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HomeMy WebLinkAboutS001.0\A1;16'-3{\H0.750000x;\S3#4;}" \A1;8'-10" 16SD.02 \A1;4'-1" \A1;48'-0" - OVERALL \A1;31'-6" \A1;6'-4" \A1;6'-9" \A1;14'-0{\H0.750000x;\S1#2;}" \A1;4'-4{\H0.750000x;\S1#2;}" \A1;16'-6" \A1;11"\A1;12'-9" \A1;33'-4" \A1;29'-4" \A1;48'-0" - OVERALL \A1;19'-9{\H0.750000x;\S1#2;}" \A1;9'-6{\H0.750000x;\S1#2;}" \A1;64'-3{\H0.750000x;\S1#2;}" - OVERALL \A1;30'-11{\H0.750000x;\S1#2;}" \A1;55'-0" - OVERALL \A1;11'-11{\H0.750000x;\S1#2;}" \A1;1'-9"\A1;2'-6{\H0.750000x;\S1#2;}" \A1;11'-8" \A1;8'-3"\A1;2'-2"\A1;16'-3" \A1;10'-8" \A1;8'-0" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;4'-5" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;2'-8"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;10{\H0.750000x;\S1#2;}"\A1;5'-4"\A1;1'-9{\H0.750000x;\S1#2;}"\A1;3'-6{\H0.750000x;\S1#2;}" \A1;8'-10{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;47'-0" TO CORNER \A1;10'-6" \A1;5'-2" \A1;12'-6{\H0.750000x;\S1#2;}" \A1;10'-0{\H0.750000x;\S3#4;}" \A1;12'-2{\H0.750000x;\S1#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 1SD.01 SD.035 SD.015 \A1;2x8 JOISTS (LOW @ LANDING) (2)2x8 FLUSH @ LANDING \A1;{\Farchqwiku|c0;2x8 LEDGER @ LANDING FASTENED TO WALL w/ (4) 10d NAILS @ EACH STUD} SD.015 SD.031 \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 SD.0215 (TYP.) \A1;DOUBLE END JOIST END JOIST \A1;W8x10 DROPPED CONT. \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF.- * P.A.* (2)2x4 \A1;W8x10 DROPPED CONT. 20SD.03 \A1;5'-10{\H0.750000x;\S1#2;}"\A1;8'-5{\H0.750000x;\S3#4;}" \A1;19'-3{\H0.750000x;\S3#4;}" \A1;12'-2{\H0.750000x;\S1#4;}" \A1;12'-7{\H0.750000x;\S3#4;}"\A1;9'-2{\H0.750000x;\S3#4;}" \A1;6'-5{\H0.750000x;\S3#4;}" \A1;16'-1{\H0.750000x;\S1#4;}"\A1;7'-1" \A1;DOUBLE END JOIST P.A.* P.A.* \A1;W8x10 DROPPED \A1;PC3\P(11.7k) \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF. \A1;{\Farchqwiku|c0;2x4 @ 16" O.C. KNEE WALL ON 8"x16" THICKENED SLAB.} (2)2x8 SD.031 SD.0213 (6)2x4\A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL (2)2x4 (2)2x4(2)2x4 (2)2x4 \A1;11 7/8" I-JOIST - SERIES & SPACING SPEC. BY MANUF. \A1;(2)2x8 MSR (1200f-1.2E) OR (2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL \pxql;30"x30" ENLARGED FTG. \A1;(SEE NOTES) 14SD.02 FNDN. STEP DETAIL 19/SD.02 P.A.* P.A.* \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 SD.014 P.A.* \A1;12'-10{\H0.750000x;\S1#2;}" P.A.* SD.0210 SD.017 \A1;19'-3{\H0.750000x;\S3#4;}" \A1;7'-9{\H0.750000x;\S1#4;}" SD.0210 SD.017 \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} SD.013 SD.013 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 15SD.02 \A1;(2)2x8 MSR (1200f-1.2E) OR (2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL \A1;10'-6{\H0.750000x;\S1#2;}" (2)2x4 END JOIST S-1.0STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2017 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/12/2016 PROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Allison II 2377.300Home for * Market Home *, 5581-07000#24429 Evergreen Trail, Carmel, IN 4607405/10/18 William Hohlt