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HomeMy WebLinkAboutS201.0\A1;54'-0" \A1;7'-0" \A1;17'-4" (2)2x8 (2)2x6. (2)2x6 \A1;2X6 LADDER FRAMING @ 16" O.C. \P@ ROOF & CLG.\P(TYP.) OR INFILL PER TRUSS MANUF. (2)2x4 (2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. (2)2X6 (2)2x8 \A1;ROOF GIRDER\PTRUSS @ HIPS (TYP.) \A1;ROOF GIRDER TRUSS (4)2x4 \A1;\pxql;PROVIDE 2x4 BLOCKING BETWEEN\PTRUSSES @ 24" o.c. UNDER DORMER \PCHEEK WALLS (TYP.) (2)2x8 (2)2x8 (2)2x8 \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c.\A1;ROOF TRUSSES\P@ 24" o.c. ROOF TRUSSES @ 24" O.C. \A1;2x6 @ 16" O.C. B.F. (2)2x6 \A1;\pxql;(2)2x8 FLUSH w/4x4x{\H0.7x;\S1#4;}" STEEL ANGLE FASTENED w/(3) {\H0.7x;\S1#2;}" DIAM. x 3 {\H0.7x;\S1#2;}" LONG LAG SCREWS & HANGERED TO CANT'D. ROOF TRUSS w/SIMPSON HUC28-2 HANGER (TO SUPPORT STONE ABOVE)\A1;ROOF TRUSS OVERFRAMING @ 24" O.C. (2)2x12 (2)2x12(2)2x4(2)2x4 \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER STANDARD EXT. WALL SHEATHINGS SPECS. (2)2x4(2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2X8 (2)2X8 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) STRUCTURAL GABLE END ROOF TRUSS (2)2x8 (4)2x4 \A1;63'-5" - OVERALL AT OPT. MASONRY WRAP \A1;63'-5" - OVERALL AT OPT. MASONRY WRAP (2)2x8 (2)2x6. (2)2x6 (4)2x4 (2)2x4 (2)2x4 (2)2X6 (2)2x8 \A1;ROOF GIRDER TRUSS (4)2x4 (2)2x8\A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c.\A1;ROOF TRUSSES\P@ 24" o.c. ROOF TRUSSES @ 24" O.C. \A1;R.T O.F. \P@ 24" O.C. (2)2x12 (2)2x12 (2)2x4(2)2x4 \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER STANDARD EXT. WALL SHEATHINGS SPECS. (2)2x4(2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2X8 (2)2X8 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) STRUCTURAL GABLE END ROOF TRUSS \A1;ROOF TRUSSES\P@ 24" o.c. 4x4 PT. POST 4x4 PT. POST \A1;STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;ROOF TRUSSES @ 24" o.c. \A1;R.T. @\P24" o.c.\A1;STRUCTURAL GABLE END ROOF TRUSS (2)2x8(2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;R.T. @\P24" o.c. (2)2x4(2)2x8 (2)2x4 (2)2x4 \A1;PROVIDE 3-PLY ROOF GIRDER TRUSS DESIGNED TO SUPPORT VENEER ABOVE AND MEET L/600 OR 0.3" MAX. DEFLECTION CRITERIA. SEE IRC SECTION 703.7.2.2 FOR MORE INFORMATION (2)2x8 (2)2x8 Roof Framing PlanS-3.1ROOF FRAMING PLAN1 ELEVATION 2 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15001 2596 Geneva ModelIndiana Divisionsheet: DLG3 NEW ELEVATIONS06/29/2017 NJDARCH REVISIONS08/07/2015 NJDBRICK WRAP ADDITION09/17/2015 NJDARCH REVISIONS02/11/2016 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) ROOF FRAMING PLAN2 ELEV. ET01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)(SEE ELEV. 1 FOR MORE INFO)(SEE ELEV. 1 FOR MORE INFO) 06/06/19 William Hohlt