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HomeMy WebLinkAboutS101.0\A1;3'-4{\H0.750000x;\S1#2;}" \A1;4'-2" \A1;5'-9{\H0.750000x;\S1#2;}" \A1;5'-9{\H0.750000x;\S1#2;}" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (1)2x8 HIP GIRDER TRUSS\A1;R.T.\P@ 24" o.c. (2)2x12 DROPPED (2)2x4 BM POCKET (2)2x8 (1)2x8 (2)2x4 ROOF GIRDER TRUSS \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X14\H1x;" LVL DROPPED}(2)2X6 \pxqc;OPEN TO ABOVE UNDER DORMER WALL ROOF GIRDER TRUSS\A1;2X4 @ 16" O.C. BALLOON FRAMED\A1;WALL TOP PLATE TO FOLLOW RAKE\POF CEILING PROFILE (2)2x4 BM POCKET \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. (2)2x4 (1)2x8 (2)2X4 \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES@ 24" o.c. \A1;MONO G.T. OR (2)2x8 FLUSH \A1;ROOF TRUSSES\P@ 24" o.c. \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;ROOF TRUSSES @ 24" O.C. \A1;4'-0"(2)2X4(2)2X4(2)2X4(2)2X4 (2)2x8 \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;}" LSL \A1;BLOCKED PANEL EDGES \P(SEE NOTES)(2)2x12 DROPPED \pxql;4x4 P.T. POST w/SIMPSON BCS2-2/4 POST CAP & ABW44Z POST BASE (TYP) (2)2X4 POCKET \pxql;PROVIDE GYPSUM SHEATHING ALONG THIS WALL FASTENED TO WALL FRMG w/ 5D COOLER NAILS @ 4" O.C. \A1;3"O.C. EDGE NAILING \P(SEE NOTES) (2)2x8 \A1;29'-3{\H0.750000x;\S1#2;}"\A1;4'-1" \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (1)2x8 ROOF GIRDER TRUSS \A1;(2)1 {\H0.7x;\S3#4;\H1.4286x;"X14\H1x;" LVL DROPPED}\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH(2)2X6 \pxqc;OPEN TO ABOVEUNDER DORMER WALL ROOF GIRDER TRUSS (2)2x4 (1)2x8 (2)2X4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;5'-0" \A1;ROOF TRUSSES@ 24" o.c. \A1;R.T.\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;ROOF TRUSSES @ 24" O.C. \A1;5'-0" (2)2X4(2)2X4(2)2X4(2)2X4 (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL (2)2x4 (2)2X6 \A1;MONO G.T. \A1;ROOF TRUSSES @ 24" O.C.(2)2x8 (1)2x8(2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;ROOF TRUSSES\P@ 24" o.c. \A1;2X4 @ 16" O.C. BALLOON FRAMED\A1;WALL TOP PLATE TO FOLLOW RAKE\POF CEILING PROFILE (2)2x4 (2)2x4 (2)2x4STRUCTURAL GABLE END ROOF G.T. \A1;2X4 R.R. & C.J\P@ 24" O.C.(2)2x6 \A1;(2)2X4 B.F. KING STUDS\P(1)2X4 B.F. JACK STUD \A1;(2)2X4 B.F. KING STUDS\P(1)2X4 B.F. JACK STUD \A1;ROOF TRUSSES @ 24" O.C. 4x4 PT POST \A1;BLOCKED PANEL EDGES \P(SEE NOTES)4x4 PT POST \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER BLOCKED PANEL EDGES SHEATHINGS SPECS. \A1;3"O.C. EDGE NAILING \P(SEE NOTES) S-4.11 2nd Floor Framing PlanS-2.1 PARTIAL 2nd FLOOR FRAMING PLAN1ELEVATION 2 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15004 3007 Turin ModelIndiana Divisionsheet: DLGADDED 2 ELEVATIONS06/29/2017 AAMADDED RIM BOARD NOTE UNDER ARCH. STAIR WALL06/15/2016DLGADDED ELEV. EC0104/28/2017VRFADDED 4' GARAGE SIDE EXTENSION08/16/2017AMA2020 INDIANA CODE UPDATE01/17/2020 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL 2nd FLOOR FRAMING PLAN2ELEVATION ET01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 08/13/20 William Hohlt