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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 \A1;4'-0" \A1;OPEN TO ABOVE \A1;14" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;14" I-JOISTS -SERIES & SPACING PER MANUF.-(2)2x8 (2)2x8 (2)2x8 (2)2x8(2)2x8 ROOF TRUSSES @ 24" O.C. (2)2x6 (2)2x6(2)2x8 (2)2x8 (2)2x8 (2)2x8 CONT.(2)2X4 KING STUDS +\P (1)2x4 JACK STUD (2)2x4 (2)2x4 (2)2x8 CONT.(2)2X4 KING STUDS +\P (1)2x4 JACK STUD (2)2x4 (2)2x4 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;14" I-JOISTS (CANT'D) -SERIES & SPACING PER MANUF.- DBL. END JOIST \A1;(2)1{\H0.7x;\S3#4;}"x14" LVL FLUSH (3)2x4 (3)2x4 (2)2x12 DROPPED END JOIST END JOIST\A1;2x8 JOISTS @ 16" o.c. \pxql;2x8 LEDGER FASTENED TO WALL w/ 10d NAILS @ 16" O.C. \A1;8'-0" \A1;INT. BRACED WALL PANEL (2)2x4 (2)2x4 HIP GIRDER TRUSS R.T. @ 24" O.C. ROOF GIRDER TRUSS (3)2x4 (3)2x4 V.T. OVRFRMG @ 24" o.c. \A1;(1)1{\H0.7x;\S3#4;}"x14" LVL FLUSH\P(CANT'D) \A1;14" I-JOISTS -SERIES & SPACING PER MANUF.- (2)2x8 (2)2x6 \A1;SHEATHE WALL WITH GYPSUM SHEATHING FASTENED PER INTERIOR BRACED WALL PANEL OPTION B (SEE NOTES) \A1;14" I-JOISTS -SERIES & SPACING PER MANUF.-ROOF TRUSSES @ 24" O.C. (5)2x4 \A1;(1)1{\H0.7x;\S3#4;}"x14" LVL FLUSH \pxql;SIMPSON HUCQ1.81/11-SDS HANGER (TYP.) (U.N.O.) (4)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x14" LVL FLUSH (4)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x18" LVL FLUSH BOTTOM (2)2x8 (2)2x8 (2)2x4 * * (2)2x8 \pxqr;(3)2x4 KING STUDS EA. SIDE(2)2x8 SIMPSON HUSC28-2 HANGER (TYP. OF 4) R.T. (CANT'D) @ 24" O.C. ROOF TRUSSES @ 24" O.C. STRUCTURAL GABLE END GIRDER TRUSS (2)2x8 \pxql;MONO TRUSSES @ 24" O.C.(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S1#4;}" LVL HDR (VENEER LINTEL OPT. B)\POR (2)1{\H0.7x;\S3#4;\H1.4286x;"x18" LVL HDR (VENEER LINTEL OPT. C)} \A1;{\Farchqwiku|c0;\LEXT. GARAGE WALLS:\P\lFRONT WALL:\P - 2x4 SPF 'STUD' @ 16" O.C. UP TO 11'-9" TALL. \P- 2x4 SPF 'STUD' @ 12" O.C. UP TO 13'-6" TALL\P- 2x4 SPF #2 @ 16"O.C.\P UP TO 14'-0" TALL.\P\PSIDE WALLS:\P - 2x4 SPF STUD @ 16" O.C. UP TO 13'-6" TALL. } (2)2x10ROOF TRUSSES @ 24" O.C. (2)2x4 (2)2x4 HIP GIRDER TRUSS R.T. @ 24" O.C. \A1;(2)1{\H0.7x;\S3#4;}"x20" LVL DROPPED \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S1#4;}" LVL DROPPED (BUILDER RESPONSIBLE FOR WEATHER PROOFING/WRAPPING) (2)2x4\PBM. PCKT \A1;(2)1{\H0.7x;\S3#4;}"X7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR(1200f-1.2E) \A1;\pxql;4x4 P.T. w/ SIMPSON BC4 CAP & SIMPSON ABW44Z BASE \pxqr;ROOF TRUSSES TO BE DESIGNED TO BEAR ON EXT. WALL REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 08-16-18 JGF DLG 125-16005 sheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBelfort ModelShadow Wood - Lot 26Midwest ZoneBase - 18 psf Roof LiveRoof Framing PlanS-2.0 SECOND FLOOR FRAMING PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 08/27/18 William Hohlt