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HomeMy WebLinkAboutS002.0\A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;2'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;13'-2{\H0.750000x;\S1#2;}"\A1;13'-9{\H0.750000x;\S1#2;}"\A1;48'-0" OVERALL \A1;17'-10" \A1;3'-11{\H0.750000x;\S1#2;}" \A1;21'-9{\H0.750000x;\S1#2;}" \A1;4'-6{\H0.750000x;\S1#2;}"\A1;6'-10" \A1;65'-0" OVERALL \A1;2'-0"\A1;2'-0" \A1;48'-7" OVERALL AT OPT. MASONRY WRAP \A1;65'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;2'-0"\A1;2'-0"\A1;4'-0"\A1;3{\H0.750000x;\S1#2;}"\A1;3{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}"\A1;13'-6{\H0.750000x;\S1#4;}"\A1;65'-0" - OVERALL \A1;6'-7{\H0.750000x;\S3#4;}" @ OPT. MASONRY SD.049 SD.04 SD.0410 \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.043A SD.044 SD.042 \A1;67'-9{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;48'-0" - OVERALL\A1;20'-7{\H0.750000x;\S1#4;}"\A1;2'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-11{\H0.750000x;\S3#4;}"\A1;14'-0"\A1;13'-4{\H0.750000x;\S3#4;}" \A1;22'-1" \A1;18'-1{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;3'-11{\H0.750000x;\S1#2;}"\A1;2'-2" \A1;2'-0" \A1;4'-10" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;9'-0{\H0.750000x;\S1#2;}" \A1;2'-2{\H0.750000x;\S1#2;}" \A1;67'-6" OVERALL \A1;2'-3{\H0.750000x;\S1#2;}"\A1;2'-3{\H0.750000x;\S1#2;}" \A1;48'-7" OVERALL AT OPT. MASONRY WRAP \A1;67'-9{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;21'-3{\H0.750000x;\S1#2;}"\A1;21'-3{\H0.750000x;\S1#2;}" \A1;6'-3{\H0.750000x;\S1#2;}"\A1;13'-6{\H0.750000x;\S1#4;}"\A1;65'-0" - OVERALL \A1;6'-7{\H0.750000x;\S3#4;}" @ OPT. MASONRY SD.049 SD.04 SD.0410 \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.043A SD.044 SD.042 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 Foundation PlanS-1.4 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 REVISIONS11/02/201621ELEVATION CT2GPARTIAL SLAB PLANPARTIAL SLAB PLANSEE ELEV. HR2G FOR MORE INFORMATIONELEVATION NC2GSEE ELEV. HR2G FOR MORE INFORMATIONSCALE: 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)09/23/19 William Hohlt