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HomeMy WebLinkAboutS001.0\A1;19'-4" \A1;10'-6" \A1;11'-6{\H0.750000x;\S1#4;}" \A1;8'-6" \A1;9'-5{\H0.750000x;\S3#4;}" \A1;10'-0" \A1;18'-11" \A1;4'-9{\H0.750000x;\S1#2;}" \A1;19'-1{\H0.750000x;\S1#2;}" \A1;19'-1{\H0.750000x;\S1#2;}" \A1;11'-9" \A1;9'-6" \A1;9'-7{\H0.750000x;\S1#2;}" \A1;9'-6" \A1;9'-7{\H0.750000x;\S1#2;}" \A1;5'-10{\H0.750000x;\S1#2;}" \A1;5'-10{\H0.750000x;\S1#2;}" \A1;50'-0" OVERALL \A1;4'-0"\A1;2'-0" \A1;14'-9" END F.J. \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- FNDN. STEP DETAIL 19/SD.02 1SD.01 SD.015 SD.015 SD.011 SD.0216 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- (2)2x4 (2)2x4 SD.0213 SD.0213 \A1;(SEE LATERAL BRACING NOTES) \A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL SD.0213 \A1;(6)2x4 \A1;3{\H0.7x;\S1#2;}"x7" LVL POST \A1;2'-8"\A1;3'-10{\H0.750000x;\S1#2;}"\A1;16'-9{\H0.750000x;\S3#4;}"\A1;4'-2{\H0.750000x;\S1#4;}" END F.J. POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) 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;32'-1{\H0.750000x;\S1#2;}" \A1;50'-0" OVERALL \A1;20'-0" \A1;16'-3"\A1;3'-8{\H0.750000x;\S1#2;}"\A1;1'-9"\A1;8'-3"\A1;2'-2" \A1;64'-9{\H0.750000x;\S1#2;}" OVERALL\A1;36'-3{\H0.750000x;\S1#2;}" \A1;32'-8"\A1;64'-9{\H0.750000x;\S1#2;}" OVERALL \A1;14'-6{\H0.750000x;\S1#2;}" \A1;20'-6"\A1;9'-10" \A1;10'-7" \A1;10'-0" \A1;2'-0" \A1;11'-4"\A1;2'-0" \A1;9'-5" \A1;5'-8{\H0.750000x;\S1#2;}"\A1;14'-9{\H0.750000x;\S1#2;}" \A1;12'-0" \A1;7'-4{\H0.750000x;\S1#2;}" \A1;11'-3{\H0.750000x;\S1#2;}" \A1;16'-9{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;1'-0" \A1;1'-0" \A1;3'-8{\H0.750000x;\S1#2;}" \A1;8'-5" \A1;2'-0" \A1;6'-0" \A1;2'-0" \A1;8'-7" \A1;1'-0" \A1;2'-0" \A1;7{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;5.0 \A1;PC4 (13.0k) W8x10 STEEL BEAM DROPPED, CONT. *POST ABOVE W8x31 OR W10x22 DROPPED CONT. \A1;\pxql;SPLICE STEEL BEAM HERE IF REQ'D *POST ABOVEPOST ABOVE* \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;PC4\P(12.5k) W8x10 STEEL BEAM DROPPED, CONT. W8x10 STEEL BEAM DROPPED, CONT. * * *POST ABOVE *POST ABOVE \A1;(2)2x8 \A1;(2)2x8 * (2)2x8 * \A1;PC3\P(8.65k) \A1;PC1\P(4.5k) \A1;PC3\P(9.2k)\A1;PC1\P(4.15k) W8x10 STEEL BEAM DROPPED, CONT.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;\pxql;30"x30" ENLARGED PLAIN CONC FTG. \A1;\pxql;36"x36" ENLARGED PLAIN CONC FTG. W8x31 OR W10x22 DROPPED CONT. \A1;5.0 \A1;5.1 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 *, 5581-08400#24457 Evergreen Trail, Carmel, IN 4607411/30/18 Mike Sheeks