procédure d`essai
Contents
1. COMPOSITION WALLTITE thickness1 Self adhesive membrane Exterior gypsum board without primer Steel structure 20 ga steel stud Self adhesive membrane section with primer COMPOSITION WALLTITE thickness 1 Exterior gypsum board Steel structure Self adhesive membrane section with primer 20 ga Stee stud Plan view of wall COMPOSITION WALLTITE Y thickness 1 Concrete blocks Steel structure Self adhesive membrane with primer Self adhesive membrane section without primer Structural tie 24 o c typical Mortar joint defect COMPOSITION WALLTITE thickness 1 Concrete blocks Steel structure Self adhesive membrane section with primer Structural tie 24 o c typical Structural movement n nn HA 5 Wall lower Plan view of wall COMPOSITION N WALLTITE thickness 1 Concrete footing 8 x 10 Exterior gypsum board with reinforcement Sisal airuchme Galvanized steel duct 4 x4 Self adhesive membrane Steel pipe 1 1 2 dia with primer Electrical steel conduit 1 dia Opening 20 ga steel stud el e e Gypsum board panel joint COMPOSITION WALLTITE thickness 1 Concrete blocks Steel structure Self adhesive membrane section with primer Opening Polymer base caulking s2. amples after or 90 d conditioning NRC Building Research Note No 227 Air permeance test ASTM D 726 84 after weathering 2 and heat aging 9 lt 110 of original value or NRC Building Research Note No 227 1 Thermal testing and conditioning for 90 days at conditions as per CGSB 51 26 M86 sections 7 2 7 3 1 and 7 3 2 2 Weathering is performed according to CGSB 37 GP 56M Par 7 2 11 modified by using 360 cycles of 2 hours 1 hour irradiation followed by 1 hour of rain cycle The rain cycle may be eliminated if the product is to be protected in the field from rain during the instaliation of the air barrier system 3 Heat aging is performed using an air circulation oven operated at i for non accessible ABS 70 2 C for 336 hours ii for accessible ABS 70 2 C for 168 hours
3. cks Steel structure Self adhesive membrane section with primer Opening Polymer base caulking strip Wall section RI amp a e e Concrete footing 8 x 10 with reinforcement Galvanized steel duct 4 x4 Steel pipe 1 1 2 dia Foam seal gasket Caulking Glass fiber Wall lower section Opening lower section wall section COMPOSITION 1 Surface mounted mechanical ties model d a 213 from Dur o wall anchored with threaded bolts per model Dur o pair from Dur o wall 2 Triangular horizontal reinforcement with integrated masonry ties model Dur o eye from Dur o wall No transition membrane at the perimeter of projected ties of wall sample i Vo ES Px 1 ENT NH 4 Ey d T SES f CA 22 ry IY PLEASE ESA _ aii an pe iO e Po mee mm e x tructural Wind Loading Schedule Q 0 6 KPa 1200 Pa 600 Pa Gus loads air lcakage rate and deflections to be established after structural loading Property TestMethod Units Requirements Thermal Resistance of ASTM C 177 Report value original board after or 90 d conditioning ASTM C 518 1 Thermal Resistance ASTM C 177 9094 Retention after heat aging of or weathered 9 samples ASTM C 518 ASTM D 726 84 ml 15s Air permeance test Report the value virgin s
4. trip A E L Wall section N sie or Concrete footing 8 x 10 with reinforcement Foam seal gasket Caulking Glass fiber Mechanical tie Wall lower section Opening lower section COMPOSITION WALLTITE thickness 1 Exterior gypsum board Steel structure Self adhesive membrane section with primer 20 ga steel stud Polymer base caulking strip Wall section NI is S E Tele Concrete footing 8 x 10 with reinforcement Galvanized steel duct 4x4 Steel pipe 1 1 2 dia Foam seal gasket Caulking Glass fiber Opening lower section COMPOSITION 1 2 3 Surface mounted mechanical ties model d a 213 from Dur o wall anchored with threaded bolts as per model Dur o pair from Dur o wall Adjustable mechanical ties integrated in wall framing as per model Bailey brick connector 10 18 from Bailey Gypsum board panel joint No transition membrane at the perimeter of projected ties of wall sample COMPOSITION WALLTITE thickness 1 Structural tie Concrete blocks 24 o c typical AP Concrete footing 8 x 10 Self adhesive b with reinforcement membrane BE section with primer Galvanized steel duct 4 x4 Opening Steel pipe 1 1 2 dia Electrical steel conduit 1 dia 4 yore 5p gt g o P e ha Dre ot PETRO A 6 x8 x16 12 rows of blocks i COMPOSITION WALLTITE thickness 1 Concrete blo
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