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HomeMy WebLinkAboutS001.0\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;6'-0" \A1;3'-8{\H0.75x;\S1#2;}" \A1;14'-5{\H0.75x;\S1#2;}" \A1;1'-0" \A1;10'-8{\H0.75x;\S1#2;}"\A1;5'-3{\H0.75x;\S1#2;}" \A1;31'-3{\H0.75x;\S1#2;}"\A1;31'-3{\H0.75x;\S1#2;}"\A1;2'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;2'-10{\H0.75x;\S1#2;}" \A1;2'-2" \A1;55'-7" OVERALL \A1;22'-3{\H0.75x;\S1#2;}" \A1;10'-9{\H0.75x;\S1#2;}" \A1;11'-7{\H0.75x;\S1#2;}" \A1;10'-10{\H0.75x;\S1#2;}" \A1;13'-3" \A1;31'-3{\H0.75x;\S1#2;}" \A1;72'-7" OVERALL \A1;72'-7" OVERALL \A1;55'-7" \A1;2'-0" \A1;21'-3" \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;W10x12 DROPPED CONT. \A1;W8x15 OR\A1;W8x15 OR \A1;W10x12 DROPPED CONT. \A1;W8x15 OR\A1;W8x15 OR P.A.12" WING WALL + FTG. PER PC4 \PTO SUPPORT STEEL BEAM P.A. P.A.POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) P.A. P.A.\A1;PC 6 (29.0 k)\A1;1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LSL FLUSHP.A.\A1;1 {\H0.7x;\S3#4;}"x11 {\H0.7x;\S1#4;}" LSL FLUSH \A1;10'-5{\H0.75x;\S3#4;}" \A1;4'-5{\H0.75x;\S3#4;}"\A1;14'-7{\H0.75x;\S1#2;}" P.A. P.A. \A1;{\LPORCH SLAB\P}-SEE NOTES ON S-0 P.A. \A1;\pxql;SEE PC3 FOR FOOTING SIZEP.A. P.A.P.A.P.A. 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 PROVIDE SOLID LVL BLOCKING UNDER POST ABV. TO BE INSTALLED PRIOR TO 2nd FLR. FRMG. \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;2'-6" TYP. \A1;2'-0" TYP. SD.0214 SD.012 * * * SD.012 * ** SD.012 * * SD.012 SD.013A SD.014 SD.0210 SD.018 *SD.018 9SD.01 * *** * SD.012 * SD.0216 * * * * * * * * 2SD.01 2SD.01 SD.015 SD.015 * ** * SD.012 4SD.01 3ASD.01 S-1.0STRUCTURAL 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 TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Truman 1702.300Home for * Market Home *, 5782-121003314 Spruce Wood Court, Carmel, IN 4603212/04/19 William Hohlt