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HomeMy WebLinkAboutS100.0\A1;1'-4" \A1;8'-8{\H0.75x;\S7#8;}" (2)2x6 \A1;OVERFRAMED DORMER (2)2x8 (2)2X6 (2)2x8 (2)2x8 HIP GIRDER TRUSS \A1;5'-10" 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 \A1;\pxql;VALLEY TRUSS OVERFRAMING @ 24" O.C. R.T.\P @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. (CANT'D) 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)2x8 (2)2x4(2)2x4(2)2x4 (3)2x4\A1;(2)1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LSL DROPPED (3)2x4 (2)2x8 (2)2x8 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES @ 24" o.c. OR 2x6 R.R. AND C.J. @ 24" o.c. STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x8 \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C.\A1;(3)2x4 KING STUDS\P(1)2X4 JACK STUD(2)2x4 (2)2x4 \A1;(2)2x4 KING STUDS\P(1)2X4 JACK STUD ROOF GIRDER TRUSS (4)2x4 (2)2x4 (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;BLOCKED PANEL EDGES\A1;(SEE NOTES) (4)2x4 \A1;ROOF TRUSSES TO BE DESIGNED TO CANTILEVER OFF OF FRONT 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 Roof Framing PlanS-3.0ROOF FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 02-25-20 JGF TEH 104-15002 2600 Monaco ModelIN - Heritage At Spring Mill - Lot 35Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET) 03/19/20 William Hohlt