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S001.0
\A1;6'-3{\H0.750000x;\S1#2;}" 8"x16" THICKENED SLAB (TYP. U.N.O.) \A1;13'-6{\H0.750000x;\S1#4;}" \A1;9'-0{\H0.750000x;\S3#4;}" \A1;6'-3{\H0.750000x;\S5#8;}" \A1;9{\H0.750000x;\S3#8;}" \A1;17'-8" \A1;6{\H0.750000x;\S1#4;}"\A1;1'-0{\H0.750000x;\S1#4;}" \A1;12'-7{\H0.750000x;\S3#4;}" \A1;2'-4"\A1;5'-0{\H0.750000x;\S1#2;}"\A1;6'-4{\H0.750000x;\S1#2;}"\A1;22'-1"\A1;18'-5{\H0.750000x;\S1#2;}"\A1;11'-0"SD.041 SD.041 SD.041 SD.041 SD.049 SD.041 4SD.04 SD.04 SD.04 3ASD.04 SD.041 SD.041 5SD.04 SD.045 @ OPT. MASONRY SD.04 SD.042 @ OPT. MASONRY SD.0510 @ OPT. MASONRY 30"x30"x8" THICKENED SLAB @ POST ABOVE SD.0515 SD.04@ OPT. MASONRY P.A. P.A.* * SD.045 *POST ABOVE *POST ABOVE 36"x36"x12" PLAIN CONC. FTG @ POST ABOVE \A1;8'-7{\H0.750000x;\S1#2;}" \A1;48'-0" - OVERALL \A1;19'-6" \A1;15'-6" \A1;2'-4{\H0.750000x;\S1#2;}" \A1;16'-3" \A1;10{\H0.750000x;\S1#2;}" \A1;13'-0" \A1;18'-1{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;22'-1"\A1;3'-11{\H0.750000x;\S1#2;}" \A1;2'-2" \A1;11'-0{\H0.750000x;\S1#2;}" \A1;2'-0"\A1;4'-10"\A1;1'-8{\H0.750000x;\S1#2;}" \A1;67'-0" OVERALL \A1;1'-8{\H0.750000x;\S1#2;}" \A1;8'-6{\H0.750000x;\S1#2;}" \A1;6'-10" \A1;2'-3{\H0.750000x;\S1#2;}"\A1;1'-8{\H0.750000x;\S1#2;}"\A1;67'-3{\H0.750000x;\S1#2;}" - OVERALL AT OPT. MASONRY WRAP \A1;2'-3{\H0.750000x;\S1#2;}" \A1;48'-7" OVERALL AT OPT. MASONRY WRAP \A1;16'-6" \A1;17'-6" \A1;14'-0" \A1;48'-0" - OVERALL \A1;65'-0" - OVERALL\A1;65'-7" - OVERALL w/ MASONRY WRAP \A1;48'-7" - OVERALL w/ MASONRY WRAP SD.04@ OPT. MASONRY 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 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 REVISIONS11/02/2016Foundation PlanS-1.0B SLAB FOUNDATION PLAN1 ELEVATION HR2GSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)SLAB PLAN 09/23/19 William Hohlt