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HomeMy WebLinkAboutS001.0\A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;17'-7"\A1;17'-0" \A1;6'-0"\A1;6'-0" \A1;5'-4"\A1;4{\H0.75x;\S1#2;}" \A1;12'-7{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;37'-1"\A1;8'-3"\A1;1'-10{\H0.75x;\S1#2;}"\A1;1'-9"\A1;8'-11{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;20'-9{\H0.75x;\S1#2;}" \A1;10'-10{\H0.75x;\S1#2;}" \A1;12'-7{\H0.75x;\S1#2;}" \A1;14'-3{\H0.75x;\S1#2;}" \A1;62'-3{\H0.75x;\S1#2;}" OVERALL\A1;58'-3{\H0.75x;\S1#2;}"\A1;30'-3{\H0.75x;\S1#2;}" \A1;1'-8{\H0.75x;\S1#2;}" \A1;19'-2{\H0.75x;\S1#2;}" \A1;58'-7" OVERALL \A1;6'-0" \A1;6'-0" \A1;8'-7{\H0.75x;\S3#4;}" \A1;8'-4{\H0.75x;\S1#4;}" \A1;8'-9{\H0.75x;\S1#2;}" \A1;8'-9{\H0.75x;\S1#2;}" \A1;6'-3{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" \A1;62'-3{\H0.75x;\S1#2;}" OVERALL \A1;4'-0" \A1;23'-1"\A1;8'-0" \A1;16'-3" \A1;2'-0" \A1;11'-8{\H0.75x;\S1#2;}" \A1;23'-10{\H0.75x;\S1#2;}" \A1;20'-0" \A1;1'-0" \A1;1'-0" \A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;18'-0"\A1;10'-0" \A1;10'-0" \A1;17'-7" \A1;6'-0" \A1;8'-9{\H0.75x;\S1#2;}" \A1;8'-9{\H0.75x;\S1#2;}" \A1;6'-3{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" 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;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 POST ABOVE POST ABOVE POST ABOVE POST ABOVE \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\P(CANT'D 6" MIN. OVER STEEL BEAM) W8x10 DROPPED CONT. \A1;PC 4 (12.4k) POST ABOVE FLUSH LSL TO BE CANT'D 6" MIN. PAST STEEL BEAM \A1;14'-5{\H0.75x;\S1#2;}" \A1;PC 4 (12.6k) \A1;7'-10{\H0.75x;\S3#4;}" SPLICE BEAM HERE IF REQ'D \A1;11'-3{\H0.75x;\S1#2;}"\A1;10'-11{\H0.75x;\S1#4;}"W8x10 DROPPED CONT. \A1;9'-0" W8x10 DROPPED CONT. HD-1 HD-1HD-1 HD-1 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- W8x10 DROPPED CONT. DOUBLE END JOIST END JOIST \A1;15'-4" \A1;8'-11{\H0.75x;\S1#2;}"\A1;PC 4 (13.1k)\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSHPOST ABOVE\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSHPOST ABOVE \A1;6'-8"\A1;5'-9"\A1;5'-7" \A1;2'-0"W8x10 DROPPED W8x10 DROPPED CONTINUOUS \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.-\P(HIGH @ OPT. RAISED FLR) \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.- POST ABOVE W8x13 DROPPED CONT. \A1;PC 4 (14.7k) END JOIST(2)2x4 (2)2x4 W8x13 DROPPED CONT. \A1;PC 1 OR (3)2x4 (5.4k)\A1;PC 3 (12.0k)W8x10 DROPPED CONTINUOUS POST ABOVE POST ABOVE POST ABOVE POST ABOVE 24"x24" THICKENED SLAB 8"x16" THICKENED SLAB BRG. WALL ABOVE BRG. WALL ABV. \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)\A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH (LOW)\A1;SIMPSON HHUS410 HANGER (LOW) (3)2x4 END JOIST POST ABOVE POST ABOVE POST ABOVE \A1;14'-1{\H0.75x;\S1#2;}" \A1;19'-5{\H0.75x;\S1#2;}" \A1;16'-8" \A1;12'-5{\H0.75x;\S1#2;}" \A1;6'-0{\H0.75x;\S3#4;}"\A1;13'-1{\H0.75x;\S3#4;}" \A1;8'-4{\H0.75x;\S1#4;}"\A1;8'-0" POST ABOVE PC 4 FTG. @ POST ABOVE POST ABOVE \A1;10'-5{\H0.75x;\S1#2;}" PC 3 FTG. @ POST ABOVE \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 POST ABOVE POST ABOVE * SD.018 SD.018 SD.019 SD.011 SD.014 SD.013 SD.015 SD.0219 SD.011 SD.018 SD.018 SD.019 SD.011 SD.014 SD.013 SD.015 SD.0219 SD.014 4SD.01 3SD.01 SD.013 SD.013 SD.014 4SD.01 3ASD.01 SD.013A SD.013A SD.011 SD.011 SD.012 SD.012 SD.0114 SD.0114 SD.0114 SD.0114 * * * * SD.011 * SD.015 * * SD.015 * * * * * * * *2SD.01 * * SD.014 4SD.01 3ASD.01 SD.013A SD.013A SD.012 SD.012 SD.0114 SD.0114 * * S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGER----VERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Rockwall 2054.300Home for * Market Home *, 7231-042002636 Towne Meadow Drive, Carmel, IN 4603209/15/20