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HomeMy WebLinkAboutS-3.1\A1;66'-3{\H0.750000x;\S1#2;}" OVERALL \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR ROOF GIRDER TRUSS VALLEY TRUSS OVERFRAMING @ 24" o.c. HIP GIRDER TRUSS (2)2x8 (2)2x8 (2)2x4 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x8 (2)2x4 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF GIRDER TRUSS(2)2x4 (2)2x4ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. \A1;HIP GIRDER TRUSS \A1;4'-0" +/- MONO ROOF TRUSSES @ 24" 0.C. \A1;4'-0" +/- \A1;HIP GIRDER TRUSS MONO ROOF TRUSSES @ 24" 0.C.MONO G.T. PROVIDE BRG. WALL IN DEAD SPACE \A1;4'-0" +/-VALLEY TRUSS OVERFRAMING @ 24" o.c.MONO ROOF TRUSSES @ 24" 0.C. \A1;AT ATTIC ACCESS HATCH:\P(2)2x6 HEADER 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-3.1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF AAM Meadowview ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof Live05-30-14 125-14006 VRF4TH CAR SPLIT08/18/2014 RJZADDED 2x12 1ST FLOOR DESIGN10/06/2014 RJZARCH REVISIONS10/08/2014 AAMPLAN COORDINATION AND REVISIONS9/22/2016 ROOF FRAMING PLAN1SCALE: 1/8"=1'-0"ELEVATION HR2M 03/21/18 Mike Sheeks