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HomeMy WebLinkAboutS-1.0 Structural Plan - Foundation Basement (IN Code)\A1;12'-0" \A1;29'-0" \A1;19'-0" \A1;10'-0" \A1;17'-7" \A1;6'-0" \A1;2'-0" \A1;9'-10{\H0.75x;\S1#2;}" \A1;2'-0" \A1;11'-0{\H0.75x;\S1#2;}" \A1;2'-0" \A1;2'-0" \A1;6'-0" \A1;11'-2{\H0.75x;\S1#2;}" \A1;12'-0" \A1;58'-7" OVERALL \A1;37'-4{\H0.75x;\S1#2;}"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;8'-11{\H0.75x;\S1#2;}"\A1;19'-2{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}"\A1;64'-3{\H0.75x;\S1#2;}" OVERALL\A1;58'-7"\A1;30'-7" \A1;58'-7" OVERALL \A1;21'-1" \A1;10'-3{\H0.75x;\S1#2;}" \A1;26'-11" \A1;6'-3{\H0.75x;\S1#2;}" \A1;5'-8{\H0.75x;\S1#2;}" \A1;64'-3{\H0.75x;\S1#2;}" OVERALL \A1;23'-4{\H0.75x;\S1#2;}"\A1;8'-0" \A1;2'-2"\A1;1'-8{\H0.75x;\S1#2;}" \A1;2'-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;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 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 FLUSH POST ABOVE \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH POST 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.0210 SD.014 SD.013 SD.015 SD.0219 SD.011 SD.018 SD.018 SD.0210 SD.014 SD.013 SD.015 SD.0219 SD.014 4SD.01 3ASD.01 SD.013A SD.013A SD.012 SD.012 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 * * 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 *, 7231-020002836 Trailblazer Court, Carmel, IN 4603202/04/22