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HomeMy WebLinkAboutS300.0\A1;ROOF TRUSSES @ 24" O.C.\A1;ROOF TRUSSES @ 24" O.C. (2)2x4 ROOF GIRDER TRUSS VALLEY TRUSS OVERFRAMING @ 24" o.c. \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) (2)2x8 (5)2x4 (5)2x4 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8(2)2x4 \A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD \A1;ROOF TRUSSES\P@ 24" o.c. \A1;4'-0" \A1;ROOF TRUSSES\P@ 24" o.c. \A1;4'-0" HIP GIRDER TRUSS \A1;2x6 SPF #2 BALLOON FRAMED STUDS @ 12" O.C. \A1;ROOF TRUSSES @ 24" O.C. (2)2x4(2)2x4 ROOF GIRDER TRUSSROOf TRUSSES @ 24" o.c. VALLEY TRUSS OVERFRAMING @ 24" o.c.(2)2x6(2)2x6 ROOF GIRDER TRUSSROOf TRUSSES @ 24" o.c. \A1;2x4 SPF #2 GRADE @ 12" O.C. BALLOON FRAMED WALL(2)2x8 DROPPED HIP GIRDER TRUSS VALLEY TRUSS OVERFRAMING @ 24" o.c. (2)2x8 (2)2x8 (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE(2)2x8(2)2x8(2)2x8 \A1;ROOF TRUSSES @ 24" O.C. \A1;MONO G.T.ROOF TRUSSES @ 24" O.C. FRMG.\P STEP\A1;ROOF TRUSSES @ 24" O.C. (2)2x8(2)2x8(2)2x8(2)2x8 (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8 \A1;MONO G.T. \A1;MONO G.T. \A1;ROOF TRUSSES @ 24" O.C. 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 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 03-09-18 JGF DLG 125-13024 sheet:Skyview ModelWest Clay - Lot 193Midwest ZoneBase - 18 psf Roof LiveDLGARCH REV.04/20/2018Roof Framing PlanS-3.0ROOF FRAMING PLAN1SCALE: 1/8"=1'-0" 05/17/18 William Hohlt