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HomeMy WebLinkAboutS-1.1\A1;56'-3{\H0.750000x;\S1#2;}"\A1;56'-7" - AT MASONRY WRAP\A1;21'-8{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;2'-8" \A1;58'-0" OVERALL\A1;58'-7" - OVERALL AT MASONRY WRAP\A1;19'-0"\A1;9'-4{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;9'-0"\A1;1'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-4{\H0.750000x;\S1#2;}"\A1;10{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;3" \A1;10'-0" \A1;1'-8{\H0.750000x;\S1#2;}" \A1;6'-0"\A1;7'-0" \A1;12'-4{\H0.750000x;\S1#2;}" \A1;66'-7" - AT MASONRY WRAP\A1;59'-7" - AT MASONRY WRAP\A1;59'-3{\H0.750000x;\S1#2;}" \A1;1'-0" \A1;5'-8{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;24'-4{\H0.750000x;\S1#2;}" \A1;66'-3{\H0.750000x;\S1#2;}" OVERALL \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;OPTIONAL BUILT UP FLOOR PER ARCH. SD.01 SD.01 SD.019 SD.013A SD.014 SD.012 \A1;15'-8" \A1;14'-10"\A1;14'-10"SD.015SD.01 \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} SD.012 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;58'-0" OVERALL \A1;19'-7" - AT MASONRY WRAP \A1;58'-7" - OVERALL AT MASONRY WRAP \A1;10'-0" - AT MASONRY WRAP \A1;6'-5" - AT MASONRY WRAP \A1;9'-0" - AT MASONRY WRAP \A1;19'-0"\A1;9'-4{\H0.750000x;\S17#32;}"\A1;8'-3"\A1;9'-0"\A1;1'-4{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-4{\H0.750000x;\S1#2;}"\A1;10{\H0.750000x;\S1#2;}"\A1;8'-3{\H0.750000x;\S1#32;}" \A1;67'-0" OVERALL\A1;67'-3{\H0.750000x;\S1#2;}" - AT MASONRY WRAP \A1;6'-8{\H0.750000x;\S1#2;}" \A1;12'-4{\H0.750000x;\S1#2;}" \A1;21'-8{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;56'-7" - AT MASONRY WRAP\A1;56'-3{\H0.750000x;\S1#2;}" \A1;13'-7" - AT MASONRY WRAP \A1;2'-0" \A1;1'-0"\A1;59'-7" - AT MASONRY WRAP \A1;12'-4{\H0.750000x;\S1#2;}" \A1;6'-0" \A1;7'-0" \A1;2'-8" \A1;24'-4{\H0.750000x;\S1#2;}" \A1;3" \A1;59'-3{\H0.750000x;\S1#2;}" \A1;1'-0"\A1;8{\H0.750000x;\S1#2;}" \A1;10'-7{\H0.750000x;\S1#2;}" \A1;10'-0" \A1;2'-8{\H0.750000x;\S1#2;}"\A1;2'-0"\A1;TYP. \A1;2'-0"\A1;TYP. \A1;TYP. \A1;OPTIONAL BUILT UP FLOOR PER ARCH. SD.01 SD.01 SD.019 SD.013A SD.014 SD.012 \A1;15'-8"SD.01 \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} SD.012 \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 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-1.1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF AAM Meadowview ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof Live05-30-14 125-14006 RJZREVISED JOISTS UNDER OPT. FREE STANDING TUB07/28/2014 VRF4TH CAR SPLIT08/18/2014 RJZADDED 2x12 1ST FLOOR DESIGN10/06/2014 RJZARCH REVISIONS10/08/2014 SCALE: 1/8"=1'-0"2 SCALE: 1/8"=1'-0"1 ELEVATION HR2M PARTIAL 1st FLOOR/FOUNDATION PLAN PARTIAL 1st FLOOR/FOUNDATION PLAN SEE ELEV. HR2G FOR MORE INFORMATION ELEVATION HR2SSEE ELEV. HR2G FOR MORE INFORMATION 03/21/18 Mike Sheeks