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HomeMy WebLinkAboutS200.0METAL 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;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E \A1;55'-1" - AT MASONRY WRAP (2)2x8 (1)2x4 KING STUD + (1)2x4 JACK STUD EA. SIDE OF KING (2)2x4(2)2x4ROOF GIRDER TRUSS \pxql;(4)2x6\PB.F. \pxql;VALLEY TRUSS OVERFRAMING @ 24" o.c.\pxql;(2)2x6(2)2x8 (2)2x8 (1)2X6 B.F. KING STUD + (1)2x6 JACK STUD EA. SIDE OF KING (3)2X6 B.F. KINGS + (1)2x6 JACK (2)2x8(2)2x8 (2)2x8 HIP GIRDER TRUSSJACK TRUSSES @ 24" O.C. \A1;4'-0" +/- \pxql;EXTEND EXTERIOR OSB WALL SHEATHING FULL HEIGHT OF WALL (BEHIND LOW ROOF TRUSSES) (2)2x8 (2)2x8 (2)2x8 ROOF G.T.(4)2x4 (4)2x4 (2)2x8 (2)2x8 HIP GIRDER TRUSSJACK TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. (2)2x8 CONT. \A1;2x6 SPF 'STUD' GRADE BALLOON FRAMED\P@ 16" O.C. (SEE NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;2x6 SPF 'STUD' GRADE \PB.F. (SEE NOTES) \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) \A1;\pxql;ROOF TRUSSES @ 24" O.C.\A1;\pxql;STRUCTURAL GABLE END ROOF GIRDER TRUSS (2)2x6(2)2x6 \pxql;VALLEY TRUSS OVERFRAMING @ 24" o.c. \A1;4'-0" +/-Roof Framing PlanS-3.0ROOF FRAMING PLAN1SCALE: 1/8"=1'-0"ELEVATION HR3S copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveVRF3RD CAR FRONT LOAD GARAGE ADDED01/29/2015VRF2 CAR SIDE LOAD GARAGE w/ 4' EXT. ADDED03/13/201509/09/19 William Hohlt