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HomeMy WebLinkAboutS100.0METAL 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 & SCHEDULESREFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES \A1;4'-0" (2)2x8 (2)2x6 BM. POCKET (2)2x8 (2)2x6 (2)2x6 (2)2x8(3)2x4\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x6 (2)2x6 END JOIST (2)2x8 (3)2x4 \A1;(5)2x6 \A1;11{\H0.7x;\S7#8;}" I JOISTS w/SERIES & SPACING PER MANUF. (2)2x8 (2)2x8 ROOF TRUSSES @ 24" O.C. *\A1;3{\H0.7x;\S1#2;}"x7" LVL POST*(1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8 OPEN TO ABOVE (2)2x4 \A1;DESIGN JOISTS UNDER OPT. FREE STANDING TUB FOR LL=50PSF + DL=20PSF (FOR POSSIBLE TILE) S-4.1 S-4.1 END JOISTEND JOIST \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.-END JOIST \A1;\pxql;PROVIDE {\H0.7x;\S1#2;}" GYP. BOARD FASTENED w/ 5D COOLER NAILS @ 4" O.C. (2)2x4 BM. POCKET (2)2x8 (2)2x4 (3)2x4 (3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL HEADER \A1;3{\H0.7x;\S1#2;}"x7" LVL POST MAX 10'-6" TALL \A1;BLOCKED PANEL EDGES \P(SEE NOTES)\A1;(2)2x12 HEADER DROPPED POST ABOVE*\A1;W12x30 OR\P(3)1{\H0.7x;\S3#4;}"x20" LVL DROPPED \A1;(3)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D)(2)2x8 OPEN TO ABOVE \A1;(3)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2X8 MSR 1750f-2.0E*(3)2x4 \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.- *(3)2x4 (2)2x12 DROPPED 4x4 P.T. POST4x4 P.T. POST ROOF TRUSSES @ 24" O.C.(2)2x12 DROPPED(2)2x12 DROPPED4x4 P.T. POST \A1;(2)2x4 BM POCKET SIMPSON HUC212-2 HANGERROOF TRUSSES @ 24" O.C.(2)2x8(2)2x8 \A1;DOUBLE END JOIST (CANT'D) ROOF TRUSSES @ 24" O.C. \A1;\pxql;FASTEN RIM BOARD TO CANT'D JOISTS w/ INVERTED JOIST HANGERS S-4.11 (2)2x6 (2)2x8(2)2x8 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;(2)2x4 \A1;(2)2x12 DROPPED\A1;(2)2x4 (2)2x8 DROPPED4x4 P.T. POST4x4 P.T. POST 4x4 P.T. POST(2)2x8 DROPPED(2)2x8 DROPPED 4x4 P.T. POST 4x4 P.T. POST (2)2x8 DROPPED ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. HIP GIRDER TRUSS (2)2x8 DROPPED (2)2x8 DROPPED \A1;SIMPSON HUC28-2 HANGER \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;2x6 SPF #2 GRADE BALLOON FRAMED WALL @ 12" O.C. \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES)\A1;2x6 SPF #2 GRADE BALLOON FRAMED WALL @ 12" O.C.(2)2x8(2)2x8 (3)2x4 \A1;STRUCTURAL GABLE END ROOF TRUSS (5)2x4* (2)2x4 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 12-03-21 JGF MRC 125-13023 sheet:Rockwall ModelTowne Meadow - Lot 22Midwest ZoneBase - 18 psf Roof Live2nd Floor Framing PlanS-2.0 2nd FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 01/04/22