Structural Performance. Pre-engineered canopies shall withstand the effects of gravity loads and the following loads and stresses within limits: Project Loads: Roof Live Load 20 PSF Dead Load Self-Weight Wind Load per ASCE 7-16: Wind Born Debris Applicable Building Risk Category I Design Wind Speed Ultimate (Vult) 106 MPH Directionality Factor (Kd) 0.85 Wind Exposure Category C Topography Factor (Kzt) 1.00 Gust Effect factor (Gf) 0.85 Enclosure Classification Open Internal Pressure Coefficient 0.00 MWFRS Design Procedure Directional MWFRS (Ultimate) Design By PEMB Manufacturer Seismic Design Criteria: Risk Category I Seismic Importance Factor (Ie) Mapped Spectral Response Acc’l Ss = 0.13 S1 =0.014 Site Class D (Assumed) Sds = 0.138 Sd1 = 0.066 Seismic Design Category A Seismic Design Factors: Design By PEMB Manufacturer Snow Loads Ground Snow Load 25 LB/FT Flat Roof Snow Load 17.5 Snow Exposure Factor 1.0 Snow Load Importance Factor 1.0
Structural Performance. Exterior sectional doors shall withstand the effects of gravity loads, and the following loads and stresses within limits and under conditions indicated according to ASCE/SEI 7.
Structural Performance. Provide manufactured wall panel assemblies capable of withstanding design wind loads indicated under in-service conditions with deflection no greater than the following, in accordance with ASTM E 330. a. Maximum Deflection: 1/180 of the span.
Structural Performance. 1. Provide metal roof panel assemblies capable of withstanding the effects of dead loads and live loads indicated in the Structural Drawings. Performance shall be based on testing according to ASTM E1592.
Structural Performance. Railings shall withstand the effects of gravity loads and the following loads and stresses within limits and under conditions indicated:
Structural Performance. Structural-use panels meet performance requirements established by the APA for concentrateed, impact, and uniform loads for the end-use span on the grade xxxx. Panels are tested dry, wetted and redried and, for certain loading conditions, tested wet. Load test requirements are given in APA PRP-108. Roof spans and live loads shall not exceed those given in Table 3 and dead loads shall not exceed 10 psf. The live load for floor panels shall not exceed 100 psf with a dead load not to exceed 10 psf, except the Sturd-l-Floor panel, with a span ratings of 48 inches on center, is limited to a total floor load of 65 psf.
