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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;2'-0" \A1;10'-0" \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{\H0.75x;\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 BEAM POCKET (TYP.) \A1;13'-6{\H0.75x;\S1#2;}" \A1;17'-5{\H0.75x;\S1#2;}" POST ABOVE BEAM POCKET (TYP.) \A1;13'-6{\H0.75x;\S1#2;}" \A1;17'-5{\H0.75x;\S1#2;}" POST ABOVE POURED CONC. WALL STANDARD. SEE REFERENCE \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & S 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 \A1;DOUBLE JOIST UNDER POSTS ABO \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 \A1;(1)1{\H0.7x;\S3#4;}"x11{ \A1;(1)1{\H0.7x;\S3#4;}"x11 \A1;SIMPSON HUS 1.81/10 HA \A1;11{\H0.7x;\S7#8;}" I- W8x15 OR W10x12 DROPPED CONTINUOUS W8x15 OR W10x12 DROPPED CONTINUOUS \A1;11{\H0.7x;\S7#8;}" I-JOIS \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPAC \A1;11{\H0.7x;\S7#8;}" I- W8x10 DROPPED CONTINUOUS \A1;10'-3{\H0.75x;\S1#2;}" POST ABOVE \A1;DOUBLE JOIST UNDER POSTS W8x10 DROPPED CONTINUOUS POST ABOVE \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SER \pxqr;NOTE\PBREAK STEEL BEAM\P @ CO W8x35 OR W10x26\P DROPPED BEARING WALL ABOVE POST ABOVE POST ABOVE BRG. WALL ABV. \A1;11{\H0.7x;\S7#8;}" I- \A1;PC 2 (6k) \A1;7'-5{\H0.75x;\S1#2;}" \A1;DOUBLE JOIST UNDER POSTS ABO \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;2'-0" \A1;10'-0" \A1;12'-0" \A1;1'-4" \A1;2'-0" \A1;10'-0" \A1;32'-11{\H0.7 \A1;23'-11{\H0.75x;\S1#2;}" \A1;2'-2" \A1;8'-3" \A1;16'-\A1;3" 1'-9" \A1;4'-6{\H0.75x;\S1#2;}" \A1;68'-11" OVERALL \A1;9'-7{\H0.75x \A1;47'-7" \A1;20'-7" \A1;8'-8{\H \A1;13'-4{\ \A1;17'-3" \A1;68'-11" OVERALL \A1;56'-11" \A1;12'-0" \A1;15'-4" \A1;1{\H0.75x;\S1#2;}" \A1;8'-4" \A1;3'-0" \A1;2'-0" \A1;59'-11" \A1;1'-7{\H0 \A1;2'-2" \A1;4'-7" \A1;2'-2" \A1;2'-10" \A1;2'-2" \A1;3'-5" \A1;10'-4" \A1;37'-3{\H0.75x;\S1#2;}" \A1;59'-11" OVERALL \A1;6'-8" \A1;7'-9" \A1;13'-3{\H0.75x;\S1#2 \A1;1'-3{\H0.75x;\S1#2; \A1;12'-0" \A1;ADD'L JOIST (CANT'D \A1;ADD'L JOIST (CANT'D \A1;DOUBLE JOIST \A1;{\LPORCH SLAB}\P- \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 JA 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.01 2 SD.01 2 SD.01 4 SD.01 3A SD.01 2 SD.01 2 SD.01 3A 16 SD.02 2 SD.01 SD.01 5 SD.01 5 SD.02 14 14 SD.02 SD.01 4A SD.01 3A SD.01 2 SD.01 4A SD.01 3A SD.01 2 SD.01 8 SD.02 10 SD.01 8 10 SD.02 SD.01 2 SD.01 2 * SD.01 3A S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE) Midwest Zone Office 1900 Golf Road - Suite 300 Schaumburg, Illinois 60173 (c) C PRODU Rick VERSI DATE: xx/ PROJE Single Family SHEE PLAN SPEC NPC C ---- Skyview 2056.300 Home for * Market Home *, 7231-03900 2702 Towne Meadow Drive, Carmel, IN 46032 04/13/21