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HomeMy WebLinkAboutS001.0\A1;4'-0"\A1;2'-0" \A1;10'-4" \A1;12'-3" \A1;1'-8" \A1;1'-8" \A1;32'-8" \A1;2'-0"\A1;10'-0" \A1;19'-11{\H0.750000x;\S1#2;}" \A1;10'-0" \A1;4'-3{\H0.750000x;\S1#2;}"\A1;20'-7{\H0.750000x;\S1#2;}" \A1;6'-0" \A1;12'-0" \A1;4'-0"\A1;2'-0" \A1;10'-4" \A1;12'-3" \A1;1'-8" \A1;1'-8" \A1;32'-8" \A1;6'-0" \A1;12'-0"\A1;9'-8{\H0.750000x;\S1#2;}"\A1;2'-0"\A1;3{\H0.750000x;\S1#2;}" \A1;10'-3{\H0.750000x;\S1#2;}"\A1;68'-7{\H0.750000x;\S1#2;}" OVERALL\A1;47'-3{\H0.750000x;\S1#2;}" \A1;59'-11" OVERALL \A1;32'-8"\A1;23'-11{\H0.750000x;\S1#2;}"\A1;1'-10{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;4'-6{\H0.750000x;\S1#2;}" \A1;68'-7{\H0.750000x;\S1#2;}" OVERALL \A1;59'-11" OVERALL \A1;1'-4" \A1;56'-7{\H0.750000x;\S1#2;}" \A1;20'-3{\H0.750000x;\S1#2;}" \A1;15'-4" \A1;6'-11{\H0.750000x;\S1#2;}" \A1;8'-0{\H0.750000x;\S1#2;}" \A1;14'-3{\H0.750000x;\S1#2;}" \A1;8'-0{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;4'-0" \A1;7'-8{\H0.750000x;\S1#2;}" \A1;9'-7{\H0.750000x;\S1#2;}" \A1;9'-0" \A1;9'-4"\A1;37'-0" \A1;15'-4" \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 SD.018 SD.019 SD.019 SD.018 9SD.01 SD.012 SD.013 SD.014 SD.011 \A1;11'-11{\H0.750000x;\S1#2;}" \A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0.0 BEAM POCKET (TYP.) \A1;13'-6{\H0.750000x;\S1#2;}" \A1;17'-5{\H0.750000x;\S1#2;}" SD.012 SD.012POST ABOVE BEAM POCKET (TYP.) \A1;13'-6{\H0.750000x;\S1#2;}" \A1;17'-5{\H0.750000x;\S1#2;}" SD.014 SD.013APOST ABOVE SD.012 SD.012 SD.013A POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;2'-0"\P TYP. \A1;2'-0"\P TYP. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- POST ABOVE W8x35 OR W10x26 DROPPED \A1;16'-4" W8x10 DROPPED CONTINUOUS \A1;PC 3 (8.0k) W8x10 DROPPED CONTINUOUS \A1;16'-10" \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;PC 3 (10.3k)\A1;PC 5 (19.2k) \A1;12'-10"\A1;9'-0" \A1;PC 3 (9.5k) \A1;PC 2 (6.5k)\A1;14'-8" \A1;10'-9{\H0.750000x;\S1#2;}" \pxql;PROVIDE 36"x72"x12" CONC. FTG W/ #4 BARS @12" O.C. E.W. @ BOTTOM \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;SIMPSON HUS 1.81/10 HANGER\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;3'-2" W8x15 OR W10x12 DROPPED CONTINUOUS W8x15 OR W10x12 DROPPED CONTINUOUS \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- W8x10 DROPPED CONTINUOUS \A1;10'-3{\H0.750000x;\S1#2;}" 16SD.02 2SD.01 POST ABOVE \A1;DOUBLE JOIST UNDER POSTS ABOVE W8x10 DROPPED CONTINUOUS POST ABOVE POST ABOVE \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \pxqr;NOTE\PBREAK STEEL BEAM\P @ COL. & SPLICE W8x35 OR W10x26\P DROPPED BEARING WALL ABOVE POST ABOVE POST ABOVEPOST ABOVE SD.015SD.015 SD.015 14SD.02 \A1;PC 2 (6.8k)\A1;9'-8{\H0.750000x;\S1#2;}" 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES SD.013 \A1;PC 4 (15.5k)OFFSET BEARING WALL ABOVE 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:xx/xx/xxxxPROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Skyview 2056.300Home for * Market Home *, 5782-11600#23324 Shelborne Woods Parkway, Carmel, IN 4603211/27/18 William Hohlt