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HomeMy WebLinkAboutS001.0\A1;17'-3"\A1;13'-11" \A1;4'-3{\H0.75x;\S1#2;}" \A1;8'-0" \A1;14'-10{\H0.75x;\S1#2;}" \A1;16'-3" \A1;9'-0" \A1;10'-0" \A1;14'-5{\H0.75x;\S1#2;}" \A1;1'-0" \A1;1'-6" \A1;55'-7" \A1;2'-0" \A1;3'-8{\H0.75x;\S1#2;}" \A1;14'-4" \A1;15'-2{\H0.75x;\S1#4;}" \A1;15'-2{\H0.75x;\S1#4;}" \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;W8x18 OR\A1;W10x15 DROPPED P.A. P.A. 12" WING WALL + FTG. PER PC4 \PTO SUPPORT STEEL BEAM\A1;10'-5{\H0.75x;\S3#4;}" P.A. P.A. P.A. P.A. POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 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;2'-0" \A1;55'-7" OVERALL \A1;22'-7" \A1;10'-6" \A1;5'-3{\H0.75x;\S1#2;}"\A1;12'-8{\H0.75x;\S1#2;}" \A1;2'-0"\A1;10'-8{\H0.75x;\S1#2;}"\A1;3'-9{\H0.75x;\S1#2;}"\A1;1'-6"\A1;2'-2" \A1;1'-4{\H0.75x;\S1#2;}" \A1;11'-10{\H0.75x;\S1#2;}" \A1;8'-4" \A1;1'-5{\H0.75x;\S1#2;}" \A1;11'-4" \A1;11'-7" \A1;11'-0" \A1;74'-7" OVERALL \A1;33'-3{\H0.75x;\S1#2;}"\A1;4'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;2'-10{\H0.75x;\S1#2;}"\A1;31'-3{\H0.75x;\S1#2;}"\A1;74'-7" OVERALL \A1;13'-3" P.A.P.A.P.A. P.A. \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 P.A. \A1;\pxql;SEE PC3 FOR FOOTING SIZEP.A. P.A.P.A.P.A. \A1;16'-5{\H0.75x;\S3#4;}"\A1;11'-5{\H0.75x;\S1#4;}" \A1;11'-2{\H0.75x;\S1#4;}" \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;PC 1 (5.5 k) \A1;PC 4 (14.2 k) \A1;PC 3 (11.9 k) \A1;10'-3" \A1;10'-3" \A1;10'-3" \A1;ADD'L JOIST UNDER POST ABOVE \A1;ADD'L JOIST UNDER POST ABOVE\A1;PC 5 (20.9 k) \A1;\pxql;OFFSET BEARING WALL ABOVE \A1;\pxt3;(2)2x4 \A1; DBL. END JOIST \A1; END JOIST \A1; END JOIST\A1; END JOIST \A1;W8x15 \PDROPPED CONT. \A1;\pxqc;W8x10 DROPPED CONT. \A1;\pxqc;W8x10 DROPPED CONT. \A1;\pxqc;W8x10 DROPPED CONT. \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;16'-9{\H0.75x;\S1#4;}" \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 \A1;\pxql;SPLICE BEAM HERE IF REQ'D \A1;\pxql;TYP.\A1;\pxql;OFFSET BEARING WALL ABOVE \A1;\pxqc;W8x10 DROPPED CONT. P.A. P.A. P.A. P.A. P.A. P.A. P.A. P.A. \A1;\pxql;POST TO BEAR DIRECTLY ON SLAB. NO FTG. REQ'D. P.A. P.A.P.A. \A1;\pxqc;BUILT UP FLOOR PER ARCH. \A1;\pxqc;W8x15 DROPPED CONT. \A1;DBL. JST. \A1;\pxql;4" WING WALL + FTG. EXTENSION TO SUPPORT STL. BM. \A1;PC 4 (14.4 k) P.A. \A1; END JOIST \A1;10'-3" \A1;10'-9{\H0.75x;\S1#2;}" \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \A1;1'-0" * * * * * * SD.012 SD.012 * **10SD.02* * SD.012 SD.012 SD.014 SD.013A 10SD.02 10SD.02 SD.017*SD.017 * *** SD.0216 * * * * * * * * 2SD.01 2SD.01 SD.015 SD.015 * ** * SD.012 4SD.01 3ASD.01 S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Truman 1702.300Home for * Market Home *, 7231-017002902 Trailblazer Court, Carmel, IN 4603212/02/21