No preview available
HomeMy WebLinkAboutS001.0\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;29'-4{\H0.75x;\S1#2;}" \A1;32'-1{\H0.75x;\S1#2;}" \A1;50'-7" OVERALL \A1;20'-7" \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;9'-10" \A1;10'-7" \A1;10'-0" \A1;2'-0" \A1;11'-4"\A1;2'-0" \A1;9'-1{\H0.75x;\S1#2;}" \A1;14'-9{\H0.75x;\S1#2;}"\A1;5'-8{\H0.75x;\S1#2;}" \A1;3{\H0.75x;\S1#2;}" \A1;12'-0" \A1;7'-4{\H0.75x;\S1#2;}" \A1;11'-7" \A1;16'-9{\H0.75x;\S1#2;}" \A1;2'-0" \A1;3'-8{\H0.75x;\S1#2;}" \A1;1'-0" \A1;1'-0" \A1;8'-5" \A1;2'-0" \A1;6'-0" \A1;2'-0" \A1;8'-7" \A1;2'-0" \A1;8{\H0.75x;\S1#2;}" \A1;7{\H0.75x;\S1#2;}" \A1;2'-0" \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;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;}" 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;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) W8x10 STEEL BEAM DROPPED, CONT. POST ABOVE POST ABOVE POST ABOVE POST ABOVE FNDN. STEP DETAIL 19/SD.02 POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE POST ABOVE \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \A1;11'-6{\H0.75x;\S1#4;}" \A1;PC3\P(8.65k) \A1;PC1\P(4.5k) \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.W8x10 STEEL BEAM DROPPED, CONT. \A1;10'-6" \A1;11'-6{\H0.75x;\S1#4;}" W10x30 DROPPED CONT. W10x30 DROPPED CONT. 14SD.02 SD.015 SD.015 SD.012 SD.0216 SD.012 SD.012 SD.012 ** * * * * * SD.014 SD.018 10SD.02 SD.018 SD.013A * * * * * * * 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 S-1.0STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:05/10/2019 PROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Woodside 2312.300Home for * Market Home *, 6838-0200012905 Copper Run Boulevard, Carmel, IN 4607402/12/20 David Rutti