FoxSE14
Structural
- Feb 5, 2011
- 131
A few questions about wind uplift on roofing systems:
1. Are roofing systems, specifically EPDM fully-adhered systems, required to conform to the uplift pressures determined by the Ch. 30 (Components & Cladding) in ASCE 7-10? I assume the adhesive for the EPDM layer and the mechanical fasteners anchoring the insulation layer are both indeed bound by these requirements.
1a. If not, what building code provision would govern their uplift anchorage?
2. What basis would a roofing manufacturer have if they were to claim that their system conforms to wind speeds of approximately 50-60 mph, when code requirements for C&C are based on wind speeds of 90 mph (ASCE 7-05 Category II bldg/ASCE 7-10 "service level speed")? 50-60 mph seems terribly low to me. Just wondering, based on others' experience, what a mfr might with such low specified speeds might be hanging their hat on.
Thanks in advance for your thoughts.
1. Are roofing systems, specifically EPDM fully-adhered systems, required to conform to the uplift pressures determined by the Ch. 30 (Components & Cladding) in ASCE 7-10? I assume the adhesive for the EPDM layer and the mechanical fasteners anchoring the insulation layer are both indeed bound by these requirements.
1a. If not, what building code provision would govern their uplift anchorage?
2. What basis would a roofing manufacturer have if they were to claim that their system conforms to wind speeds of approximately 50-60 mph, when code requirements for C&C are based on wind speeds of 90 mph (ASCE 7-05 Category II bldg/ASCE 7-10 "service level speed")? 50-60 mph seems terribly low to me. Just wondering, based on others' experience, what a mfr might with such low specified speeds might be hanging their hat on.
Thanks in advance for your thoughts.