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HomeMy WebLinkAboutS200.0 - Structural 2nd FloorMETAL HANGER BEARING WALL ABOVE (B.W.A.) AREA OF FLOOR SYSTEM DESIGNED FOR TILE BEAM / HEADER INTERIOR BEARING WALL INTERIOR BRACED WALL PANEL INDICATES POST ABOVE. PROVIDE SOLID\PBLOCKING UNDER POST OR JAMB ABOVE.*INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES \A1;11{\H0.7x;\S7#8;}" I-JOISTS - SERIES & SPACING SPEC. PER MANUF.\A1;11{\H0.7x;\S7#8;}" I-JOISTS - SERIES & SPACING SPEC. PER MANUF. (2)2x6(2)2x6 (2)2x6 END JOISTEND JOIST (5)2x4 \A1;(4) 1{\H0.7x;\S3#4;}" X 11{\H0.7x;\S7#8;}" LVL FLUSH (3)2x4 END JOIST CONT. RIM & I-JOIST @ LANDING\pxql;2x4 SPF STUD GRADE @ 12" O.C. OR 2x4 SPF #2 GRADE @ 16" O.C. BALLOON FRAMED WALL FROM LANDING TO 2ND FLOOR TOP PLATE \A1;3" O.C. NAILING\P(SEE LATERAL BRACING NOTES) R.T. @ 24'' O.C. R.T. @ 24'' O.C. \A1;4'-0"+/- JACK R.T. @ 24" O.C. SIMPSON HUS210-2TF HANGER HIP GIRDER TRUSS (2)2x4\PBM. PKT. (2)2x4\PBM. PKT. 4X4 POST 4X4 POST4X4 POST4X4 POST 4X4 POST4X4 POST (2)2x4(2)2x6(2)2x6 (2)2x4(2)2x4(2)2x4 (2)2x4 HIP GIRDER TRUSS JACK R.T. @ 24" O.C.SIMPSON HUS210-2 HANGER(2)2x10 DROPPED(2)2x10 DROPPED (2)2x10 DROPPED (2)2x10 DROPPED (2)2x10 DROPPED (2)2x10 DROPPED \pxql;(2)2x10 DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS - SERIES & SPACING SPEC. PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS - SERIES & SPACING SPEC. PER MANUF.(2)2x4\PBM. PKT. \A1;F.J. (CANT'D) \A1;ADD'L JOIST \A1;4'-0"\A1;F.J.ADD'L JOIST (CANT'D)ADD'L JOIST (CANT'D) \A1;(2)1{\H0.7x;\S3#4;}"X9{\H0.7x;\S1#4;}" LVL DROPPED(3)2x4(2)2x6 (2)2x6 (5)2x4(5)2x4** ROOF TRUSSES @ 24'' O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS - SERIES & SPACING SPEC. PER MANUF. (3)2x4 (3)2x4 (2)2X12 DROPPED \A1;(2) 1{\H0.7x;\S3#4;}"X16" LVL OR W10x15 DROPPED \A1;3" O.C. NAILING\P(SEE LATERAL BRACING NOTES) (2)2x4(2)2x4 \pxqr;PROVIDE 2X4 @ 16" O.C. SLOPING KNEE WALLS W/ 2X4 HORIZ. BLOCKING BETWEEN TRUSSES UNDER DORMER KNEE WALLS. DORMER OVERFRAMING @24" O.C. (2)2x6(2)2x4(2)2x4 4X4 POST4X4 POST (2)2x4 BM. PKT. 3 PT. BRG. DUAL PITCH ROOF TRUSSES @ 24'' O.C. (2)2X10 DROPPED(2)2X10 DROPPED \pxql;SEE DETAIL 92/S-4.1 \pxqc;(2)2X4 KING &\P(1)2X4 JACK (2)2X6 CONT.DORMER OVERFRAMING @ 24'' O.C.S-4.172 (2)2x6 \A1;(2) 1{\H0.7x;\S3#4;}" X 18" LVL FLUSH BOTTOM(5)2x4 (5)2x4 (5)2x4 (4)2X4* \A1;\pxql;PROVIDE WALL STUDS @ 16" O.C. & FASTEN {\H0.7x;\S1#2;}" GYP. BOARD TO WALL FRAMING W/ 5d COOLER NAILS @ 7" O.C. S-4.135(4)2X4*2nd Floor Framing PlanS-2.02ND FLOOR FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 03-23-22 SDI LAN 125-21002 woodview ModelAmbleside HighlandsLot 45Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 11/30/22