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HomeMy WebLinkAboutS101.0\A1;6'-10" \A1;65'-0" OVERALL \A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;4'-0" \A1;11{\H0.750000x;\S1#2;}" \A1;21'-0"\A1;6'-3{\H0.750000x;\S1#2;}" \A1;INT. BRACED WALL PANEL \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x4 \A1;8'-0"\A1;INT. BRACED WALL PANEL (2)2x8 (2)2x6 @ OPT. DOOR (2)2x8 (2)2x6 (2)2x6 (2)2x12 DROPPED \A1;OPEN TO ABOVE 4x4 PT. POST 4x4 PT. POST(2)2x4 ROOF TRUSSES @ 24" o.c.(2)2x8 DROPPED \A1;3{\H0.7x;\S1#2;}"x7" LVL POST\A1;3{\H0.7x;\S1#2;}"x7" LVL POST (2)2x8 VALLEY TRUSS OVERFRAMING @ 24" o.c. ROOF TRUSSES @ 24" o.c.VALLEY TRUSS OVERFRAMING @ 24" o.c. ATTIC TRUSSES @ 24" o.c. END JOIST (2)2x4 \A1;DOUBLE 14" TJI 210 FLOOR JOISTS @ 19.2"o.c. OR DOUBLE 14" BCI 5000s-1.8 FLOOR JOISTS @ 19.2"o.c. \A1;(3)1{\H0.7x;\S3#4;}"x22" LVL OR (4)1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM OR W12x35 DROPPED *POST ABOVE \A1;(2)2x12 DROPPED ROOF TRUSSES @ 24" o.c.ROOF GIRDER TRUSS(2)2x6 (2)2x4 (3)2x4 NOTE: PROVIDE STUD IN CURVED WALL DIRECTLY BELOW EA. TRUSS OVERFRAME WALL ABOVE ATOP ROOF TRUSSES \A1;ROOF G.T.\A1;6'-3{\H0.750000x;\S1#2;}" (2)2x8 @ OPT. WINDOW \A1;11{\H0.750000x;\S1#2;}" \A1;9'-0{\H0.750000x;\S1#2;}"\A1;67'-6" OVERALL \A1;6'-3{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}"\A1;6'-3{\H0.750000x;\S1#2;}" \A1;INT. BRACED WALL PANEL \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (2)2x4 \A1;8'-0"\A1;INT. BRACED WALL PANEL (2)2x8 (2)2x6 @ OPT. DOOR (2)2x8 (2)2x6 (2)2x6 (2)2x12 DROPPED \A1;OPEN TO ABOVE 4x4 PT. POST(2)2x4 ROOF TRUSSES @ 24" o.c.(2)2x10 DROPPED ROOF TRUSSES @ 24" o.c. \A1;3{\H0.7x;\S1#2;}"x7" LVL POST\A1;3{\H0.7x;\S1#2;}"x7" LVL POST \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. ATTIC TRUSSES @ 24" o.c. (2)2x4(2)2x4 (2)2x8 CONT.(2)2x4 KING STUDS +\P (1)2x4 JACK STUD (2)2x4VALLEY TRUSS OVERFRAMING @ 24" o.c. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S1#4;}" LVL DROPPED END JOIST (2)2x4 \A1;DOUBLE 14" TJI 210 FLOOR JOISTS @ 19.2"o.c. OR DOUBLE 14" BCI 5000s-1.8 FLOOR JOISTS @ 19.2"o.c. \A1;(3)1{\H0.7x;\S3#4;}"x22" LVL OR (4)1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM OR W12x35 DROPPED *POST ABOVE (3)2x4 NOTE: PROVIDE STUD IN CURVED WALL DIRECTLY BELOW EA. TRUSS PROVIDE ROOF TRUSS UNDER O.F. EXT WALL ABOVE \A1;ROOF G.T. 4x4 PT. POST \A1;6'-3{\H0.750000x;\S1#2;}" (2)2x8 @ OPT. WINDOW \A1;3'-8"\A1;2'-0" \A1;66'-3{\H0.750000x;\S1#2;}" OVERALL \A1;6'-3{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}" \A1;INT. BRACED WALL PANEL \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) (3)2x4 \A1;8'-0"\A1;INT. BRACED WALL PANEL (2)2x8 (2)2x6 @ OPT. DOOR (3)2x8 (2)2x6 (2)2x6 (2)2x12 DROPPED ATTIC TRUSSES @ 24" o.c. \A1;OPEN TO ABOVE 4x4 PT. POST 4x4 PT. POST(3)2x4 ROOF TRUSSES @ 24" o.c.(2)2x10 DROPPED ROOF TRUSSES @ 24" o.c. \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \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. (2)2x8 \A1;(3)1{\H0.7x;\S3#4;}"x22" LVL OR (4)1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM OR W12x30 DROPPED VALLEY TRUSS OVERFRAMING @ 24" o.c. END JOIST (2)2x4 \A1;DOUBLE 14" TJI 210 FLOOR JOISTS @ 19.2"o.c. OR DOUBLE 14" BCI 5000s-1.8 FLOOR JOISTS @ 19.2"o.c. HIP GIRDER TRUSS(2)2x4 ROOF GIRDER TRUSS(2)2x6 (2)2x4 \A1;ROOF TRUSSES @ 24" o.c.\A1;(2)2x12 DROPPED (VENEER LINTEL OPTION A&B)\POR (2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S1#4;}" LVL DROPPED (VENEER LINTEL OPTION C) (SEE NOTES ON S-0) NOTE: PROVIDE STUD IN CURVED WALL DIRECTLY BELOW EA. TRUSS R.T. @ 24" o.c.\A1;4'-0" +/- OVERFRAME WALL ABOVE ATOP ROOF TRUSSES \A1;ROOF G.T.\A1;3{\H0.7x;\S1#2;}"x7" LVL POST (3)2x4 (3)2x4* *(2)2x8 @ OPT. WINDOW 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 REVISIONS11/02/20162nd Floor Framing PlanS-2.1 2ND FLOOR FRAMING PLAN1 ELEVATION CT2GSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)2ND FLOOR FRAMING PLAN2 ELEVATION NC2GSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 2ND FLOOR 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