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HomeMy WebLinkAboutS200.0(2)2x8 (2)2x8 DROPPED(4)2x4(4)2x4 (2)2x4(2)2x4(2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x4(2)2x4(2)2x8 CONTINUOUS(2)2x4 KING STUDS + (1)2x4 JACK STUD 3-PT. BRG. ROOF TRUSSES @ 24" O.C. (2)2x4(2)2x4(2)2x8 CONTINUOUS (2)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x8 (2)2x8 (2)2x6 (4)2x4 (4)2x4\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH(2)2x8 DROPPED\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH ROOF TRUSSES @ 24" O.C. (3)2x4(3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL DROPPED (2)2x8 DROPPED ROOF TRUSSES @ 24" O.C. (3)2x4(3)2x4 (2)2x4(2)2x4(2)2x8 CONTINUOUS(3)2x4 KING STUDS + (1)2x4 JACK STUD (2)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW) R.T. @ 24" O.C. (6)2x4POST ABOVE**\A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH TOP (HIGH)\A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH TOP (HIGH) \A1;DOUBLE END JOIST (HIGH)END JOIST (HIGH) FRMG. STEP \A1;11{\H0.7x;\S7#8;}" I-JOISTS (HIGH) -SERIES & SPACING SPEC. PER MANUF.- (6)2x4(6)2x4 (6)2x4 ROOF TRUSSES @ 24" O.C. (2)2x8 HIP GIRDER TRUSS MONO G.T. \A1;4'-0" +/-MONO ROOF TRUSSES @ 24" 0.C. HIP GIRDER TRUSS MONO G.T. \A1;4'-0" +/-MONO ROOF TRUSSES @ 24" 0.C.(2)2x8 (2)2x8 (2)2x8 DROPPED (2)2x8 * (6)2x4(2)2x10\A1;(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL FLUSH BOTTOM END JOIST (2)2x4\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;SIMPSON HUS1.81/10 HANGER END JOIST (3)2x4 * R.T. @ 24" O.C. POST ABOVE*\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE (3)2x4 (3)2x4 (3)2x4 (2)2x4 *(3)2x4*(3)2x4\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;(3)1{\H0.7x;\S3#4;}"x18" LVL DROPPED\A1;SIMPSON HU616 HANGER (2)2x8 CONTINUOUS (3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x16" LSL DROPPED \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES)POST ABOVE* (2)2x8 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH(3)2x4 (3)2x4 (2)2x4(2)2x4 (2)2x4 KINGS + (1)2x4 JACK STUD R.T. @ 24" O.C. (6)2x4(2)2x8 DROPPED\A1;SIMPSON HHUS410 HANGER \A1;(2) 1{\H0.7x;\S3#4;}"x18" LVL DROPPED (3)2x4 (2)2x8(2)2x8 (2)2x10 ROOF TRUSSES @ 24" O.C. (2)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(2) 1{\H0.7x;\S3#4;}"x14" LSL DROPPED ROOF TRUSSES @ 24" O.C. HIP GIRDER TRUSS MONO ROOF TRUSSES @ 24" 0.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;SIMPSON HUS1.81/10 HANGER (4)2x4 END JOIST END JOIST (2)2x4 END JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH DOUBLE END JOIST Second Floor Framing PlanS-2.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF BJD Meadowview ModelIN West Clay - Lot 200Midwest Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof Live03-08-17 125-14006 2nd FLOOR FRAMING PLAN SCALE: 1/8"=1'-0"1 04/17/18 Adam Schriner