STRUCTURAL NOTES MISCELLANEOUS COLD-FORM STEEL FRAMING MASONRY SITE WORK CAST IN PLACE CONCRETE

Transcription

1 STRUCTURAL NOTES MISCELLANEOUS COLD-FORM STEEL FRAMING MASONRY AA US Hwy. 9 Palm Harbor, FL 68 Phone Fax SITE WORK CAST IN PLACE CONCRETE OPEN WEB STEEL JOISTS AND JOIST GIRDERS (NOTED "JOISTS" HEREIN) CARPENTRY STRUCTURAL STEEL METAL DECKING

2 BUILDING DATA (FLAT ROOF) WIND VELOCITY: (Basic Wind Speed, sec.) RISK CATEGORY: ROOF ANGLE, A (degrees): WIND EXPOSURE CATEGORY: ZONE AREA (ft ) ROOF (Positive) mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: +/- 0.8 WIND VELOCITY: mph (Ultimate) INTERNAL PRESSURE COEFFICIENT: 0 mph (ASD) (Enclosed Building Per ASCE 7-0) (Basic Wind Speed, sec.) 0 mph (ASD) (Enclosed Building Per ASCE 7-0) III 0.0 < A < 7.0 C DESIGN PRESSURE (psf) (Negative) Net Uplift (ULT.) WIDTH OF EDGE STRIP (FT): HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: ROOF DEAD LOAD RESISTING UPLIFT (psf): WIND DESIGN LOADS - COMPONENTS AND CLADDING (ULTIMATE) Net Uplift (ASD) ZONE AREA (ft ) Notes: ) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. ) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. ) See pressure zone diagrams above for corresponding zones. ) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. ) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL +.0 WL Net Uplift (ASD) = 0.6 DL WL WALL DESIGN PRESSURE (psf) (Positive) (Negative) (ULT.).0 (ASD) BUILDING DATA (SLOPED ROOF) RISK CATEGORY: ROOF ANGLE, A (degrees): WIND EXPOSURE CATEGORY: ZONE AREA (ft ) ROOF (Positive) III 7.0 < A < 7.0 C DESIGN PRESSURE (psf) (Negative) Net Uplift (ULT.) WIDTH OF EDGE STRIP (FT): WIND DESIGN LOADS - COMPONENTS & CLADDING (ULTIMATE) HEIGHT & EXPOSURE ADJUSTMENT COEFFICIENT: ROOF DEAD LOAD RESISTING UPLIFT (psf): Net Uplift (ASD) ZONE WALLS, WINDOWS, DOORS AREA (ft ) Notes: ) For effective areas between those given above the load may be interpolated, otherwise use the load associated with the lower effective area. ) Plus and minus signs signify pressures acting toward and away from the building surfaces, respectively. ) See pressure zone diagrams above for corresponding zones. ) Roof coverings, finishes, etc. Shall be design for the full negative design pressure. ) Roof framing members shall be designed to resists the net uplift design pressure specified. 6) Net Uplift (ULT) = 0.9 DL +.0 WL Net Uplift (ASD) = 0.6 DL WL DESIGN PRESSURE (psf) (Positive) (Negative) / (ULT.) (ASD) AA US Hwy. 9 Palm Harbor, FL 68 Phone Fax

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