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HomeMy WebLinkAboutS200.0\A1;1'-9" \A1;80'-8" \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x6 DROPPED \A1;ROOF TRUSSES @ 24" o.c. \A1;ROOF TRUSSES @ 24" o.c.\A1;ROOF TRUSSES @ 24" o.c. (2)2x8 (2)2x8 (2)2x8 (2)2x4 \A1;(2)2x4 KING STUDS\P(1)2x4 JACK STUD (2)2x4 (2)2x6 (4)2x6(2)2x10 DROPPED \A1;5{\H0.7x;\S1#4;}"x5{\H0.7x;\S1#4;}" LVL POST \A1;(2)1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM OR W8x40 OR W10x26 STL BM (2)2x6 \A1;(2)2X6 KING STUDS\P(1)2X6 JACK STUD (2)2x6 (2)2x8 DROPPED (2)2x6 (2)2x6 (2)2x6 DOUBLE JOIST DOUBLE JOISTEND JOIST END JOIST END JOIST END JOIST END JOIST \A1;(3) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH OR (2)1{\H0.7x;\S3#4;}"x14" LVL FLUSH TOP (3)2x4 (3)2x4 (2)2x8 CONT. \A1;(4)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM OR W10x22 OR W12x19 STL BMOFFSET BRG. WALL ABOVE (780 PLF) (2)2x8 (2)2x8 \A1;(4)2x4\A1;(4)2x4 \A1;(2)2x4 \A1;(2)2x4 (2)2x10 DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. END JOIST END JOIST F.J. \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x6 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) \A1;4'-0" HIP GIRDER TRUSS \A1;R.T. @ 24" o.c. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (3)2x4 (3)2x4 \A1;R.T. @ 24" o.c. (2)2x4 (2)2x4 \A1;(2)2x4 KING STUDS\P(1)2X4 JACK STUD \A1;ROOF TRUSSES @ 24" o.c. (HIGH) (2)2x8 DROPPED \A1;(2)1{\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM HIP G.T. HIP G.T. MONO G.T. MONO G.T. \A1;R.T. @ 24" o.c. (2)2x4 (2)2x8 CONT.\A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2x4(2)2x8 CONT.\A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD \pxqc;VALLEY TRUSS OVERFRAMING @ 24" o.c. (2)2x8 CONT. (2)2x4 \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD (2)2x8 CONT. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \pxqc;OPEN TO ABOVE F.J. F.J. F.J.F.J. \pxqc;OPEN TO ABOVE (2)2x8 \A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD(2)2x8 CONT. \A1;(2)2x4 \A1;(2)1{\H0.7x;\S3#4;\H1.4286x;"x16" LVL} CONT. FULL WIDTH OF PORTAL FRAME (VENEER LINTEL OPTION A)\POR (2)1{\H0.7x;\S3#4;\H1.4286x;"x22" LVL CONT. FULL WIDTH OF PORTAL FRAME (VENEER LINTEL OPTION C)\P(SEE NOTE ON S-0)} \A1;HIP G.T.(2)2x4\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;JACK TRUSSES@ 24" o.c. (4)2x4 (3)2x4 (3)2x4 (2)2x8 \A1;8'-0" INT. BRACED WALL PANEL\A1;(SEE NOTES) (2)2x6 \A1;(2)2x4(2)2x8 (2)2x8 CONT. (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.\A1;8'-0" INT. BRACED WALL PANEL\A1;(SEE NOTES) \A1;2x6 BALLOON FRAMED WALL @ 16" o.c. (SEE NOTES) \A1;1'-9"\A1;80'-8" \A1;4'-0" \A1;(SEE NOTES)(2)2x4(2)2x8 CONT.\A1;(2)2X4 KING STUDS\P(1)2X4 JACK STUD\A1;JACK TRUSSES@ 24" o.c.\A1;8'-0" INT. BRACED WALL PANEL\A1;(SEE NOTES) (2)2x6 \A1;{\H1x; (2)1\H0.7x;\S3#4;\H1.4286x;"x14" LVL} \A1;(2)2x4(2)2x8 (2)2x8 \A1;ROOF TRUSSES @ 24" o.c. HIP GIRDER TRUSS \A1;R.T. @ 24" o.c.\A1;(2)2x4 2nd Floor Framing PlanS-2.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 05-15-19 JGF WC 104-12039 5271 ModelWest Clay - Lot 323Indiana Divisionsheet:2ND FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 06/16/19 William Hohlt