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S200.0
METAL HANGER BEARING WALL ABOVE (B.W.A.) AREA OF FLOOR SYSTEM DESIGNED FOR TILE BEAM / HEADER INTERIOR BEARING WALL INTERIOR BRACED WALL PANEL INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULESREFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES (1)2x6 KING STUD + (1)2x6 JACK EA. SIDE \A1;HIP GIRDER TRUSS \A1;4'-0" +/- \A1;ROOF TRUSSES @ 24" O.C. (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 \A1;ROOF TRUSSES @ 24" O.C.\A1;ROOF TRUSSES @ 24" O.C. \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;ROOF TRUSSES @ 24" O.C. ROOF GIRDER TRUSS(2)2x4 (2)2x4(4)2x4 ROOF GIRDER TRUSS(4)2x4\A1;R.T. @ 24" O.C.\A1;R.T. @ 24" O.C. \A1;4'-0" +/-\A1;HIP GIRDER TRUSS MONO ROOF TRUSSES @ 24" 0.C.VALLEY TRUSS OVERFRAMING @ 24" o.c.VALLEY TRUSS OVERFRAMING @ 24" o.c.MONO ROOF TRUSSES @ 24" 0.C. (2)2x8 ROOF GIRDER TRUSS(4)2x6 (2)2x8 (2)2x8 (2)2x8 (2)2x8 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) 6)2x4 (2)2x4 (1)2x4 KING STUD + (1)2x4 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 (2)2x8(2)2x8(2)2x8(2)2x8 \A1;HIP GIRDER TRUSS MONO ROOF TRUSSES @ 24" 0.C. MONO ROOF TRUSSES @ 24" 0.C. \A1;4'-0" +/- MONO ROOF GIRDER TRUSS copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-19-20 JGF SL 125-13023 sheet:Rockwall ModelTowne Meadow - Lot 44Midwest ZoneRoof Framing PlanS-3.0ROOF FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 01/05/21