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HomeMy WebLinkAboutS200.0\A1;30'-11{\H0.75x;\S1#2;}" \A1;PROVIDE ROOF GIRDER TRUSS UNDER EXTERIOR VENEER ABOVE. DESIGN TRUSS TO SUPPORT VENEER & PROVIDE L/600 OR 0.3" MAX DEFLECTION CRITERIA. PLEASE SEE IRC SECTION 703.7.2.2 FOR MORE INFORMATION (2)2x8 (2)2X6 (2)2x8 (2)2x8 HIP GIRDER TRUSS HIP GIRDER TRUSS \A1;ROOF GIRDER TRUSS(2)2x8 \A1;UNDER FRAME CEILING AS REQ'D \A1;STEP UP B.C. OF ROOF TRUSS TO 11' CEILING HERE (TRUSSES DO NOT BEAR AT STEP) HIP GIRDER TRUSS R.T.\P @ 24" O.C.ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. R.T.\P @ 24" O.C.R.T.\P @ 24" O.C.R.T.\P @ 24" O.C. ROOF TRUSSES @ 24" O.C. (2)2x4 (2)2x4 (2)2x12 (2)2x12 (2)2x4 (2)2x8 (2)2x4(2)2x4(2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LSL\PDROPPED (3)2x4 (2)2x8 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. (3)2x4 HIP GIRDER TRUSS STRUCTURAL GABLE END ROOF GIRDER TRUSS (2)2x8 ROOF TRUSSES @ 24" O.C. \A1;R.T. @ \P24" o.c. (2)2x6 ROOF TRUSSES @ 24" O.C. \A1;ROOF GIRDER TRUSS \A1;ROOF TRUSSES @ 24" o.c. OR 2x6 R.R. AND C.J. @ 24" o.c. \A1;PROVIDE {\H0.7x;\S7#16;}" OSB SHEATHING & FASTEN PER STND. EXTERIOR WALL NAILING SPECS.\P(SEE NOTES) \A1;5'-10" \A1;(3)2x4 KING STUDS\P(1)2X4 JACK STUD (2)2x4 (2)2x4 \A1;(3)2x4 KING STUDS\P(1)2X4 JACK STUD (2)2x4 \A1;2x6 @ 16" o.c BALLOON FRAMED WALL\P@ 11'-0" FAM. RM. WALL (2)2x8 CONT. (2)2x6 (2)2x6 (2)2x6 (2)2x6 (2)2x8 CONT. \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x4 (2)2x6 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) 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 Roof Framing PlanS-3.0 ROOF FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 10-18-19 JGF TEH 104-15002 2600 Monaco ModelIN - Heritage at Spring Mill - Lot 08Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET) 11/18/19 William Hohlt