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S200.0
\A1;19'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;9'-8{\H0.750000x;\S1#2;}" - AT MASONRY WRAP \A1;19'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;9'-8{\H0.750000x;\S1#2;}" - AT MASONRY WRAP \A1;9'-8{\H0.750000x;\S1#2;}" - AT MASONRY WRAP 3-POINT BEARING ROOF TRUSSES @ 24" O.C. VALLEY TRUSS OVERFRAMING @24" o.c. \A1;(2)2x6 @ OPT. DOOR \A1;(2)2x6 \A1;(2)2x6 ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. (2)2x4 \A1;(2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x16" LVL DROPPED (VENEER LINTEL OPTION C) (SEE NOTES)\A1;3" O.C. EDGE NAILING\A1;(SEE NOTES) (4)2x4 (4)2x4 ROOF GIRDER TRUSSVALLEY TRUSS OVERFRAMING @24" o.c. 4x4 P.T.\PPOST ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. ROOF TRUSSES @ 24" O.C. (CANT'D) \A1;LINE OF PITCH BREAK \pxt1;(2)2x4 BM. POCKET \A1;(2)2x8 DROPPED 3-PT. BRG. STRUCTURAL GABLE END ROOF TRUSS3-PT. BRG. ROOF TRUSSES @ 24" O.C. 4x4 P.T.\PPOST\A1;(2)2x8 DROPPED SIMPSON HUC28-2 HANGER \A1;MONO G.T. (2)2x4 (2)2x4 (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.0E HIP GIRDER TRUSS R.T. @ 24" O.C. HIP GIRDER TRUSS R.T. @ 24" O.C. \A1;4'-0" +/- \A1;4'-0" +/- \A1;4'-0" +/- \A1;PROVIDE 2x4 @ 16" O.C. SLOPING KNEE WALLS w/ 2x4 HORIZ. BLOCKING BETWEEN TRUSSES UNDER DORMER KNEE WALLS. DORMER O.F. @ 24" O.C. ROOF TRUSSES TO BEAR ON EXT. WALL. (2)2x8 CONT. (2)2x4 (2)2x4(2)2x4 KINGS + \P(1) 2x4 JACK \A1;(2)2x4 (3)2x4 (2)2x4 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1200f-1.2E \A1;(2)2x6 (2)2x8 CONT.(2)2x4 KINGS + \P(1) 2x4 JACK (2)2x4 (2)2x4 \A1;(2)2x8 \A1;{\LEXTERIOR GARAGE WALLS}:\PFRONT & REAR WALLS:\P-2x4 SPF 'STUD' GRADE @ 16" O.C. UP TO 10'-10" TALL.\P-12" O.C. UP TO 12'-4" TALL.\P\PSIDE WALL:\P-2x4 SPF 'STUD' GRADE @ 16" O.C. UP TO 11'-10" TALL.\P-12" O.C. UP TO 13'-6". \A1;(2)2x8 Second Floor Framing PlanS-3.3 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 09-22-17 JGF DLG 104-17001 Croix ModelIndiana Divisionsheet: VRFARCH REVISIONS10/25/2017 PARTIAL ROOF FRAMING PLAN 1 ELEVATION EC3MSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 04/22/19 William Hohlt