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HomeMy WebLinkAboutS200.0 - Stucture Second 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 (2)2x10 DROPPED (2)2x10 DROPPED 4X4 POST 4X4 POST 4X4 POST (2)2x6 (2)2x6 (2)2x6 (2)2x6(2)2x4 (2)2x6(2)2x4\PBM PKT.\A1;4'-0"+/- MONO R.T. @ 24" O.C. JACK R.T. @ 24" O.C.(2)2x10 DROPPED (2)2x10 DROPPED 4X4 POST \A1;F.J. (CANT'D) \A1;ADD'L JOIST\A1;4'-0"(2)2x4 *(3)2x4 HIP GIRDER TRUSS \A1;3" O.C. NAILING\P(SEE LATERAL BRACING NOTES)ADD'L JOIST (CANT'D) (2)2x6* SIMPSON HUS210-2TF HANGER ADD'L JOIST (CANT'D) (2)2x8 (2)2x6 (3)2x4 (2)2x4* (2)2x4* \A1;11 {\H0.7x;\S7#8;}'' I-JOISTS -SERIES & SPACING SPEC. PER MANUF.\A1;\pxql;FASTEN RIM TO ENDS OF CANT'D JOISTS w/ UPSIDE-DOWN HANGERS (2)2x6(2)2x6(2)2x6 (2)2x6 (2)2x6(2)2x6 END JOIST END JOISTEND JOIST (2)2x6\PFLUSH TOP (6)2x4 \A1;5{\H0.7x;\S1#4;}"X 5{\H0.7x;\S1#4;}" LVL POST (5)2x4 (2)2x4 (2)2x4 (2)2x4 \A1;W8X21 FLUSH 2-SPAN CONT. \A1;W8X21 FLUSH 2-SPAN CONT. \A1;1{\H0.7x;\S3#4;}"X11{\H0.7x;\S7#8;} " LVL FLUSH(2)2x6(2)2x4 \pxqr;POST TO BEAR DIRECTLY ON FND. WALL \A1;\pxql;FASTEN PLATE TO TOP FLANGE OF STEEL BM. W/ P.A.F.'S (HILTI DNI47P8 PINS OR EQUAL) @ 16" O.C. STAGGERED OR {\H0.7x;\S1#2;}" DIA. BOLTS @ 48" O.C. S-4.1 \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. \A1;11 {\H0.7x;\S7#8;}'' I-JOISTS -SERIES & SPACING SPEC. PER MANUF.(2)2x10MONO R.T. @ 24" O.C. \A1;11 {\H0.7x;\S7#8;}'' I-JOISTS -SERIES & SPACING SPEC. PER MANUF. (2)2x6 ROOF TRUSSES @ 24" O.C. DUAL-PITCH ROOF TRUSSES @ 24" O.C. (2)2x4 (2)2x4\A1;3" O.C. NAILING\P(SEE LATERAL BRACING NOTES) (2)2x8 CONT. \pxqr;PROVIDE 2X4 @ 16" O.C. SLOPING KNEE WALLS W/ 2X4 HORIZ. BLOCKING BETWEEN TRUSSES UNDER DORMER KNEE WALLS. DORMER OVERFRAMING @24" O.C. ROOF TRUSSES @ 24" O.C. \pxqc;(2)2X4 KING &\P(1)2X4 JACK 4X4 POST 4X4 POST(2)2X12 DROPPED (2)2X12 DROPPED VALLEY TRUSS OVERFRAMING @ 24" O.C. (2)2x4\PBM PKT. (2)2x4\PBM PKT. (2)2x4 (2)2x4 \A1;PORTAL FRAME\P(SEE DETAIL A/S-4.0) (2)2x4 \A1;(2) 1{\H0.7x;\S3#4;}"X11{\H0.7x;\S1#4;}" LVL CONT. FULL WIDTH OF PORTAL FRAME STRUCTURAL GABLE END ROOF TRUSS (2)2x4 (2)2x6 2nd Floor Framing PlanS-2.0 2ND 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 125-21003 Summerfield ModelAmbleside HighlandsLot 43Midwest 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