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HomeMy WebLinkAboutS102.\A1;21'-6" \A1;15'-10" - ℄ OF OPT. DOOR \A1;4'-4" \A1;2'-4{\H0.750000x;\S1#2;}"\A1;10'-0"\A1;6{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-2{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;20'-2" \A1;10'-0" \A1;16'-3" \A1;13'-9{\H0.750000x;\S1#2;}" \A1;58'-0" OVERALL\A1;21'-0" \A1;65'-0" OVERALL \A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;2'-0"\A1;2'-0" \A1;58'-7" OVERALL AT OPT. MASONRY WRAP \A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;2'-7{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;11{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}" \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.015 SD.019 SD.01 SD.019 SD.0219 SD.015 SD.01 \A1;11{\H0.750000x;\S1#2;}"\A1;11{\H0.750000x;\S1#2;}"\A1;(SEE NOTES)(2)2x4 \A1;INT. BRACED WALL PANEL (2)2x6 @ OPT. DOOR ROOF TRUSSES @ 24" o.c.ROOF TRUSSES @ 24" o.c. (2)2x10 (6)2x4 (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;SEE MAIN ELEVATION PLAN FOR OVERFRAMING \A1;{\Farchqwiku|c0;\LEXT. GARAGE WALLS:\P\lFRONT WALL:\P - 2x4 SPF 'STUD' @ 16" o.c. UP TO 11'-0" TALL. \P- 2x4 SPF 'STUD' @ 12" o.c. UP TO 13'-0" 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 11'-0" TALL. \P - 2x4 SPF 'STUD' @ 12" o.c. UP TO 13'-9" TALL\P - 2x4 SPF #2 @ 16"o.c.\P UP TO 14'-4" TALL. \L3rd CAR BAY: \lFRONT & BACK WALLS: - 2x4 SPF 'STUD' @ 16" o.c. UP TO 10'-9" TALL. \P - 2x4 SPF 'STUD' @ 12" o.c. UP TO 12'-4" TALL\P - 2x4 SPF #2 @ 12"o.c.\P UP TO 14'-6" TALL.} \A1;(2)1{\H0.7x;\S3#4;}"x20" LVL OR W12x19 DROPPED \A1;(3)1{\H0.7x;\S3#4;}"x22" LVL OR (4)1{\H0.7x;\S3#4;}"x20" LVL FLUSH BOTTOM OR W12x35 DROPPED\A1;ROOF G.T. \A1;21'-0" \A1;6'-10" \A1;65'-0" OVERALL \A1;2'-7{\H0.750000x;\S1#2;}"\A1;11{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}"\A1;(SEE NOTES)(2)2x4 \A1;INT. BRACED WALL PANEL (2)2x6 @ OPT. DOOR ROOF TRUSSES @ 24" o.c. (2)2x10 (6)2x4 (5)2x4HIP GIRDER TRUSS R.T. @ 24" o.c. \A1;4'-0" +/- \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;(2)1{\H0.7x;\S3#4;}"x22" LVL OR W12x19 DROPPED VALLEY TRUSS OVERFRAMING @ 24" o.c. ROOF TRUSSES @ 24" 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\A1;ROOF G.T. \A1;11{\H0.750000x;\S1#2;}" \A1;11{\H0.750000x;\S1#2;}" \A1;16'-1{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;4'-4" \A1;58'-0" - OVERALL\A1;19'-6"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;16'-3" \A1;20'-5{\H0.750000x;\S1#2;}" \A1;8'-9{\H0.750000x;\S1#2;}"\A1;1'-2{\H0.750000x;\S1#2;}"\A1;10'-0" \A1;2'-0" \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.015 SD.019 SD.01 SD.019 SD.0219 SD.015 SD.01 Framing Plan OptionsSO-2.0copyright : 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 REVISIONS11/02/2016PARTIAL 1st FLOOR FRAMING/FOUNDATION PLAN4OPT. 3-CAR FRONT LOAD GARAGEPARTIAL 2nd FLOOR FRAMING PLAN1OPT. 3-CAR FRONT LOAD GARAGEELEVATION HR2G SHOWNELEV. NC2G, EC3S, CR2G, EC3V SIM.ELEVATION CT2G SHOWNSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL 2nd FLOOR FRAMING PLAN2OPT. 3-CAR FRONT LOAD GARAGEELEVATION CT2G SHOWNSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL 1st FLOOR FRAMING/FOUNDATION PLAN3OPT. 3-CAR FRONT LOAD GARAGEELEVATION HR2G SHOWNSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)ELEVATION NC2G, CR2G SIM.ELEVATION EC3S, EC3V SIM.09/23/19 William Hohlt