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HomeMy WebLinkAboutS001.0\A1;16'-3{\H0.750000x;\S3#4;}" \A1;8'-10" 16SD.02 \A1;48'-0" - OVERALL \A1;31'-6" \A1;16'-6" \A1;5'-0" \A1;14'-0" \A1;17'-6" \A1;12'-0"\A1;42'-3{\H0.750000x;\S1#2;}" \A1;33'-4" \A1;29'-4" \A1;48'-0" - OVERALL \A1;19'-6" \A1;9'-10" \A1;64'-0" - OVERALL \A1;30'-8" \A1;55'-0" - OVERALL \A1;11'-11{\H0.750000x;\S1#2;}" \A1;7'-8{\H0.750000x;\S1#2;}" \A1;1'-9"\A1;2'-6{\H0.750000x;\S1#2;}" \A1;11'-8" \A1;8'-3"\A1;1'-10{\H0.750000x;\S1#2;}"\A1;16'-3" \A1;3{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;3{\H0.750000x;\S1#2;}" \A1;7'-11" \A1;10'-9" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;4'-5{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S1#2;}"\A1;5'-11" \A1;1'-8" \A1;8'-11{\H0.750000x;\S1#2;}" \A1;1'-9{\H0.750000x;\S1#2;}" \A1;8"\A1;2'-8" \A1;5'-5{\H0.750000x;\S1#2;}" \A1;12'-6{\H0.750000x;\S1#2;}" \A1;47'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;10'-6" \A1;2'-0" \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 SD.0213 SD.011 20SD.03 \A1;\pxqc;{\LSLAB ON GRADE\P}-SEE NOTES ON S-0 BEAM POCKET (TYP.) SPLICE BEAM HERE IF REQ'DPOURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 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. \A1;{\Farchqwiku|c0;SEE PC4 FOR FOOTING SIZE} 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;10'-6{\H0.750000x;\S1#2;}"\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) SD.014 SD.013 \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 14SD.02 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.013A SD.019 SD.019 SD.017 FNDN. STEP DETAIL 19/SD.02 \A1;19'-3{\H0.750000x;\S3#4;}" \A1;7'-5{\H0.750000x;\S3#4;}" SD.017 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 (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 *, 5581-017004410 Voyageur Way, Carmel, IN 4607407/17/18 Adam Schriner