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HomeMy WebLinkAboutS300.0R.T. @ 24" 0.C. (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. (3)2x4(2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x6 (3)2x4 ROOF GIRDER TRUSS \A1;ROOF TRUSSES @ 24" O.C. ROOF GIRDER TRUSS ROOF GIRDER TRUSS (5)2x4 VALLEY TRUSS OVERFRAMING @ 24" o.c. VALLEY TRUSS OVERFRAMING @ 24" o.c. (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) (2)2x8 (2)2x8 (2)2x8 \A1;STRUCTURAL GABLE END ROOF TRUSS HIP GIRDER TRUSS MONO G.T. R.T. @ 24" 0.C. MONO G.T. (5)2x4 MONO G.T.\A1;ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. (2)2x8 CONT.\A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD (2)2x8 (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE(2)2x4(2)2x8 \A1;2x6 @ 12" o.c. (SPF #2 GRADE) BALLOON FRAMED WALL 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 Roof Framing PlanS-3.0 ROOF FRAMING PLAN1SCALE: 1/8"=1'-0" issue date: drawn by: project mgr: Mulhern+Kulp project number: initial: REVISIONS: date: sheet: 05-15-19 JGF JTF 125-13024copyright : MULHERN + KULPStructural Engineering, Inc.cSkyview ModelWest Clay - Lot 659IN Division1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone06/11/19 Adam Schriner