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SIMPSON Anchor DesignerT"" Company: CAITLIN ROSE ENGINEERING,LLC Date 8/23/2022 <br /> Software Engineer: CRW Page. 1/5 <br /> Version 3.0.7947.1 Project: KAAS ADDITION <br /> Address: PO BOX 151, CHELAN,WA 98816 <br /> Phone: 360-982-1115 <br /> E-mail: CAITLIN©CAITLINROSEENGINEERING.COM <br /> 1.Project information <br /> Customer company: Project description: <br /> Customer contact name: Location: <br /> Customer e-mail: Fastening description: <br /> Comment: <br /> 2.Input Data&Anchor Parameters <br /> General Base Material <br /> Design method:ACI 318-14 Concrete: Normal-weight <br /> Units: Imperial units Concrete thickness,h(inch): 16.00 <br /> State: Uncracked <br /> Anchor Information: Compressive strength,f'c(psi):2500 <br /> Anchor type: Bonded anchor 4-Jc,v: 1.0 <br /> Material: F1554 Grade 36 Reinforcement condition: B tension, B shear <br /> Diameter(inch):0.875 Supplemental reinforcement:No <br /> Effective Embedment depth, her(inch):6.000 Reinforcement provided at corners: No <br /> Code report: ICC-ES ESR-2508 Ignore concrete breakout in tension. No <br /> Anchor category.- Ignore concrete breakout in shear:No <br /> Anchor ductility:Yes Hole condition: Dry concrete <br /> hmin(inch): 11.00 Inspection: Continuous <br /> cac(inch):7.65 Temperature range, Short/Long: 150/110°F <br /> C.(inch): 1.75 Ignore 6do requirement: Not applicable <br /> Sm.(inch): 3.00 Build-up grout pad: No <br /> Recommended Anchor <br /> Anchor Name: SET-XP®-SET-XP w/7/8"0 F1554 Gr.36 <br /> Code Report: ICC-ES ESR-2508 <br /> . 3. a <br /> ca aj <br /> 1'. <br /> x <br /> I.!I l :1 ,tit .alr ,tl k. i Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. <br /> 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com <br />