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HomeMy WebLinkAboutEQUAKE BRACING CALCULATIONS - 14-00352 - BYUI Science & Technology BldgProject: Address: Brace Information Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration:* L/R value:* Maximum horizontal load: Fastener Information Orientation of connecting surface: PERPENDICULAR Fastener: Type: Diameter: TOP CORD Maximum load: Sprinkler System Load Calculation [Fp= __.5____ Wp (default is 0.5)] Diameter 1 in. 1 1/4 in. 1 1/2 in. 2 in. 2 1/2 in. 3 in. 4 in. 6 in. 8 in. Fp x 1.15 *Excludes tension-only bracing systems c 2006 National Fire Protection Association FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form MERIDIAN LDS TEMPLE 7345 N LINDER RD ADA COUNTY, IDAHO 4" SCH 40 TABLE 9.3.5.5.2(B) BRACING DISTANCE 40'= Type Sch 40 Sch 40 Sch 40 Sch 40 Sch 10 Sch 10 Sch 40 Sch 10 Sch 10 7'0" 1" Schedule 40 45-59 DEG 0.42 200 1310 ANCHOR 3/8" CONN. ANGLE B 1106 Length (ft) 40' 40' 40 Laterial Seismic Bracing Calculations 1402 Contractor: Address: Telephone: Seismic Brace Attachments Structure attachment fitting or tension-only bracing system: Make: Afcon Listed load rating: 2015 Sway brace (pipe attachment) fitting: Make: Afcon Listed load rating: 2015 Seismic Brace Assembly Detail (Provide detail on plans) Brace identification no. (to be used on plans) SEE CALCULATIONS FOR DEGREE FROM VERTICAL Total (ft) 0 0 40 40 0 0 40 Phoenix Fire Protection 4130 Airport Road Nampa, Idaho 83687 (208) 468-9115 (208) 461-9117 ft ft ft ft ft 0 ft ft ft Model: #077 Adjusted load rating per 9.3.5.2.3: Model: "E" Adjusted load rating per 9.3.5.2.3: Weight per ft 2.05 2.92 3.61 5.1 5.89 7.94 16.3 23.03 40.08 Total Sheet __1__ of __2__ _45-59__ Degree from Vertical lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft weight Wp 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 NFPA 13 (p. 1 of 1) 1007.5 1007.5 Total Weight 0 0 72.2 102 0 0 326 0 0 500.2 575.23 lb lb lb lb lb lb lb lb lb lb lb Project: Address: Brace Information Length of brace: Diameter of brace: Type of brace: Angle of brace: Least radius of gyration:* L/R value:* Maximum horizontal load: Fastener Information Orientation of connecting surface: PERPENDICULAR Fastener: Type: Diameter: TOP CORD WOOD Maximum load: Sprinkler System Load Calculation [Fp= ______ Wp (default is 0.5)] Diameter 1 in. 1 1/4 in. 1 1/2 in. 2 in. 2 1/2 in. 3 in. 4 in. 6 in. 8 in. Fp x 1.15 *Excludes tension-only bracing systems c 2006 National Fire Protection Association MERIDIAN LDS TEMPLE 7345 N LINDER RD ADA COUNTY, IDAHO 4" SCH 40 TABLE 9.3.5.5.2(B) 1402 Type Sch 40 Sch 40 Sch 40 Sch 40 Sch 10 Sch 10 Sch 40 Sch 10 Sch 10 7'0" 1 in. Schedule 40 45-59 DEG 0.42 200 1310 BOLT 3/8" CONN. ANGLE B 1106 Length (ft) 80 Longitudinal Seismic Bracing Calculations FIGURE A. 9.3.5(a) Seismic Bracing Calculation Form Contractor: Address: Telephone: Fax: Seismic Brace Attachments Structure attachment fitting or tension-only bracing system: Make: Afcon Listed load rating: 2015 Sway brace (pipe attachment) fitting: Make: Afcon Listed load rating: 1000 Seismic Brace Assembly Detail (Provide detail on plans) SEE CALCULATIONS FOR DEGREE FROM VERTICAL Total (ft) 0 0 0 0 0 0 80 Phoenix Fire Protection 4130 Airport Road Nampa, Idaho 83687 (208) 468-9115 (208) 461-9117 ft ft ft ft ft ft ft ft ft Model: #077 Adjusted load rating per 9.3.5.2.3: Model: #410 Adjusted load rating per 9.3.5.10.3: Weight per ft 2.05 2.93 3.61 5.107 5.89 7.94 16.3 23.03 40.08 Total Sheet __2__ of __2__ lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft lb/ft weight Wp 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 NFPA 13 (p. 1 of 1) 1007.5 1007.5 Total Weight 0 0 0 0 0 0 652 0 0 652 749.8 lb lb lb lb lb lb lb lb lb lb lb