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HomeMy WebLinkAboutS001.0\A1;10'-6" \A1;11'-6{\H0.75x;\S1#4;}" \A1;8'-6" \A1;9'-9{\H0.75x;\S1#4;}" \A1;10'-3{\H0.75x;\S1#2;}" \A1;19'-2{\H0.75x;\S1#2;}" \A1;19'-4" \A1;19'-8{\H0.75x;\S1#2;}" \A1;19'-1{\H0.75x;\S1#2;}" \A1;11'-9" \A1;2'-0"\A1;4'-0" \A1;50'-7" OVERALL \A1;4'-9{\H0.75x;\S1#2;}" \A1;7'-2{\H0.75x;\S1#2;}" \A1;11'-11" \A1;29'-4{\H0.75x;\S1#2;}" \A1;21'-0{\H0.75x;\S1#2;}" \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- END F.J. END F.J. \A1;2'-8"\A1;3'-10{\H0.75x;\S1#2;}"\A1;16'-9{\H0.75x;\S3#4;}"\A1;14'-9"\A1;4'-5{\H0.75x;\S3#4;}"W8x10 STEEL BEAM DROPPED, CONT. FNDN. STEP DETAIL 19/SD.02 POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) W8x10 STEEL BEAM DROPPED, CONT. \A1;PC4\P(12.5k) POST ABOVEPOST ABOVE W8x10 STEEL BEAM DROPPED, CONT. \A1;PC3\P(8.65k) \A1;PC3\P(9.2k)\A1;PC1\P(4.15k) W8x10 STEEL BEAM DROPPED, CONT.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB. \A1;PC4 (13.0k) POST ABOVE \A1;\pxql;SPLICE STEEL BEAM HERE IF REQ'D \A1;\pxql;BEAM POCKET (TYP.) \A1;\pxql;OFFSET BEARING WALL ABV.\A1;\pxql;(750 PLF)\A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 \A1;PC3\P(9.0k) \A1;PC1\P(4.5k) \A1;PC3\P(9.0k) \A1;PC1\P(4.5k) W8x10 STEEL BEAM DROPPED, CONT. POST ABOVE POST ABOVE POST ABOVE POST ABOVE \A1;9'-10" \A1;14'-9{\H0.75x;\S1#2;}" \A1;32'-1{\H0.75x;\S1#2;}" \A1;50'-7" OVERALL \A1;20'-7" \A1;19'-6" \A1;10'-6" \A1;7'-8{\H0.75x;\S1#2;}" \A1;16'-3"\A1;3'-8{\H0.75x;\S1#2;}"\A1;1'-9"\A1;8'-3"\A1;2'-2" \A1;65'-1" OVERALL\A1;36'-7" \A1;32'-11{\H0.75x;\S1#2;}"\A1;65'-1" OVERALL \A1;14'-10" \A1;20'-6" \A1;1'-0" \A1;1'-0" \A1;11'-4" \A1;9{\H0.75x;\S1#2;}" \A1;7'-4{\H0.75x;\S1#2;}" \A1;7'-6" \A1;2'-0" \A1;6'-3{\H0.75x;\S1#2;}" \A1;2'-0" \A1;2'-0"\PTYP. \A1;1'-8{\H0.75x;\S1#2;}" FNDN. STEP DETAIL 19/SD.02 \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE W8x31 OR W10x22 DROPPED CONT. W8x31 OR W10x22 DROPPED CONT. 14SD.02 SD.0214 SD.015 SD.015 SD.012 SD.0216 SD.012 SD.012 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 ** * * * * * SD.013A SD.014 SD.012 SD.018 10SD.02 SD.018 * * * * * * * \A1;5.0 S-1.0STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:12/01/2017 PROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Woodside 2312.300Home for * Market Home *, 6838-00800#1112977 Chenille Drive, Carmel, IN 4607408/13/19 William Hohlt