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S202.0
\A1;29'-3{\H0.750000x;\S1#2;}"\A1;4'-1"\A1;4'-1" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH\A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;5'-0" \A1;ROOF TRUSSES\P@ 24" o.c. \A1;(SEE NOTES) \A1;ROOF TRUSSES @ 24" O.C. \A1;5'-0" (2)2X4 (2)2X4 (2)2X4(2)2X4 \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER STANDARD EXT. WALL SHEATHINGS SPECS. (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2X6 (2)2x8 4x4 PT POST 4x4 PT POST STRUCTURAL GABLE END ROOF GIRDER TRUSS (4)2x4 ROOF GIRDER TRUSS (4)2x4 \A1;ROOF TRUSSES @ 24" O.C.\A1;29'-3{\H0.750000x;\S1#2;}" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;5'-0" \A1;R.T.\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;(SEE NOTES) \A1;ROOF TRUSSES @ 24" O.C. \A1;5'-0" (2)2X4 (2)2X4 (2)2X4(2)2X4 \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER STANDARD EXT. WALL SHEATHINGS SPECS. (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (2)2x4 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES)(2)2X6 \A1;MONO G.T. \A1;ROOF TRUSSES @ 24" O.C. (2)2x8 \A1;DORMER OVERFRAMING \A1;ROOF TRUSSES @ 24" O.C. (4)2x4 ROOF GIRDER TRUSS (4)2x4 \A1;ROOF TRUSSES @ 24" O.C.Framing Plan Opts.SO-2.2 PARTIAL 2ND FLOOR FRAMING PLAN1 OPT. SIDE LOAD GARAGE w/ 4' EXT.copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15004 3007 Turin ModelIndiana Divisionsheet: DLGADDED 2 ELEVATIONS06/29/2017 AAMADDED RIM BOARD NOTE UNDER ARCH. STAIR WALL06/15/2016 DLGADDED ELEV. EC0104/28/2017 VRFADDED 4' GARAGE SIDE EXTENSION08/16/2017 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL 2ND FLOOR FRAMING PLAN2 OPT. SIDE LOAD GARAGE w/ 4' EXT.SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION ET01 SHOWN ELEVATION EC01 SHOWN 05/20/19 William Hohlt