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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 (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)2x4 BM. POCKET (2)2x8 DROPPED ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C.HIP GIRDER TRUSS (2)2x8 DROPPED (2)2x8 DROPPED (2)2x8 \A1;SIMPSON HUC28-2 HANGER \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x8 (2)2x8 (2)2x8(2)2x6 (2)2x8 (2)2x8(2)2x4\A1;1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x6 (2)2x6 \A1;(5)2x6 \A1;(3)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (2)2x8 (2)2x8 (2)2x6 BM. POCKET (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8(2)2x8* OPEN TO ABOVE (2)2x6 \A1;BLOCKED PANEL EDGES\P(SEE NOTES) (2)2x6 END JOIST END JOISTEND JOIST (3)2x4 (2)2x8 (2)2x8 \A1;11{\H0.7x;\S7#8;}" I JOISTS w/SERIES & SPACING PER MANUF. (2)2x4STRUCTURAL GABLE END ROOF TRUSS(2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2X8 MSR 1750f-2.0E \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-OPEN TO ABOVE (5)2x4* ROOF TRUSSES @ 24" O.C. (3)2x4*2x6 LEDGER FASTENED TO WALL W/(3) 10d NAILS @ EACH STUD (16" O.C. MAX) (2)2x4 BM POCKET (2)2x10\PDROPPED(2)2x10 DROPPED (2)2x8\A1;(3)2x4 (2)2x4 BM POCKET *\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH END JOIST (2)2x4 (2)2x4 (2)2x8 \A1;(2)2x4 \A1;(2)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) \A1;(2)2x12 DROPPED \A1;(3)2x4\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x4(2)2x4DOUBLE END JOIST\A1;ROOF TRUSSES @ 24" O.C. POST ABOVE*\A1;W12x30 OR\P(3)1{\H0.7x;\S3#4;}"x20" LVL DROPPED \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;FASTEN RIM BOARD TO CANT'D JOISTS w/ INVERTED JOIST HANGERS (2)2x8 \A1;(2)2x8\A1;(2)2x8 ROOF TRUSSES @ 24" O.C. \A1;HIP GIRDER TRUSS \A1;4'-0" +/- (2)2x4 (3)2x4 (3)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x14" LSL HEADER \A1;(2)2x12 HEADER \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) MONO ROOF TRUSSES @ 24" 0.C. STRUCTURAL GABLE END R.G.T. \A1;STRUCTURAL GABLE END ROOF GIRDER TRUSS DESIGNED FOR L/600 DEFLECTION FOR BRICK SUPPORT \A1;DOUBLE JOIST (CANT'D) \A1;ROOF GIRDER TRUSS ROOF TRUSSES @ 24" O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;3{\H0.7x;\S1#2;}"x7" LVL POST* (2)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 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST ROOF TRUSSES @ 24" O.C. S-4.1 S-4.1 \A1;PROVIDE {\H0.7x;\S1#2;}" GYP. BOARD FASTENED w/ 5D COOLER NAILS @ 4" O.C. S-4.11 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-19-20 JGF SL 125-13023 sheet:Rockwall ModelTowne Meadow - Lot 44Midwest 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) 01/05/21