SOLUTIONS FOR THE BUILT WORLD. Click to edit Master title style. Bryan Rouse and Rachel Will
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1 SOLUTIONS FOR THE BUILT WORLD Post Installed Veneer Anchors 2017 TMS Annual Meeting, LaJolla Click to edit Master title style Bryan Rouse and Rachel Will Outline Introduction Wall Construction Typology Veneer Anchorage Deterioration and Distress Post Installed Veneer Anchors Masonry Anchorage Repair Case Studies Conclusion WJE PowerPoint Presentation Template 1
2 Masonry Wall Construction Typology Chronology- Masonry Construction Pre 1870: Load Bearing Construction : The Age of Experimentation : The Age of Transition : Modernism : Post Modernism 2010 and Beyond WJE PowerPoint Presentation Template 2
3 If, therefore, we undertake to encase an iron structure with a shell of masonry, that shell must be regarded only as an envelope, having no function other than supporting itself, without lending any support to the iron, or receiving any from it. Whenever an attempt has been made to mingle the two systems, mischief has resulted in the shape of dislocations and unequal settlements. Viollet-le-Duc, Eugene-Emmanuel 1877 Age of Experimentation WJE PowerPoint Presentation Template 3
4 : The Age of Transition WJE PowerPoint Presentation Template 4
5 : Post-Modernism Current: The Second Age of Experimentation Source: Masoncontractors.org WJE PowerPoint Presentation Template 5
6 Current: The Second Age of Experimentation Source: IMI WJE PowerPoint Presentation Template 6
7 Masonry Veneer Anchors Building Code Requirements for Masonry Structures TMS /ACI /ASCE5-13 Part 4: Prescriptive Design MethodsChapter 12. Veneer BIA Tech Note 21B Brick Masonry Cavity Walls Detailing Table 1 Masonry Veneer Anchors WJE PowerPoint Presentation Template 7
8 Veneer Anchorage Deterioration and Distress Deteriorated Anchorage WJE PowerPoint Presentation Template 8
9 Missing / Ineffective Anchorage Post Installed Veneer Anchorages WJE PowerPoint Presentation Template 9
10 Post Installed Veneer Anchorage Threaded rod Epoxy Grout Through -face Expansion anchors Helical Anchors Helibars Post Installed Lateral Anchorage WJE PowerPoint Presentation Template 10
11 Helical Manufacturers/Distributors Helical Anchors - Bending WJE PowerPoint Presentation Template 11
12 Helical Anchors Test Data - Helical WJE PowerPoint Presentation Template 12
13 Test Data - Helical Helical Test Data Comparison HELIFIX BLOK-LOK CTP Powers Simpson Embedment Ult. Tension Ult. Tension Ult. Tension Ult. Tension Ult. Tension Material (in.) (10 mm) (10 mm) (10 mm) (8 mm) (9 mm) Mortar Joint Solid Brick Cavity Brick Normal Weight CMU * Light Weight CMU * Concrete Wood Studs 2x Wood Studs 2x n/a Metal Stud 16 gauge Granite n/a Travertine n/a Limestone n/a 3/16" steel n/a n/a n/a Test Data - Adhesive WJE PowerPoint Presentation Template 13
14 Test Data - Expansion Anchor Testing Evaluates masonry capacity Directly evaluates retrofit options Must evaluate multiple substrates WJE PowerPoint Presentation Template 14
15 In-Situ Testing Pre-Construction Testing of Veneer WJE PowerPoint Presentation Template 15
16 Testing of Back-up Testing of Installed Assembly WJE PowerPoint Presentation Template 16
17 Testing of Various Anchors WJE PowerPoint Presentation Template 17
18 Case Studies WJE PowerPoint Presentation Template 18
19 Case Study Historic Hybrid Wall St. Louis, Missouri 37 Historic Hybrid Wall Transitional high-rise building Built in 1920s 15 stories tall Concrete framed structure In filled with clay tile and brick Brick cladding Terra cotta accents WJE PowerPoint Presentation Template 19
20 Historic Hybrid Wall Historic Hybrid Wall WJE PowerPoint Presentation Template 20
21 Historic Hybrid Wall Historic Hybrid Wall WJE PowerPoint Presentation Template 21
22 Historic Hybrid Wall Historic Hybrid Wall Gravity Support WJE PowerPoint Presentation Template 22
23 Cracked Corner Repair WJE PowerPoint Presentation Template 23
24 WJE PowerPoint Presentation Template 24
25 Gravity Support Supplemental Lateral Anchorage WJE PowerPoint Presentation Template 25
26 WJE PowerPoint Presentation Template 26
27 Case Study Thin Stone Veneer Chicago, Illinois 53 Thin Stone Veneer Built mid-1970s 75 stories tall Reinforced concrete structure 3 cm Georgia Marble veneer WJE PowerPoint Presentation Template 27
28 Thin Stone Veneer Bowing and strength loss of marble panels Supplemental lateral ties psi concrete backup Thin Stone Veneer Asymmetrical Ties? WJE PowerPoint Presentation Template 28
29 Design Considerations Use data from in-situ testing to design stabilization/anchorage General spacing per BIA Tech Note 44B, but will need modification for wind loads and pullout values. 16 x 24 or 16 x 16?? Safety Factor 4 or 5? Should we test assemblies? Quality Control - Testing How many specify field testing of supplemental lateral anchors in the field during construction? Is there an amount that is acceptable? A percentage? One per elevation? WJE PowerPoint Presentation Template 29
30 Case Study Contemporary Brick Veneer Chicago, Illinois 59 Contemporary Brick Veneer Built in stories tall Reinforced concrete structure CMU Backup Brick Veneer Cast Stone Accents WJE PowerPoint Presentation Template 30
31 Contemporary Brick Veneer Missing ¾ of specified lateral ties Those installed not engaged Contemporary Brick Veneer Lateral ties WRB? WJE PowerPoint Presentation Template 31
32 Case Study Contemporary Stone Veneer Blacksburg, Virginia 63 6 rough-cut stone 10 CMU 1-3/8 air cavity 2 rigid insulation Dampproofing Random ashlar pattern WJE PowerPoint Presentation Template 32
33 Drypack setting material Drypack in collar joint 2 insulation CMU w/ dampproofing Improperly installed metal ties Specified metal tie system Before After WJE PowerPoint Presentation Template 33
34 Lateral anchorage Capacity of retrofit anchors in bed joint (480#, 16 o.c. Ea. Way) WJE PowerPoint Presentation Template 34
35 Conclusion When is post-installed veneer anchorage necessary? How can we determine the best anchor for the conditions? How do we obtain values for assemblies that are not published? WJE PowerPoint Presentation Template 35
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