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HomeMy WebLinkAboutS001.0\A1;17'-3"\A1;13'-11" \A1;8'-0" \A1;14'-10{\H0.750000x;\S1#2;}" \A1;16'-3" \A1;9'-0" \A1;10'-0" \A1;14'-5{\H0.750000x;\S1#2;}" \A1;1'-0" \A1;4'-3{\H0.750000x;\S1#2;}" \A1;3'-8{\H0.750000x;\S1#2;}" \A1;11'-1{\H0.750000x;\S1#2;}" \A1;3'-4" \A1;7'-5" \A1;7'-5{\H0.750000x;\S1#2;}" \A1;7'-5{\H0.750000x;\S1#2;}" \A1;8'-9{\H0.750000x;\S1#2;}" \A1;4'-2{\H0.750000x;\S1#2;}"\A1;4'-9{\H0.750000x;\S1#2;}" \A1;5'-3{\H0.750000x;\S1#2;}"\A1;4'-8{\H0.750000x;\S1#2;}"\A1;10'-8{\H0.750000x;\S1#2;}"\A1;5'-3{\H0.750000x;\S1#2;}" \A1;31'-3{\H0.750000x;\S1#2;}"\A1;31'-3{\H0.750000x;\S1#2;}"\A1;2'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;2'-10{\H0.750000x;\S1#2;}" \A1;2'-2" \A1;55'-7" OVERALL \A1;22'-3{\H0.750000x;\S1#2;}" \A1;10'-9{\H0.750000x;\S1#2;}" \A1;11'-7{\H0.750000x;\S1#2;}" \A1;10'-10{\H0.750000x;\S1#2;}" \A1;13'-3" \A1;31'-3{\H0.750000x;\S1#2;}" \A1;72'-7" OVERALL \A1;72'-7" OVERALL \A1;55'-7" \A1;2'-0" \A1;14'-4" \A1;11'-4" \A1;6'-7{\H0.750000x;\S1#2;}"\A1;8"\A1;6'-7{\H0.750000x;\S1#2;}"\A1;1'-11{\H0.750000x;\S1#2;}" \A1;8" \A1;8'-8{\H0.750000x;\S1#2;}" \A1;15'-2{\H0.750000x;\S1#4;}" \A1;15'-2{\H0.750000x;\S1#4;}" \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;W8x18 OR\A1;W10x15 DROPPED P.A.* P.A.* P.A.* \A1;(2) 1 {\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR\P1350f-1.3E (MIN.) \A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL \A1;(2) 1 {\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR\P1500f-1.4E (MIN.) (3)2x4 \A1;(2) 1 {\H0.7x;\S3#4;}"x7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR\P1200f-1.2E (MIN.) (3)2x4 (3)2x4 (2)2x4 (2)2x4 SD.0213A SD.0213 *(2)2x4 (3)2x4 \A1;PC 4 (11.5 k) \A1;\pxql;SEE PC 4 FOR FOOTING SIZE (2)2x8 (2)2x8 (2)2x8 \A1;3{\H0.7x;\S1#2;}"x7"\A1;LVL POST \A1;14'-7{\H0.750000x;\S1#2;}" P.A.* P.A.* SD.012 SD.013A SD.014 \A1;{\LPORCH SLAB\P}-SEE NOTES ON S-0 SD.0210 SD.018 P.A.* \A1;\pxql;SEE PC3 FOR FOOTING SIZE SD.018 9SD.01 P.A.* P.A.*P.A.*P.A.* P.A.* SD.012 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'-5{\H0.750000x;\S3#4;}" SD.0216 \A1;16'-5{\H0.750000x;\S3#4;}" \A1;11'-5{\H0.750000x;\S1#4;}" \A1;11'-2{\H0.750000x;\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{\H0.750000x;\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.* 2SD.01 2SD.01 SD.015 SD.015\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" SD.012 \A1;10'-9{\H0.750000x;\S1#2;}" \A1;2'-6" TYP.\A1;2'-0" TYP. 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 *, 5782-105003325 Shelborne Woods Parkway, Carmel, IN 4603209/17/18 William Hohlt