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sheet no. <br />project by <br />i <br />q)fflocation Q�+ A date d� jZ� rya <br />job no. <br />client <br />1601 5th Avenue, Suite 1600 <br />Seattle, WA 48101 206 622-5822 VIA <br />1 , <br />�5 <br />r ` i r t,2. �.�,y-��re < � t�a�.5 �� aM �` �, Cc.1c. a�C � �°�"-� 1 Con'tit� 5, ',nfR <br />ie�cS tre- ©.7S redJ1ciM c�Gcid� �K Se!sw L �oC'Vet. <br />Vu = 1220 Ibis (See pg. A14 ) <br />Input Data <br />Design method: ACI 318-19 <br />Anchor: 318'0 Tten HD, hnom:2. 5" (64mm) <br />Effective Embedment depth: 1.770 inch <br />Concrete: Normal -weight <br />State: Cracked <br />Compressive strength: 2500 psi <br />Seismic design: Yes <br />Resulting Anchor Forces <br />Tension [lb; Shear pbj <br />1 0 1220 <br />Governing shear ratio: 67.1% (Pass) <br />Ratio v..a [lb) my Ijb) <br />Steel strength 71.2% V1 1220 1713 <br />Concrete prYout 87.1% ve 1220 1401 <br />3/8"0 Titen HD, hnom:2.5" (64mm) meets the selected design <br />criteria. <br />68MIL CLIP 1W/ 3/8"0 <br />CONCRETE SCREW ANCHOR <br />AND (4) #10 SCREWS, NOTE 1 <br />d <br />FLANGES PELED BACK <br />FOR CLARITY <br />i <br />"1 <br />#8 SCREWS <br />24" OC, TYP <br />SIMPSON SSC W/ <br />3/8"0 CONCRETE <br />SCREW ANCHOR <br />A15 <br />