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HomeMy WebLinkAboutS001.0\A1;8'-0{\H0.75x;\S1#2;}" \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{\H0.75x;\S1#2;}"\A1;2'-0"\A1;3{\H0.75x;\S1#2;}" \A1;10'-3{\H0.75x;\S1#2;}" \A1;11'-6" \A1;12'-7{\H0.75x;\S1#2;}"\A1;11'-4" \A1;24'-11" \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 BEAM POCKET (TYP.) \A1;13'-6{\H0.75x;\S1#2;}" \A1;17'-5{\H0.75x;\S1#2;}" POST ABOVEPOST ABOVE POST ABOVE POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (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{\H0.75x;\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.- W8x15 OR W10x12 DROPPED CONTINUOUSW8x15 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{\H0.75x;\S1#2;}" POST ABOVE \A1;DOUBLE JOIST UNDER POSTS ABOVE W8x10 DROPPED CONTINUOUS POST ABOVE \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 ABOVE BRG. WALL ABV. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;PC 2 (6k) \A1;7'-5{\H0.75x;\S1#2;}" \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;PC 2 (6.8k)\A1;9'-8{\H0.75x;\S1#2;}"W8x10 DROPPED (CONT.) \A1;8'-0" \A1;4'-0" W8x10 DROPPED (CONT.)\A1;PC 2 (6.5k) \A1;70'-11" OVERALL\A1;47'-7" \A1;9'-0" \A1;8'-4{\H0.75x;\S1#2;}" \A1;10'-0" \A1;13'-8" \A1;59'-11" OVERALL \A1;7'-4" \A1;34'-11{\H0.75x;\S1#2;}"\A1;23'-11{\H0.75x;\S1#2;}"\A1;2'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;4'-6{\H0.75x;\S1#2;}"\A1;2'-0" \A1;70'-11" OVERALL \A1;11'-7{\H0.75x;\S1#2;}" \A1;59'-11" OVERALL \A1;1'-4" \A1;58'-11" \A1;11'-7" \A1;17'-4" \A1;6'-4{\H0.75x;\S1#2;}" \A1;8'-0{\H0.75x;\S1#2;}" \A1;3'-8{\H0.75x;\S1#2;}"\A1;2'-0" \A1;14'-7" \A1;8'-4" \A1;37'-3{\H0.75x;\S1#2;}" \A1;12'-3" \A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0.0 \A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) \A1;ADD'L JOIST (CANT'D) \A1;ADD'L JOIST (CANT'D)\A1;DOUBLE JOIST 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 OFFSET BEARING WALL ABOVE\A1;PC 4 (17.9k) SD.014 SD.013A SD.012 SD.012 SD.013A 16SD.02 2SD.01 SD.015 SD.015 SD.0214 14SD.02 SD.012 SD.014 SD.0210 SD.018 SD.0210 SD.018 10SD.02 SD.012 SD.012 SD.013A SD.014 * SD.013A S-1.0 STRUCTURAL 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 TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Skyview 2056.300Home for * Market Home *, 7231-003002459 Towne Meadow Drive, Carmel, IN 4603210/19/20