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HomeMy WebLinkAboutS201.0\A1;6'-10" \A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;11{\H0.750000x;\S1#2;}" \A1;21'-0"\A1;6'-3{\H0.750000x;\S1#2;}"(2)2x6 (3)2x4ROOF GIRDER TRUSS (3)2x4 VALLEY TRUSS OVERFRAMING @ 24" o.c. ROOF TRUSSES (CANT'D) @ 24" o.c. (2)2x6(2)2x6 (2)2x8 CONT.(2)2x6 KING STUDS +\P (1)2x6 JACK STUD ROOF TRUSSES @ 24" o.c. ROOF TRUSSES @ 24" o.c. \A1;6'-3{\H0.750000x;\S1#2;}"\A1;11{\H0.750000x;\S1#2;}" \A1;9'-0{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}" \A1;11{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}"(2)2x6 (2)2x8 ROOF GIRDER TRUSS VALLEY TRUSS OVERFRAMING @ 24" o.c. (2)2x8 (2)2x8 ROOF TRUSSES @ 24" o.c. ROOF TRUSSES @ 24" o.c. ROOF TRUSSES @ 24" o.c. (3)2x4 (3)2x4 ROOF TRUSSES (CANT'D) @ 24" o.c. \A1;6'-3{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;3'-8"\A1;6'-3{\H0.750000x;\S1#2;}"(2)2x6 (2)2x6(2)2x6 (2)2x8 CONT.(2)2x6 KING STUDS +\P (1)2x6 JACK STUD ROOF TRUSSES @ 24" o.c.\A1;6'-3{\H0.750000x;\S1#2;}"ROOF TRUSSES @ 24" o.c. R.T. @ 24" o.c. \A1;(3)1{\H0.7x;\S3#4;}"x14" LVL FLUSH (CANT'D)(3)2x4 (3)2x4 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 06-01-16 JGF NJD 125-16005 sheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBourges ModelMidwest ZoneBase - 18 psf Roof LiveEMCARCH REVISIONS08/11/2016VRFIL ARCH REVISIONS08/23/2016NJDNEW ELEVATIONS09/8/2016NJDARCH REVISIONS09/14/2016DLGARCH REVISIONS09/28/2016NJDARCH REVISIONS11/02/2016Roof Framing PlanS-3.1 PARTIAL ROOF FRAMING PLAN1 ELEVATION CT2GSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL ROOF FRAMING PLAN2 ELEVATION NC2GSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) PARTIAL ROOF FRAMING PLAN3 ELEVATION EC3SSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) SEE ELEV. HR2G FOR MORE INFO.SEE ELEV. HR2G FOR MORE INFO. SEE ELEV. HR2G FOR MORE INFO. 09/23/19 William Hohlt