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Company <br />Designer <br />Job Number <br />Model Name <br />: <br />: <br />: <br />: <br />DOTec Corp. <br />MA <br />B2411094_000 <br />RL Construction <br />Checked By : ALG <br />3/6/2025 <br />1:15:55 PM <br />RISA-3D Version 22 [ Risa_01.r3d ] <br />Member Primary Data (Continued) <br />Label I Node J Node Rotate(deg) Section/Shape Type Design List Material Design Rule <br />4 M12 N25 N24 HSS4X4X1/8''Beam BAR A500 Gr.B Rect Typical <br />5 M13 N8 N7 HSS4X4X1/8''Beam BAR A500 Gr.B Rect Typical <br />6 M14 N4 N8 90 HSS6X4X3/16 Beam Tube A500 Gr.B Rect Typical <br />7 M15 N7 N3 90 HSS6X4X3/16 Beam Tube A500 Gr.B Rect Typical <br />8 M16 N3 N4 270 L2.5X2.5X3/16 Beam BAR A36 Gr.36 Typical <br />Wall Panel Data <br />Label A Node B Node C Node D Node Material Type Material Set Thickness [in] Design Rule Panel/Spacing <br />1 WP1 N3 N1 N2 N4 Masonry Concrete Matl 8 Typical 32 <br />2 WP2 N2 N4 N8 N6 Masonry Concrete Matl 8 Typical 32 <br />3 WP3 N1 N3 N7 N5 Masonry Concrete Matl 8 Typical 32 <br />Masonry Wall Reinforcement <br />Wall Region Hor. Bar Size Vert. Bar Size Boundary Reinf. <br />1 WP1 R1 #4@120in oc #4@32" oc (ctr)1-#4 <br />2 WP2 R1 Not Reqd.#4@32" oc (ctr)1-#4 <br />3 WP3 R1 Not Reqd.#4@32" oc (ctr)1-#4 <br />69 of 89 <br />3201 S Halladay St <br />5/5/2025