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HomeMy WebLinkAboutS200.0METAL 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 CONT.(2)2x4 (2)2x4(2)2x4 KINGS + \P(1) 2x4 JACK \A1;(2)2x6 (2)2x8 CONT.(2)2x4 (2)2x4 (2)2x4 (3)2x4 KINGS + \P(2) 2x4 JACK ROOF TRUSSES @ 24" O.C.14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER \A1;(2)2x6 R.T. @ 24" O.C.\A1;(2)2x6 \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM CONTINUOUS (5)2x4 \A1;3" DIA. SCH. 40 ADJ. PIPE COLUMN \A1;SIMPSON THGQH3.62-SDS3 HANGER \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM CONTINUOUS\A1;PROVIDE {\H0.7x;\S1#2;}"x3{\H0.7x;\S1#2;}"x10" LONG CAP PLATE (OFFSET TOWARD SUNROOM) FASTENED TO UNDERSIDE OF 18" LVL w/ (2) {\H0.7x;\S3#4;}" DIA. x4" LONG LAG SCREWS. \A1;(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LVL (2)2x4(2)2x4 VALLEY TRUSS OVERFRAMING @24" o.c.\A1;(2)2x6 ROOF TRUSSES @ 24" O.C. \A1;(2)2x6 ROOF TRUSSES @ 24" O.C. (CANTILEVERED) ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) (2)2x4 (2)2x4 ROOF GIRDER TRUSS (2)2x4 (2)2x4 (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM (4)2x4\A1;END JOIST \A1;(1)1{\H0.7x;\S3#4;}"x14" LSL FLUSH (2)2x4(2)2x4 ROOF TRUSSES @ 24" O.C. (3)2x4 \A1;(2)2x8 SIMPSON HGUS412 HANGER \A1;(2)2x6 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER VALLEY TRUSS OVERFRAMING @24" o.c. \A1;(2)2x4 \A1;(2)2x8 ROOF TRUSSES @ 24" O.C. \A1;(2)1{\H0.7x;\S3#4;}"x24" LVL FLUSH TOP \A1;(2)2x8 RT @ 24" O.C. \A1;(2)2x12 DROPPED 3-PT. BRG. STRUCTURAL GABLE END ROOF TRUSS 4x4 P.T.\PPOST\pxt1;(2)2x4 BM. POCKET\A1;(2)2x8 DROPPED \A1;{\LEXTERIOR GARAGE WALLS}:\PBEARING WALLS:\P-2x4 SPF 'STUD' GRADE @ 16" O.C. UP TO 10'-10" TALL.\P-12" O.C. UP TO 12'-4" TALL.\P\PGABLE END:\P-2x4 SPF 'STUD' GRADE @ 16" O.C. UP TO 11'-10" TALL.\P-12" O.C. UP TO 13'-6". (2)2x8 CONT.(2)2x4 KINGS + \P(1) 2x4 JACK (2)2x4 (2)2x4 \pxt1;(2)2x4 BM. POCKET \A1;SIMPSON HUC28-2TF HANGER \A1;(2)2x8 DROPPED \A1;PROVIDE {\H0.7x;\S1#2;}"x3{\H0.7x;\S1#2;}"x12" LONG CAP PLATE FASTENED TO UNDERSIDE OF 24" LVL w/ (2) {\H0.7x;\S3#4;}" DIA. x4" LONG LAG SCREWS. EXTEND 24" LVL 6" PAST POST TO ALLOW FOR HANGER CONNECTIONS \A1;(2)1{\H0.7x;\S3#4;}"x14" LVL FLUSH SIMPSON HHUS410 HANGER ROOF TRUSSES TO CANTILEVER OFF EXT. WALL. \A1;3" DIA. SCH. 40 ADJ. PIPE COLUMN copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-07-19 NJM TEH 104-17001 Croix ModelShadow Wood - Lot 29Indiana Divisionsheet:2nd Floor Framing PlanS-2.0 2ND FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET) 12/02/19 William Hohlt