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HomeMy WebLinkAboutS001.0\A1;5'-0" \A1;42'-3{\H0.75x;\S1#2;}" \A1;48'-7" - OVERALL \A1;31'-11{\H0.75x;\S1#2;}" \A1;16'-7{\H0.75x;\S1#2;}" \A1;14'-0" \A1;17'-8" \A1;12'-0" \A1;33'-7{\H0.75x;\S1#2;}" \A1;29'-7{\H0.75x;\S1#2;} \A1;48' \A1;20'- \A1;10'- \A1;18'- \A1;64'-7" - OVERALL \A1;30'-11{\H0.75x \A1;64'-7" - OVERALL \A1;11'-11{\H0.75x;\S1# \A1;5'-0{\H0.75x;\ \A1;1'-9" \A1;2'-6{\H0.75x;\S1#2;}" \A1;8'-3" \A1;2'-2" \A1;16'-3" \A1;8'-1 \A1;1'-9 \A1;1'-8 \A1;5'-3 \A1;11'-11{\H \A1;3'-3" \A1;1'-9{\H0.75x; \A1;3{\H \A1;47'-7" TO CORNER \A1;7'-4" \A1;6'-1{\H0.75x;\S1# \A1;12'-10" \A1;16'-3{\H0.75x;\S3#4;}" \A1;8'-5{\H0.75x;\S1#2;}" POURED CONC. WALL STANDARD. SEE REFERENCE \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \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 \A1;PC3\P(9.7k) \A1;PC2\P(7.9k) \A1;11 7/8" I-JOIST - SERIES & SPACING \A1;\pxqc;{\LGARAGE S \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOT \A1;2x8 JOISTS (LOW @ LANDING) (2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER @ L \A1;\pxqc;{\LSLAB ON GRADE\P}-SEE BEAM POCKET (TYP.) SPLICE BEAM HERE IF REQ'D 8"x16" THICKENED SLAB 24"x24"x12" PLAIN CONC. FTG (TYP.) \A1;DOUBLE END JOIST END JOIST \A1;W8x10 DROPPED CONT. \A1;11 7/8" I-JOIST - SE P.A. \A1;W8x10 DROPPED CONT. \A1;6'-0{\H0.75x;\S3#4;}" \A1;19'-5{\H0.75x;\S3#4;}" \A1;12'-5{\H0.75x;\S3#4;}" \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" \A1;DOUBLE END JOIST P.A. P.A. \A1;PC3\P(11.7k) P.A. REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES 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 JAM INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING \A1;10'-10" (2)2x4 \A1;9'-0" \A1;W8x10 DROPPED (2)2x4 END JOIST \A1;{\Farchqwiku|c0 P.A. P.A. \A1;12'-10{\H0.75x;\S1# P.A. \A1;{\LPORCH SLA \A1;19'-7{\H0.75x;\S1#4 \A1;7'-5{\H0.75x;\ 6" CONC. WING WALL. EX SD.01 2 SD.01 4 SD.01 3A 16 SD.02 * * * 2 SD.01 SD.01 5 SD.01 5 SD.02 15 * 20 SD.03 * * 14 SD.02 20 SD.03 * * * * SD.01 4 * * SD.01 3A SD.02 10 SD.02 10 SD.01 8 SD.01 8 SD.01 3A SD.08 20 SD.08 25 SD.08 20 SD.08 26 SD.08 22/23 S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE) Midwest Zone Office 1900 Golf Road - Suite 300 Schaumburg, Illinois 60173 (c) C PRODU Rick VERSI DATE: 05/ PROJE Single Family SHEE PLAN SPEC NPC C ---- Allison II 2377.300 Home for * Market Home *, 7261-10200 14173 Atlas Court, Carmel, IN 46074 Per Custom Concrete, this should be 8' - 10" 04/08/21