
1. Adams Profile Split Face Units (PSF). 2. Adams Profile Split Face Single Score Units (PSF-1). 3. Adams Profile Split Face Double Score Units (PSF-2) 4. Adams Profile Wide Split Rib Four Units (PWSR-4).
Trusted SECTION: 04 HILTI, INC. TULSA, Conformity! ICC-ES Evaluation. not specifically. Copyright 2015
0 ICC ES Report ICC ES (800) 42 6587 (562) 699 054 www.icc es.orgg 000 Most Widely Accepted and Trusted ESR 2269 Reissued 02/205 This report is subject to renewal 02/207. DIVISION: 0 00 00 CONCRETE SECTION:
Load Design Charts. R-CONTROL SIPs STRUCTURAL INSULATED PANELS. www.r-control.com CONTROL, NOT COMPROMISE.
R-CONTROL s STRUCTURAL INSULATED PANELS Note: Information deemed reliable at time of printing. Please visit www.r-control.com for latest information. June 2012 CONTROL, NOT COMPROMISE. www.r-control.com
COMMONLY USED RESIDENTIAL BUILDING CODES
COMMONLY USED RESIDENTIAL BUILDING CODES INTERNATIONAL RESIDENTIAL CODE (2009) form revised 5/10 FOUNDATION 1. DESIGN OF FORMWORK. Section 1906.1 IBC 2009, Section R404.1.2.3.6 IRC 2009, ACI 318 Section
Certification: Building Plans Examiner. Exam ID: B3
Certification: Building Plans Examiner Exam ID: B3 Scope: A Building Plans Examiner will be responsible for reviewing submitted plans to determine if they meet the requirements of the various Building
THE DOW CHEMICAL COMPANY Issued: August 1, 2008 200 LARKIN CENTER 1605 JOSEPH DRIVE MIDLAND MICHIGAN 48674 (989) 638-8655 www.dowbuildingmaterials.
ICC EVALUATION SERVICE, INC. EvaluateP InformP Protect Los Angeles Business/Regional OfficeP 5360 Workman Mill RoadP Whittier, CA 90601 (562) 699-0543 phonep (562) 695-4694 fax DIVISION: Section: 6 WOOD
CHIMNEYS AND FIREPLACES
CHAPTER 10 CHIMNEYS AND FIREPLACES > > Pursuant to ORS 215.730, if a single-family dwelling located on forest-zoned lands has a chimney or chimneys, each chimney shall have a spark arrester. SECTION R1001
SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS. Prepared by Risi Stone Systems Used by permission.
SIENA STONE GRAVITY RETAINING WALL INSTALLATION SPECIFICATIONS Prepared by Risi Stone Systems Used by permission. 1-800-UNILOCK www.unilock.com FOREWORD This outline specification has been prepared for
SOILS AND FOUNDATIONS
CHAPTER 1 SOILS AND FOUNDATIONS SECTION 101 GENERAL 101.1 Scope. The provisions of this chapter shall apply to building and foundation systems in those areas not subject to scour or water pressure by wind
Fire and Concrete Structures
Fire and Concrete Structures Authors: David N. Bilow, P.E., S.E., Director, Engineered Structures, Portland Cement Association 5420 Old Orchard Road, Skokie, IL 60077,Phone 847-972-9064, email: dbilow@cement.org
EXPANDED POLYSTYRENE (EPS) INSULATION BOARD SPECIFICATIONS
EXPANDED POLYSTYRENE (EPS) INSULATION BOARD SPECIFICATIONS 1. SCOPE 1.1 This specification covers the type, physical properties and dimensions of Expanded Polystyrene Insulation Board intended for use
DIVISION: 04 00 00 MASONRY SECTION: 04 05 19.16 MASONRY ANCHORS REPORT HOLDER: HILTI, INC. 7250 DALLAS PARKWAY, SUITE 1000 PLANO, TEXAS 75024
0 ICC-ES Report ICC-ES (800) 423-6587 (562) 699-0543 www.icc-es.org 000 Most Widely Accepted and Trusted ESR-3342 Reissued 08/2015 This report is subject to renewal 08/2017. DIVISION: 04 00 00 MASONRY
STRUCTURAL TESTS AND SPECIAL INSPECTIONS
CHAPTER 17 STRUCTURAL TESTS AND SPECIAL INSPECTIONS SECTION 1701 GENERAL 1701.1 Scope. The provisions of this chapter shall apply to Class I buildings and shall govern the quality, workmanship and requirements
Foundations 65 5 FOUNDATIONS. by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. Seismic Retrofit Training
Foundations 65 5 FOUNDATIONS by Richard Chylinski, FAIA and Timothy P. McCormick, P.E. 66 Foundations Foundations 67 FOUNDATIONS Let's assume that the retrofit has been done correctly from the roofline
Roof insulations must perform the basic function of helping to control fluctuations in building interior temperature
Thermal Values Roof insulations must perform the basic function of helping to control fluctuations in building interior temperature relative to changing exterior temperatures. By reducing interior temperature
Heating Load Calculation
Heating Load Calculation ME 425 Air Conditioning System Design Keith E. Elder, P.E. Heating Load Calculation The heating load calculation begins with the determination of heat loss through a variety of
TECHNICAL NOTE. Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006 IBC. On Cold-Formed Steel Construction INTRODUCTION
TECHNICAL NOTE On Cold-Formed Steel Construction 1201 15th Street, NW, Suite 320 W ashington, DC 20005 (202) 785-2022 $5.00 Design of Diagonal Strap Bracing Lateral Force Resisting Systems for the 2006
Built to Last. Built for Beauty. Good. Solid. Logix. TM
Built to Last. Built for Beauty. Good. Solid. Logix. TM Quality, Value and Service Introducing LOGIX Insulated Concrete Forms. Based on the simple concept of interlocking blocks, LOGIX ICF gives you a
COMMERCIAL ITEM DESCRIPTION PACKAGING MATERIAL, SHEET
[METRIC] A-A-59135 28 OCTOBER 1997 SUPERSEDING PPP-C-1752D(3) 1 FEBRUARY 1993 COMMERCIAL ITEM DESCRIPTION PACKAGING MATERIAL, SHEET The General Services Administration has authorized the use of this commercial
Firewalls. By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA. w w w. c c m p a. c a 5A-0
By Gary Sturgeon, B.Eng., MSc., P.Eng. Technical Services Engineer, CCMPA 5A-0 This Chapter of the CCMPA Metric Technical Manual has been largely reproduced from Firewalls, A Design Guide, published by
Vestibule Case Study. Vestibule Requirement Intent [2003 IECC, 2006 IECC, 2003 IBC, 2006 IBC, 90.1-2001, 90.1-2004]
![Vestibule Case Study. Vestibule Requirement Intent [2003 IECC, 2006 IECC, 2003 IBC, 2006 IBC, 90.1-2001, 90.1-2004]](/thumbs/24/2939769.jpg "Vestibule Case Study. Vestibule Requirement Intent [2003 IECC, 2006 IECC, 2003 IBC, 2006 IBC, 90.1-2001, 90.1-2004]")
Vestibule Case Study [2003 IECC, 2006 IECC, 2003 IBC, 2006 IBC, 90.1-2001, 90.1-2004] Vestibule Requirement Intent Page 1 of 14 The primary intent behind the requirement for a vestibule is to reduce infiltration
Chapter 3 FOUNDATIONS AND FOUNDATION WALLS
Chapter 3 FOUNDATIONS AND FOUNDATION WALLS This chapter discusses foundations and foundation walls constructed using the two most common foundation materials concrete and masonry. Although the IRC permits
Adding Brick Veneer to Existing Construction
TECHNICAL NOTES on Brick Construction 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 28A April 2008 Adding Brick Veneer to Construction Abstract: This Technical Note presents
CONCRETE SEGMENTAL RETAINING WALL SYSTEM
CONCRETE SEGMENTAL RETAINING WALL SYSTEM PART 1: GENERAL SPECIFICATIONS 1.01 Work Included A. Work shall consist of furnishing and constructing a Rockwood Vintage TM unit segmental retaining wall (SRW)
Designing with Autoclaved
Solutions for the Construction Industry July 2008 Designing with Autoclaved Aerated Concrete New provisions and sustainable properties Photo James F. Wilson by William D. Palmer Jr., PE Autoclaved aerated
Lightweight Partition Design for Residential and Commercial Buildings
Lightweight Partition Design for Residential and Commercial Buildings Stanley D. Gatland II, CertainTeed Corporation, Valley Forge, Pennsylvania Guidelines are presented for the design and proper installation
Building Concrete Masonry Homes: Design and Construction Issues
U.S Department of Housing and Urban Development Office of Policy Development and Research Building Concrete Masonry Homes: Design and Construction Issues Building Concrete Masonry Homes: Design and Construction
STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM
Chapter 9 STRUCTURAL CONCEPT FOR LIGHT GAUGE STEEL FRAME SYSTEM 9.1 BACKGROUND Steel is widely used in the construction of multi-storey buildings. However, steel construction is seldom used and is traditionally
POST AND FRAME STRUCTURES (Pole Barns)
POST AND FRAME STRUCTURES (Pole Barns) Post and frame structures. The following requirements serve as minimum standards for post and frame structures within all of the following structural limitations:
APPLICATION INFORMATION FOR RESIDENTIAL ROOFING AND RESIDENTIAL ROOFING PACKET
Environmental Protection and Growth Management Department PERMITTING, LICENSING AND CONSUMER PROTECTION DIVISION 1 N. University Drive, Box #302 Plantation, Florida 33324 954-765-4400 www.broward.org/permittingandlicensing
ALLOWABLE STRESS DESIGN OF CONCRETE MASONRY BASED ON THE 2012 IBC & 2011 MSJC. TEK 14-7C Structural (2013)
An inforation series fro the national authority on concrete asonry technology ALLOWABLE STRESS DESIGN OF CONCRETE MASONRY BASED ON THE 2012 IBC & 2011 MSJC TEK 14-7C Structural (2013) INTRODUCTION Concrete
The Difference Between Cast Stone and Adhered Manufactured Stone Masonry Veneer
Submitted 9/16/08 For publication - Feb 2009 Masonry Construction Magazine by Bill Russell Chairman, Cast Stone Institute Committee on Educational Standards On many construction documents today, there
CHAPTER 21 MASONRY SECTION
CHAPTER 2 MASONRY SECTION 20 GENERAL 20. Scope. This chapter shall govern the materials, design, construction and quality of masonry. 20.2 Design methods. Masonry shall comply with the provisions of one
Fire 2This Technical Bulletin has been commissioned by the UK SIP Association in
REV 1-12.12.11/TB002 Technical Bulletin Fire 2This Technical Bulletin has been commissioned by the UK SIP Association in conjunction with TRADA Technology and is intended to provide the reader with introductory
How To Test Water Penetration On Concrete Block And Mortar
WATER PENETRATION TEST ON CONCRETE BLOCK MASONRY Vilató, Rolando Ramirez 1 1 PhD, Prof., Mackenzie Presbyterian University, School of Engineering, São Paulo, rolandovilato@yahoo.com This paper considers
Why Steel? Performance Study of Steel Doors and Frames Compared to Other Materials. September 2015. Sponsored by SDI, HMMA, CSDMA
Why Steel? Performance Study of Steel Doors and Frames Compared to Other Materials September 2015 Sponsored by SDI, HMMA, CSDMA CANADIAN STEEL DOOR MANUFACTURERS ASSOCIATION L'ASSOCIATION CANADIENNE DES
Introduction...COMB-2 Design Considerations and Examples...COMB-3
SECTION DIRECTORY General Information Introduction...COMB-2 Design Considerations and Examples...COMB-3 Combination Assembly Recommendations and Limitations Composite Configurations...COMB-4 Typical Sealant
ICC-ES Evaluation Report Reissued September, 2010 This report is subject to re-examination in one year.
ICC-ES Evaluation Report ESR-2270 Reissued September, 2010 This report is subject to re-examination in one year. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council
How To Design A Post Tensioned Deck For A Building
SAMUEL ÁVILA STRUCTURAL OPTION FACULTY CONSULTANT: THOMAS BOOTHBY UNIVERSITY OF CENTRAL FLORIDA S ACADEMIC VILLAGES ORLANDO, FL THESIS PROPOSAL EXECUTIVE SUMMARY DECEMBER 12, 2005 Introduction: The University
STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES
ROOFING APPLICATION STANDARD (RAS) No. 117 STANDARD REQUIREMENTS FOR BONDING OR MECHANICAL ATTACHMENT OF INSULATION PANELS AND MECHANICAL ATTACHMENT OF ANCHOR AND/OR BASE SHEETS TO SUBSTRATES Scope 1.1.
Guide for SOLID CONCRETE BLOCK SEALS
Guide for SOLID CONCRETE BLOCK SEALS July, 2006 Mine Safety and Health Administration SOLID CONCRETE BLOCK SEAL Formersection 30 CFR 75.335(a)(1) specifies requirements for seals constructed using solid
780 CMR 60.00 CHIMNEYS, FIREPLACES AND SOLID FUEL-BURNING APPLIANCES
780 CMR 60.00 CHIMNEYS, FIREPLACES AND SOLID FUEL-BURNING APPLIANCES 780 CMR 6001 MASONRY CHIMNEYS 6001.1 General. Masonry chimneys shall be constructed, anchored, supported and reinforced as required
Residential Foundation Design Options and Concepts
PDHonline Course S198 (8 PDH) Residential Foundation Design Options and Concepts Instructor: George E. Thomas, PE 2012 PDH Online PDH Center 5272 Meadow Estates Drive Fairfax, VA 22030-6658 Phone & Fax:
APE T CFRP Aslan 500
Carbon Fiber Reinforced Polymer (CFRP) Tape is used for structural strengthening of concrete, masonry or timber elements using the technique known as Near Surface Mount or NSM strengthening. Use of CFRP
Building Construction. Structural Systems 1. Load-bearing wall construction 2. Skeleton framing 3. Combination of the two
Structural Systems 1. Load-bearing wall construction 2. Skeleton framing 3. Combination of the two Factors governing type selection Economics not necessarily the one that requires the least structural
The Effect of Forced Air Cooling on Heat Sink Thermal Ratings
zpero 1 The Effect of Forced Air Cooling on Heat Sink Thermal Ratings By Paul Bachman, Fellow Engineer & Ronnie Haiduk, Applications Engineer, Crydom, Inc. ABSTRACT A heat sink s ability to dissipate thermal
HOW METAL BUILDING INSURANCE COSTS COMPARE TO OTHER BUILDING TYPES
MBMA INSURANCE BULLETIN no. 15 HOW METAL BUILDING INSURANCE COSTS COMPARE TO OTHER BUILDING TYPES Contractors who build with other products will compete with metal buildings based on an assumption that
www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council *Revised April 2014
ICC-ES Evaluation Report ESR-1647* Issued July 2013 This report is subject to renewal August 1, 2015. www.icc-es.org (800) 423-6587 (562) 699-0543 A Subsidiary of the International Code Council DIVISION:
SINGLE FAMILY RESIDENCE HURRICANE MITIGATION APPLICATION
SINGLE FAMILY RESIDENCE HURRICANE MITIGATION APPLICATION As of October 1, 2007, this mitigation form must be submitted as part of the roofing permit application package. Secondary water barrier (if applicable)
RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000
RESIDENTIAL ROOFING & RE-ROOFING, ROOF VENTILATION AND ROOF SHEATHING REQUIREMENTS MICHIGAN RESIDENTIAL CODE 2000 SECTION R905 REQUIREMENTS FOR ROOF COVERINGS R905.1 Roof covering application. Roof coverings
Fiberglas, Exterior Wall Thermal Insulation
PROJECT ENGINEER RESPONSIBILITY: This is a general specification guide, intended to be used by experienced construction professionals, in conjunction with good construction practice and professional judgment.
FOUNDATIONS CHAPTER 4
CHAPTER 4 FOUNDATIONS SECTION R401 GENERAL R401.1 Application. The provisions of this chapter shall control the design and construction of the foundation and foundation spaces for all buildings. Wood foundations
Tremco Fire Protection Systems Group Technical Bulletin
Compartmentalization products and design play a key role in protecting lives and property from fire. Understanding the tools and techniques available for firestopping is of utmost importance to designers,
MAJOR 2015 MN RESIDENTIAL CODE CHANGES Effective Date: January 24 th, 2015
MAJOR 2015 MN RESIDENTIAL CODE CHANGES Effective Date: January 24 th, 2015 **Disclaimer: This document is to serve as informational purposes only. This is not a code book or a final interpretation of the
Technical Assignment 2 TABLE OF CONTENTS
2 TABLE OF CONTENTS Executive Summary...3 Introduction..5 Gravity Loads......6 Design Codes......7 Materials..8 Existing Structural System.. 10 Existing Floor System 15 Alternate Floor Framing Systems...17
EXPERT OPINION on the applicability of the construction technology "GRÈMOUND non-tectonic system on grounds of the documentation submitted
ÉMI Építésügyi Minőségellenőrző Innovációs Nonprofit Kft. [ÉMI Non-Profit Limited Liability Company for Quality Control and Innovation in Building; ÉMI Non-Profit Ltd.] Address: 1113 Budapest, Diószegi
MODELLING OF AN INFILL WALL FOR THE ANALYSIS OF A BUILDING FRAME SUBJECTED TO LATERAL FORCE
International Journal of Civil Engineering and Technology (IJCIET) Volume 7, Issue 1, Jan-Feb 2016, pp. 180-187, Article ID: IJCIET_07_01_015 Available online at http://www.iaeme.com/ijciet/issues.asp?jtype=ijciet&vtype=7&itype=1
Design Development Quality Management Phase Checklist Project Phase Checklist Series
Best Practices Design Checklist Project Phase Checklist Series Contributed by Micheal J. Lough, AIA, Principal, Integral Consulting The AIA collects and disseminates Best Practices as a service to AIA
Windows are one of the most important components of a
design concepts Arjun Kamal MAKING BETTER INDOOR ENVIRONMENTS WITH ENERGY-EFFICIENT WINDOW DESIGN An insight into the various technologies used for constructing windows, and an attempt at understanding
TECHNICAL OPINION 01045/15/Z00NP. Warszawa, June 2015
editis Institute of Building Technique Together to the future Notified body No. 1488 Member of the EOTA Accreditation Certificates of the PCA No. AB 023, AC 020, AC 072, AP 113 FIRE RESEARCH DEPARTMENT
The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16.
The following excerpt are pages from the North American Product Technical Guide, Volume 2: Anchor Fastening, Edition 16. Please refer to the publication in its entirety for complete details on this product
SEISMIC DESIGN. Various building codes consider the following categories for the analysis and design for earthquake loading:
SEISMIC DESIGN Various building codes consider the following categories for the analysis and design for earthquake loading: 1. Seismic Performance Category (SPC), varies from A to E, depending on how the
ISO Types 1-6: Construction Code Descriptions
ISO 1 Frame (combustible walls and/or roof) Class 1B Buildings where the exterior walls are wood or other combustible materials, including construction where the combustible materials are combined with
Terms and Definitions In Canada
Terms and Definitions In Canada Most of the following terms and definitions are taken directly from the National Building Code and referenced Test Methods. Learning these terms will provide an important
YTONG Product list. www.ytong.bg
YTONG Product list www.ytong.bg 1 Autoclaved aerated concrete blocks YTONG Ytong is a well-known international brand name which stands for aerated concrete products. The products have unlimited constructional
Pyroguard Wired Glass
Fire-rated Glass Pyroguard Wired Glass Where glass becomes architecture Section 15 03 Introduction Oldcastle Glass stocks nonwired Pyroguard laminated safety glass and polished wired glass for commercial,
Xella. Masonry innovations seminar. 16 February 2016
Xella Masonry innovations seminar 16 February 2016 The Xella Group Important brand manufacturer for building materials and lime With Ytong, Hebel and Silka the biggest producer of autoclaved aerated concrete
Investigation of thermal resistance and bridging in examples of contemporary and vernacular solid wall architecture
Investigation of thermal resistance and bridging in examples of contemporary and vernacular solid wall architecture Oliver Kinnane, PhD March BE Jennifer McGinn, MAI Patrick O Shea MAI John Grimes, MPhil
Asphalt Shingle Application Requirements
Alberta Allied Roofing Association Asphalt Shingle Application Requirements Section 1 Roof Decks 1.1 General Asphalt Shingles are not permitted to be installed directly over rigid insulation. When Asphalt
Ceramic Glazed Brick Exterior Walls
TECHNICAL NOTES on Brick Construction 13 1850 Centennial Park Drive, Reston, Virginia 20191 www.gobrick.com 703-620-0010 Ceramic Glazed Brick Exterior Walls Abstract: Buildings and other structures employ
CERTIFICATE NAME OF PRODUCT MANUFACTURER PRODUCT DESCRIPTION CERTIFICATION PROCEDURE. No VTT C-6044-10 Date of issue 11.10.2010, Updated July 1, 2011
CERTIFICATE NAME OF PRODUCT No VTT C-6044-10 Date of issue 11.10.2010, Updated July 1, 2011 H-CONTROL REFLEX+ reflective insulating vapour control layer for roof and wall applications MANUFACTURER ACTIS
UX-30 PERFORMANCE TESTING SUMMARY REPORT Revision 0
UX-30 PERFORMANCE TESTING SUMMARY REPORT Revision 0 Prepared By: Patrick L. Paquin, EnergySolutions Date Reviewed By: Mirza I. Baig, EnergySolutions Date Approved By: Thomas F. Dougherty, Columbiana Hi
PROJECT SUMMARY. Scope of work details: (If phased construction, please see plan submittal guidelines.)
APPENDIX B BUILDING CODE SUMMARY FOR ALL COMMERCIAL FIRE RESTORATION PROJECTS (EXCEPT 1 AND 2-FAMILY DWELLINGS AND TOWNHOUSES) (Reproduce the following data on the building plans sheet 1 or 2) Name of
European technical approval
Authorised and notified according to Article 10 of the Council Directive 89/ 106/EEC of 21 December 1988 on the approximation of laws, regulations and administrative provisions of Member States relating
cement Masonry Cement Engineered for quality and reliability, Lafarge cements for masonry deliver consistent performance. page 2 Lafarge Cement
cement Masonry Cement Engineered for quality and reliability, Lafarge cements for masonry deliver consistent performance. page 2 Lafarge Cement Lafarge in North America The Lafarge Group is the world leader
Mold Preventing I nterior System
interior insulation and renovation boards A system of components that have been designed to work perfectly together to repair damage caused by mold. The system consists of boards, insulation wedges, reveal
Thermal Bridging of Masonry Veneer Claddings and Energy Code Compliance
Thermal Bridging of Masonry Veneer Claddings and Energy Code Compliance! Graham Finch, MASc, P.Eng Mike Wilson, MEng, P.Eng James Higgins, Dipl.T RDH Building Engineering Ltd. Vancouver, BC June 3, 2013
COMMERCIAL BUILDING APPLICATIONS
EXPANDED POLYSTYRENE FOR COMMERCIAL BUILDING APPLICATIONS www.falconfoam.com Commercial Building Ap Expanded Polystyrene Insulation Falcon Foam leads the commercial building industry with products that