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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 & SCHEDULES \A1;4'-0" STRUCTURAL GABLE END ROOF TRUSS (5)2x4 (5)2x4 (2)2x4(2)2x4 (2)2x8 CONTINUOUS (2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x8 (2)2x8 (2)2x8 (2)2x8(2)2x8(2)2x8 ROOF GIRDER TRUSS STRUCTURAL GABLE END ROOF TRUSS VALLEY TRUSS OVERFRAMING @ 24" o.c. (2)2x6 \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. \A1;R.T. @ 24" O.C. (4)2x4 (4)2x4\A1;ROOF GIRDER TRUSS \A1;B.W.P.\A1;(SEE NOTES) \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) (2)2x8 STRUCTURAL GABLE END ROOF TRUSS \A1;ROOF TRUSSES @ 24" O.C.(2)2x8 (2)2x8 CONTINUOUS\A1;ROOF TRUSSES @ 24" O.C. VALLEY TRUSS OVERFRAMING @ 24" o.c.(2)2x4 (2)2x4 KING STUDS + (1)2x4 JACK STUD(2)2x8 CONT.Roof Framing PlanS-3.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF JTF Trailway ModelWest Clay - Lot 658Indianasheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone12-12-18 125-14007 ROOF FRAMING PLANSCALE: 1/8"=1'-0"1 01/03/19 William Hohlt