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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 END JOIST(2)2x4END JOISTEND JOIST(2)2x6 (2)2x4(2)2x4 (2)2x12 DROPPED DOUBLE END JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- OPEN TO ABOVE (3)2x8 (2)2x8 (2)2x8 S-4.0 4x4 P.T. POST R.T. @ 24" O.C. (2)2x10 DROPPED (2)2x6 BM. POCKET STRUCTURAL GABLE END ROOF TRUSS R.T. @ 24" O.C.(2)2x10 DROPPED (2)2x10 DROPPED POST ABOVE R.T. @ 24" O.C.S-4.01(2)2x6 (2)2x4 B.F.(3)2x6*(4)2x4*\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;1{\H0.7x;\S3#4;}"11{\H0.7x;\S7#8;}" LSL FLUSH \A1;2x6 SPF #2 BALLOON\P FRAMED STUDS @ 12" O.C. (1)2x6 KING STUDS + (1)2x6 JACK EA. SIDE (2)2x8(2)2x8(2)2x8(2)2x6 (1)2x4 KING STUDS + (1)2x4 JACK EA. SIDE (2)2x8(2)2x8(2)2x8(2)2x4 \A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (2)2x8 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-(2)2x6 (2)2x6 (6)2x4 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x4(2)2x4 (2)2x12 DROPPED DOUBLE END JOIST (2)2x6 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST OR (3)2x6 \A1;(2) 1{\H0.7x;\S3#4;}"x16" LVL FLUSH BOTTOM \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) -SERIES & SPACING SPEC. PER MANUF.- (2)2x8 * * \A1;(2)2x6 (2)2x8 (2)2x8 \A1;2x6 SPF #2 BALLOON FRAMED STUDS @ 12" O.C. OPEN TO ABOVE \A1;1{\H0.7x;\S1#8;}" OSB RIM BOARD MONO ROOF TRUSSES @ 24" 0.C.\A1;BLOCKED PANEL EDGES \A1;(SEE NOTES)\A1;BLOCKED PANEL EDGES \A1;(SEE NOTES) (2)2x8 \A1;(2) 1{\H0.7x;\S3#4;}"x20" LVL HEADER \A1;BLOCKED PANEL EDGES \A1;(SEE NOTES) 4x4 P.T. POST \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-MONO ROOF TRUSSES @ 24" 0.C.\A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH ROOF TRUSSES @ 24" O.C. PC 5 (19.5K) (4)2x4 POST FROM HDR. TO DROPPED BEAM (2)2x4 \A1;HD-1\A1;HD-1 \A1;\pxql;{\LEXTERIOR GARAGE WALLS}:\P-2x4 SPF #2 GRADE @ 16" O.C. UP TO 11'-0" TALL.\P-2x4 SPF #2 GRADE @ 12" O.C. UP TO 13'-0" TALL. \A1;BLOCKED PANEL EDGES \A1;(SEE NOTES) \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) S-4.04 (2)2x4 \A1;(4)2x4 \A1;(2) 2x12 HEADER (2)2x4 \A1;(4)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x22' LVL OR W10x30 OR W12x26 DROPPED \A1;(1) 1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH (CANT'D) (2)2x4 (2)2x8(2)2x8 STRUCTURAL GABLE END ROOF GIRDER TRUSSROOF TRUSSES @ 24" O.C. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- (2)2x6(2)2x6(2)2x6 BM. POCKET \A1;ROOF TRUSSES @ 24" O.C. (2)2X10 DROPPED(2)2X10 DROPPED(2)2X10 DROPPED (2)2x6 2x6 LEDGER FASTENED TO EXT. WALL W/ (3) 12d NAILS @EACH STUD (16"O.C. MAX) (2)2x4 \A1;BLOCKED PANEL EDGES\A1;(SEE NOTES) \A1;PROVIDE {\H0.7x;\S7#16;}" OSB SHEATHING FASTENED PER BLOCKED PANEL EDGES SPECIFICATION (SEE NOTES) (2)2x4 (2)2x4*copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 01-16-20 NJM NEH 125-13024 sheet:Skyview ModelTowne Meadow - Lot 01Midwest ZoneBase - 18 psf Roof LiveNEHRECESSED CEILING ADDED AT OWNER'S SUITE01/28/20202nd Floor Framing PlanS-2.0 2nd FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 02/25/20 William Hohlt