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HomeMy WebLinkAboutS100.0\A1;11'-6{\H0.75x;\S1#2;}" \A1;ROOF TRUSSES\P@ 24" o.c. (2)2x8 (2)2x8 (2)2x8 (2)2x6. (2)2x6 (4)2x4 (2)2x4 (2)2x4 HIP GIRDER TRUSS (2)2X6 \A1;LINE OF TRAY CEILING \A1;\pxql;(2)2X8 MSR 1200f-1.2E (2)2x8 HIP GIRDER TRUSS \A1;ROOF GIRDER TRUSS \A1;TRUSSES TO STEP UP @ GATHERING ROOM CEILING (4)2x4 (2)2x8\A1;ROOF TRUSSES\P@ 24" o.c. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. \A1;ROOF TRUSSES\P@ 24" o.c.\A1;ROOF TRUSSES\P@ 24" o.c.\A1;ROOF TRUSSES\P@ 24" o.c. ROOF TRUSSES @ 24" O.C.ROOF TRUSSES @ 24" O.C. \A1;R.T O.F. \P@ 24" O.C. (2)2x12(2)2x12 (2)2x4(2)2x4(2)2x4(2)2x4 (2)2X8 (2)2X8 \A1;3"o.c. EDGE NAILING\A1;(SEE NOTES) STRUCTURAL GABLE END ROOF TRUSS \A1;ROOF TRUSSES\P@ 24" o.c. 4x4 PT. POST \A1;STRUCTURAL GABLE END ROOF GIRDER TRUSS \A1;ROOF TRUSSES @ 24" o.c. \A1;R.T. @\P24" o.c.\A1;STRUCTURAL GABLE END ROOF TRUSS (2)2x8(2)2x4 \A1;VALLEY TRUSS OVERFRAMING @ 24" O.C. \A1;R.T. @\P24" o.c. (2)2x8 ROOF TRUSSES @ 24" O.C. (2)2x4 \A1;PROVIDE 3-PLY ROOF GIRDER TRUSS DESIGNED TO SUPPORT VENEER ABOVE AND MEET L/600 OR 0.3" MAX. DEFLECTION CRITERIA. SEE IRC SECTION 703.7.2.2 FOR MORE INFORMATION (2)2x8 (2)2x8 \A1;BLOCKED PANEL EDGES \P(SEE NOTES) (2)2x4 (2)2x4 4x4 PT. POST \A1;SHEATH INTERIOR GARAGE WALL w/7/16" OSB \A1;& FASTEN TO WALL PER BLOCKED PANEL EDGES SHEATHINGS SPECS.\A1;4'-6" \A1;\pxql;(3)2x4 KINGS\P+ (1)2x4 JACKS \A1;(2)2X6 KINGS STUDS\P(1)2X6 JACK STUD\PEACH SIDE OF KINGS \A1;\pxi-5,l5,t5;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL CONT. (2)2x4 \A1;ROOF TRUSSES\P@ 24" o.c. \A1;{\L3"o.c. EDGE NAILING}\A1;(SEE NOTES) \A1;6'-5 1/2" (1)2x12 (2)2x12 (1)2x12 \A1;(2)1{\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL (2)2x4 \A1;2x6 @ 6" O.C. BALLOON FRAMED WALL \A1;\pxql;(3)2x4 JACKS METAL 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 & SCHEDULES Roof Framing PlanS-3.0 ROOF FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-02-20 JGF SL 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 22Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 11/24/20