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HomeMy WebLinkAboutAllison II Model - Structural Plans - IN - AMBM - Lot 03-S-1.0METAL 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 \A1;48'-7" - OVERALL \A1;31'-11{\H0.75x;\S1#2;}" \A1;16'-7{\H0.75x;\S1#2;}" \A1;5'-3{\H0.75x;\S1#2;}" \A1;14'-0" \A1;17'-8" \A1;12'-0"\A1;42'-3{\H0.75x;\S1#2;}" \A1;33'-7{\H0.75x;\S1#2;}" \A1;48'-7" - OVERALL \A1;20'-4{\H0.75x;\S1#2;}" \A1;9'-3" \A1;67'-7" - OVERALL\A1;20'-11{\H0.75x;\S1#2;}" \A1;67'-7" - OVERALL \A1;1'-11" \A1;16'-3" \A1;2'-2{\H0.75x;\S1#2;}"\A1;6{\H0.75x;\S1#2;}" \A1;8'-3" \A1;5{\H0.75x;\S1#2;}" \A1;1'-0" \A1;10'-8" \A1;8'-0" \A1;1'-9{\H0.75x;\S1#2;}" \A1;4'-5" \A1;1'-9{\H0.75x;\S1#2;}" \A1;2'-8"\A1;1'-9{\H0.75x;\S1#2;}"\A1;10{\H0.75x;\S1#2;}"\A1;5'-4"\A1;1'-9{\H0.75x;\S1#2;}"\A1;3'-6{\H0.75x;\S1#2;}" \A1;8'-10{\H0.75x;\S1#2;}" \A1;1'-9{\H0.75x;\S1#2;}" \A1;47'-7" TO CORNER \A1;10'-2{\H0.75x;\S1#2;}" \A1;4'-10{\H0.75x;\S1#2;}" \A1;3{\H0.75x;\S1#2;}" \A1;16'-3{\H0.75x;\S3#4;}" \A1;8'-5{\H0.75x;\S1#2;}" 16SD.02 \A1;10'-0{\H0.75x;\S3#4;}" \A1;12'-5{\H0.75x;\S3#4;}" P.A.* P.A.*P.A.* \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- \A1;PC3\P(9.7k) \A1;PC2\P(7.9k) \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 SD.01 SD.0825 SD.015 \A1;2x8 JOISTS (LOW @ LANDING) (2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4) 10d NAILS @ EACH STUD} SD.015 SD.08 SD.08 SD.01 SD.03 \A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0 BEAM POCKET (TYP.) SPLICE BEAM HERE IF REQ'DPOURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 8"x16" THICKENED SLAB 24"x24"x12" PLAIN CONC. FTG SD.0215 (TYP.) END JOIST \A1;W8x10 DROPPED CONT.\A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- * P.A.* (2)2x4 \A1;W8x10 DROPPED CONT. SD.03 \A1;6'-0{\H0.75x;\S3#4;}"\A1;9'-0" \A1;19'-5{\H0.75x;\S3#4;}" \A1;12'-5{\H0.75x;\S3#4;}" \A1;10'-10"\A1;12'-7{\H0.75x;\S3#4;}"\A1;9'-2{\H0.75x;\S3#4;}" \A1;6'-5{\H0.75x;\S3#4;}" \A1;16'-4{\H0.75x;\S3#4;}"\A1;7'-1" P.A.* P.A.* \A1;W8x10 DROPPED \A1;PC3\P(11.7k) SD.014 SD.013A \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 14SD.02 FNDN. STEP DETAIL 19/SD.02 P.A.* P.A.*\A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 SD.014 SD.01 SD.01 SD.0210 P.A.* \A1;19'-7{\H0.75x;\S1#4;}" \A1;7'-9{\H0.75x;\S1#4;}" \A1;12'-10{\H0.75x;\S1#2;}" P.A.* \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} SD.013A SD.013A (2)2x4 END JOIST \A1;DOUBLE END JOIST\A1;DOUBLE END JOIST \A1;2'-0" \A1;10"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-27-22 SDI LAN 125-16012 Allison II Model - 2377Ambleside Manor - Lot 03Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneBase - 18 psf Roof Live1st Flr Framing/Fndn PlanS-1.0 1ST FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) Per Custom Concrete, this should be 8' - 10" 08/12/22