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Building Envelope Technology Roof System Selection - A Complicated Problem Expanded polystyrene EPDM Fiberglass ? Liquid Applied Mineral wool CSPE Extruded polystyrene Built-up Cellular glass PVC Wood Fiberboard Hot Rubber Perlite


  1. Building Envelope Technology Roof System Selection - A Complicated Problem Expanded polystyrene EPDM Fiberglass ? Liquid Applied Mineral wool CSPE Extruded polystyrene Built-up Cellular glass PVC Wood Fiberboard Hot Rubber Perlite Coal Tar Pitch Gypsum SBS Polyisocyanurate APP Lightweight Insulating Concrete TPO 1

  2. Structural Decks Concrete Wood Steel Typical Roof Assembly • Structural deck. • Substrate Platform Insulation. • Membrane. The structural deck and the insulation combine to create the substrate platform f or the roof membrane. 2

  3. Roof Insulation The Foundation Of The Roof Membrane Substrate Platform Functions • Resist applied loads both in- plane and out of plane. 3

  4. Substrate Platform Functions • Resist applied loads both in- plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. Substrate Platform Functions • Resist applied loads both in- plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. • Prov ide dimensional stability: – Under extreme temperature f luctuations. – In contact with moisture. 4

  5. Substrate Platform Functions • Resist applied loads both in- plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. • Prov ide dimensional stability: – Under extreme temperature f luctuations. – In contact with moisture. • Prov ide slope-to-drain. 5

  6. Substrate Platform Functions • Resist applied loads both in- plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. • Prov ide dimensional stability: – Under extreme temperature f luctuations. – In contact with moisture. • Prov ide slope-to-drain. • Prov ide heat f low resistance. Substrate Platform Functions • Resist applied loads both in-plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. • Prov ide dimensional stability: – Under extreme temperature f luctuations. – In contact with moisture. • Prov ide slope-to-drain. • Prov ide heat f low resistance. • Prov ide f ire resistance. 6

  7. Substrate Platform Functions • Resist applied loads both in-plane and out of plane. • Prov ide the most continuous surf ace possible for roof membrane placement. • Prov ide dimensional stability: – Under extreme temperature f luctuations. – In contact with moisture. • Prov ide slope-to-drain. • Prov ide heat f low resistance. • Prov ide f ire resistance. • Prov ide wind resistance. Substrate Platform Functions • Additional f unctions not related to the roof membrane include contributions to: – Sound reduction. – Building env elope sustainability. – LEED credits. 7

  8. Pre-Insulation Era Insulation Era 1880s 1920s 1930s 1940s 1950s 1960s 1970s 1980s 1990s 2000s 2010s Mineral Fiber Wood Fiber Board EPS Lightweight Insulating Concrete Fiberglass Cellular Glass Perlite Board XEPS Ev en the most basic membrane sy stems MEPS perf ormed well. PUR/ISO Composites Phenolic Insulation Pre-Insulation Era Insulation Era 1880s 1920s 1930s 1940s 1950s 1960s 1970s 1980s 1990s 2000s 2010s Mineral Fiber Wood Fiber Board EPS Lightweight Insulating Concrete Fiberglass Cellular Glass Perlite Board New high R-v alue insulating sy stems XEPS were introduced. MEPS Problems with traditional roof membranes PUR/ISO arose. Composites Phenolic Insulation 8

  9. Thermal Expansion – Concrete / High Mass Thermal Expansion – Polyisocyanurate / Low Mass 9

  10. The Effect Of COE • Mov ement due to higher COE of substrate material (insulation) creates strain at board joints. • The mov ement is caused by the inherent instability of some insulation products. • The ef f ect of this movement is distributed throughout the roof by the number of joints presented with board stock insulation. Joints ? 100 squares of 4 x 8 foot board material has more than a half mile (3,650 linear feet) of board joints! 10

  11. Roof Insulation Systems Lightw eight Insulating Concrete Rigid Insulation Re-Roofing vs New Construction Metal Deck Structural Slab Existing Asphaltic Membrane 11

  12. Existing Building Renovations Placement of Slurry and EPS Insulation 12

  13. Existing Drain Elevations Roof Deck / Reroof Platform 13

  14. Components of a LWIC System Lightweight insulating concrete top fill. Molded expanded polystyrene insulation board. Lightweight insulating concrete slurry. Lightw eight insulating concrete top fill Expanded poly sty rene (EPS) insulation board Lightw eight insulating concrete slurry Components of a NVS System • Insulperm expanded polystyrene insulation board. • High insulation value. – R=4 per inch • Stable R-value over time. • No blowing agents. • Not affected by water. • Lightweight material to build slope to drain. – 1 inch thickness = 0.1 lb / sq ft 14

  15. Components of a LWIC System Lightweight insulating concrete top fill. Molded expanded polystyrene insulation board. Lightweight insulating concrete slurry. Lightw eight insulating concrete top fill Lightw eight insulating concrete slurry Definition – Lightweight Insulating Concrete (LWIC) A merican Concrete “A concrete made with or without aggregate in Institute addition to Portland A CI 523.1 R-06 cement, water and air to f orm a hardened material hav ing an ov en dry unit Guide for Cast-in-Place Low-Density weight of 50 pcf or less.” Concrete 15

  16. Structural Lightweight Concrete • What is Structural Lightweight Concrete? – Structural concrete (normal weight) • 150 pcf dry density / 3,500 psi – Structural lightweight concrete (SLC) • 100 pcf dry density / 2,500 psi – Lightweight insulating concrete • 35 pcf dry density for NVS / 300 psi Aggregate-Based LWIC • Aggregate. • Air entrainment. • Portland cement - Type I, II, or III. • Water. 16

  17. Cellular-Based LWIC • Pregenerated foam. • Portland cement - Type I, II, or III. • Water. Aggregate vs. Cellular Aggregate. • – 125-300 psi. – Top-fill thickness 2” (or 1”). – Drying Shrinkage. – 0.20 – 0.45 (ACI 523.1R-06). Cellular. – 200 psi. – Top-fill thickness 2”. – Drying Shrinkage. – 0.30 – 0.60 (ACI 523.1R-06). 17

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  21. Top Fill Finishing 21

  22. Attachments Methods for Roof Membrane over LWIC Different technologies for roof membrane attachment 22

  23. Slope to Drain Get the water of f the roof Stable Insulation Value What is long-term thermal resistance (L TTR)? L TTR is a 15-year time weighted average R-value for permeably faced polyiso, commonly used as roof insulation. L TTR represents the most advanced scientifically supported method to describe the long term thermal resistance (R-value) of polyisocyanurate foam insulation products. 23

  24. Stable Insulation Value New values for 2014 for polyisocyanurate foam insulation products. Substrate Platform Functions Iso R-Value For 2014 LTTR New LTTR Thickness (2004-2013) (2014 - ) 1 inch 6.0 5.6 1.5 inches 9.0 8.6 2 inches 12.1 11.4 3 inches 18.5 17.4 4 inches 25.0 23.6 24

  25. LWIC R-value is constant • LWIC R-value – L TTR is not applicable • Both lightweight insulating concrete fill and molded expanded polystyrene board have thermal resistance values that do not decrease over time. Stable Insulation Value “The R-value of EPS is stable and does not change over time. The R-value performance for EPS insulation is discussed in the report. The report shows that samples of EPS insulation had no deterioration in R-value. The test results at 70° F for thermal resistance of EPS insulation samples taken from roof systems of various ages indicated no deterioration in the R-value over time. The following table compares two examples of published R-values to samples taken from actual roof decks:” Age Density R-Value 1.00 pcf 3.85 At time of Published Initial manufacture. Values 1.25 pcf 3.92 13 Y ears 1.28 pcf 3.94 EPS Insulation Samples 15 Y ears 1.09 pcf 4.07 "Report on Expanded Polystyrene Insu lation for Use ASTM C 578 In Built-Up and Single Ply Roofing Systems" by Re ne M. Dupuis and Jerome G. Dees, dated August 1984.” 25

  26. Parallel Heat Flow Concept Membrane Gap Insulation Fastener 26

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  28. Fire Resistance Lightweight insulating concrete systems are non-combustible. UL fire resistance designs. - Cost ef fective roof-ceiling designs. 28

  29. Wind Uplift Resistance 80 y ears of wind resistance perf ormance f or LWIC. Comprehensiv e, current FM, UL & Dade testing and approv als. 29

  30. Hurricane Ike Hurricanes 30

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