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Load per Level <br />5400 lbs <br />5400 lbs <br />5400 lbs <br />5400 lbs <br />48" <br />48" <br />48" <br />48" <br />144" <br />FRONT VIEW <br />192" <br />8" <br />24" <br />24" <br />24" <br />28" <br />76" <br />8" <br />60" <br />SIDE VIEW <br /> COMPONENTS AND SPECIFICATIONS <br /> Analysis per section 2209 of the 2022 CBC <br />Configuration 4: 3 M 1.7 <br /> Levels: 4 Panels: 5 <br />Ss = 1.31 Fa = 1.2 I = 1 <br />S1 = 0.47 Fv = 1.83 SDC = D <br />VLong = 941 lbs. <br />VTrans = 3903 lbs. <br />Pstatic = 11000 lbs. <br />Pseismic = 7287 lbs. <br />FRAME BEAM CONNECTOR <br />COLUMN <br />3.98 x 2.72 - .089 (4B101) <br />Steel = 55000 psi <br />Stress = 98% (level 1) <br />HORIZONTAL BRACE <br />2.756 x 1.378 - .06 (C715) <br />Stress = 99% (panel 1) <br />DIAGONAL BRACE <br />2.756 x 1.378 - .06 (C715) <br />Stress = 92% (panel 5) <br />5.94 x 2.75 -0.059 (59E) <br />Steel = 55 ksi Max Static Cap. = 6274 lb. <br /> Stress = 87% <br />Max stress = 87% (level 1) <br />5 Tab Connector (IM) <br />Stress = 57% <br />Max stress = 57% (level 1) <br />Base Plate Slab & Soil Anchors <br />Steel = 36000 psi * <br />7.283 x 5.118 x 0.394 in. 2 anchors/plate <br />Moment = 0 in-lb. Stress = 12% <br />Slab = 6" x 3000 psi <br />Sub Grade Reaction = 50 pci <br />Slab Bending Stress = 41% (S) <br />Hilti KB1 ESR-678 <br />0.5 in. x 3.625 in. Embed. <br />Pullout Capacity = 2098 lbs. <br />Shear Capacity = 2544 lbs. <br />Anchor stress = 73% <br />Notes: <br />Diagonal Braces Doubled 1 - 5 <br />Seizmic Analyzer version 20210106 © Copyright 1991-2022 Seizmic Inc. All rights reserved <br />PROJECT: <br />FOR: <br />ADDRESS: <br />SHEET#: <br />CALCULATED BY: <br />DATE: <br />Pace Supply <br />The Beacon Group_Kevin <br />3421 W. Segerstro <br />Santa Ana, CA <br />6 <br />tchang <br />6/20/2023 <br /> TEL:(909)869-0989 <br /> 1130 E. CYPRESS ST, COVINA, CA 91724 <br />PN:20230619_19 <br />3421 W Segerstrom Ave - <br />10111647610/31/2023