EngDYIGuy
Structural
- Oct 9, 2015
- 31
I've got a Pre-Engineered Metal Bldg (PEMB) with the typical steel rigid frames, Z-purlins, and standing seem metal roof. The job is to install Solar Panels on the roof with S-5 clamps attached to the standing seem roof (see attachment), and maintenance crews will have to routinely access and service the equipment on the roof. There is no parapet wall, and no metal decking under the standing seem metal roof panels. Standing seam roof manufacture does not recommend walking on the roof panel (or concentrated loads on the panels), and it voids the roof warranty. So a catwalk system will be installed with the same S-5 clamps (see attached). I've checked that the new loads are within 5% of existing conditions (per IEBC requirement), and it's very, very close but works.
I've got a few questions:
1.) I was thinking of anchoring permanent fall protection into the rigid frame flange. See attached detail I took off the web of stanchion bolted into flange of rigid frame rafter, note that there is no rigid insulation on my structure. What other options are there? Anything available to avoid roof penetrations?
2.) Does any building design guidance require permanent fall protection to be installed for routine roof access? I'm interested in USA code.
3.) Any other issues foreseen? I know that roof penetrations may void the roof manufactures warranty. What about 4 bolt holes through the building manufactures flange of the rafter of the rigid moment frame? These buildings have very little reserved demand/capacity ratio for most structural members. Any concerns with putting fall protection loads into these members? What codes exist for the design of the fall protection?
Attachment:
I've got a few questions:
1.) I was thinking of anchoring permanent fall protection into the rigid frame flange. See attached detail I took off the web of stanchion bolted into flange of rigid frame rafter, note that there is no rigid insulation on my structure. What other options are there? Anything available to avoid roof penetrations?
2.) Does any building design guidance require permanent fall protection to be installed for routine roof access? I'm interested in USA code.
3.) Any other issues foreseen? I know that roof penetrations may void the roof manufactures warranty. What about 4 bolt holes through the building manufactures flange of the rafter of the rigid moment frame? These buildings have very little reserved demand/capacity ratio for most structural members. Any concerns with putting fall protection loads into these members? What codes exist for the design of the fall protection?
Attachment: