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HomeMy WebLinkAboutS001.0\A1;16'-3{\H0.75x;\S3#4;}" \A1;8'-10" \A1;48'-7" - OVERALL \A1;31'-9{\H0.75x;\S1#2;}" \A1;16'-9{\H0.75x;\S1#2;}" \A1;6'-4" \A1;25'-5{\H0.75x;\S1#2;}" POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \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 \A1;2x8 JOISTS (LOW @ LANDING) (2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4) 10d NAILS @ EACH STUD} \A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0 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 - SERIES & SPACING SPEC. BY MANUF.- P.A. \A1;W8x10 DROPPED CONT. \A1;5'-10{\H0.75x;\S1#2;}" \A1;19'-3{\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 JAMB ABOVE.INDICATES HOLDOWN BELOW. LEGEND OR OSB SHEATHING \A1;10'-10" (2)2x4 \A1;8'-5{\H0.75x;\S3#4;}"\A1;W8x10 DROPPED (2)2x4 END JOIST \A1;33'-7{\H0.75x;\S1#2;}" \A1;29'-7{\H0.75x;\S1#2;}" \A1;48'-7" - OVERALL \A1;20'-1" \A1;10'-6" \A1;18'-0" \A1;64'-7" - OVERALL \A1;30'-11{\H0.75x;\S1#2;}" \A1;64'-7" - OVERALL \A1;11'-11{\H0.75x;\S1#2;}" \A1;5'-0{\H0.75x;\S1#2;}" \A1;1'-9"\A1;2'-6{\H0.75x;\S1#2;}"\A1;8'-3"\A1;2'-2"\A1;16'-3" \A1;8'-11{\H0.75x;\S1#2;}" \A1;1'-9{\H0.75x;\S1#2;}" \A1;1'-8" \A1;5'-3{\H0.75x;\S1#2;}" \A1;11'-11{\H0.75x;\S1#2;}"\A1;3'-3"\A1;1'-9{\H0.75x;\S1#2;}" \A1;3{\H0.75x;\S1#2;}" \A1;47'-7" TO CORNER \A1;7'-4" \A1;6'-1{\H0.75x;\S1#2;}" \A1;12'-10" \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} P.A. P.A. \A1;12'-10{\H0.75x;\S1#2;}" P.A. \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \A1;19'-7{\H0.75x;\S1#4;}" \A1;7'-5{\H0.75x;\S3#4;}" SD.012 SD.0214 16SD.02* ** 2SD.01 SD.015 SD.015SD.0215 * 20SD.03 * * 20SD.03 * * * * SD.014 * * SD.013A SD.0210 SD.0210 SD.018 SD.018 SD.013A SD.0820 SD.0825 SD.0820 SD.0826 SD.0822/23 S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:05/10/2019 PROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Allison II 2377.300Home for * Market Home *, 6838-01200#213026 Copper Run Boulevard, Carmel, IN 4607403/03/20 Adam Schriner