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HomeMy WebLinkAboutS201.0\A1;14'-7{\H0.750000x;\S1#2;}" \A1;1'-4" (2)2x6 (2)2X6 STRUCTURAL GABLE END ROOF GIRDER TRUSS ROOF TRUSSES @ 24" O.C. (2)2x8 \A1;ROOF GIRDER TRUSS(2)2x8 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. R.T.\P @ 24" O.C. (2)2x4 (2)2x4 \A1;R.T.\P@ 24" o.c. (2)2x12(2)2x12 (2)2x4 (2)2x8 (2)2x8 (2)2x4(2)2x4(2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C.ROOF TRUSSES @ 24" O.C. \A1;OVERFRAMED DORMER (2)2x8 4x4 PT. POST 4x4 PT. POST 4x4 PT. POST\A1;ROOF TRUSSES TO BEAR ON EXT WALL ROOF TRUSSES @ 24" O.C. (2)2x8 DROPPED (2)2x8 DROPPED (2)2x8 (2)2x8 \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES)\A1;ROOF GIRDER TRUSS \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" 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 \A1;53'-7" - OVERALL AT OPT. MASONRY WRAP\A1;13'-11{\H0.750000x;\S1#2;}" (2)2x6 \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 \A1;ROOF GIRDER TRUSS(2)2x8 ROOF TRUSSES @ 24" O.C. R.T.\P @ 24" O.C. (2)2x4 (2)2x4 (2)2x12(2)2x12 (2)2x4 (2)2x4(2)2x4(2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LSL\PDROPPED (3)2x4 ROOF TRUSSES @ 24" O.C. (3)2x4 HIP GIRDER TRUSS STRUCTURAL GABLE END ROOF GIRDER TRUSS 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;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x8 (2)2x8 (2)2x8 \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C.Roof Framing PlanS-3.2 ROOF FRAMING PLAN1ELEVATION NC01 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15002 2600 Monaco ModelIndiana Divisionsheet: DLGADDED 3 ELEV.06/29/2017 NJDMASONRY WRAP ADDED09/17/2015NJDARCH REVISIONS02/10/2016VRFGARAGE OPTIONS ADDED08/04/2017AMA2020 INDIANA CODE UPDATE01/01/2020 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) ROOF FRAMING PLAN2ELEVATION EC01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 04/07/21