2/19/2020 9:19:53 AM Module: 020304e Version: 8 Page: Comment: Page 41 – to clarify first 3 sections after the “Calculate the Volume of Excavation” heading: The area at the bottom of the excavation would be: Rectangular area minus the knockout area Rectangular area = 17.3 x 11.0 = 190.3 m2 Area of the knockout = 7.0 x 4.2 = 29.4 m2 190.3 – 29.4 = 160.9 m2 Page 42 – to clarify the math after the 2nd section from the top of the page replace with this: 250.9 – 29.4 = 221.5 m2 Status: Implemented
2/19/2020 9:01:31 AM Module: 020301hB Version: 9 Page: 24 Comment: Page 24 - Note box - change "pints" to "points" Status: Implemented
2/19/2020 8:59:30 AM Module: 020301g Version: 6.1 Page: 2 Comment: Page 2 - last sentence above the note box - change "though" to "through" Status: Implemented
2/19/2020 8:54:29 AM Module: 020302a Version: 7 Page: Comment: Page 16 - Change "Matt" to "Mat" in all occurrences Page 47 and 50 - Change "Matt" to "Mat" in question 17 and in the answer to question 17 Status: Implemented
2/19/2020 8:47:40 AM Module: 020301c Version: 9 Page: 9 Comment: Last bullet above Figure 8 - change "brushed" to "bush" Status: Implemented
2/19/2020 8:44:39 AM Module: 020301bB Version: 8.1 Page: Comment: Page 24 – add note box – text in note box : “OHS Scaffold design requires single and double pole scaffolding systems to be anchored by one tie-in for each 3 metre vertical and horizontal interval if the scaffold is hoarded. (OHS Part 23, 324(1)(c))” Page 36 - revise answer to question 10 to match wording in new note box on page 24. Status: Implemented
1/29/2020 9:38:56 AM Module: 020304f Version: 22 Page: 23 Comment: Soffit plywood calculations, about mid way down the page it talks about comparing triangles using Total Rise, unit rise, and unit run. Total rise : 1780, Unit Rise: 180, Unit run: 280. It references the rise at 190 on the example triangle. It should be 180. Minor error, but should be corrected. Status: Implemented
12/10/2019 1:52:02 PM Module: 020303f Version: 21 Page: 13 Comment: In the 3rd Period Module Commercial Fasteners and Anchors 023003f page 13, Figure 19 is supposed to be a drop-in anchor and its appears to be a lead anchor. Status: Implemented