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HomeMy WebLinkAboutS001.0\A1;11'-0" \A1;6'-9{\H0.75x;\S1#2;}" \A1;21'-0" \A1;14'-9{\H0.75x;\S1#2;}" \A1;3'-1" \A1;3'-8{\H0.75x;\S1#2;}" \A1;6'-0" \A1;57'-7" - OVERALL \A1;22'-7{\H0.75x;\S1#2;}" \A1;1'-11{\H0.75x;\S1#2;}" \A1;7'-0" \A1;16'-0" \A1;23'-0" \A1;2'-0" \A1;4'-4" \A1;2'-0"\A1;1'-8" \A1;2'-0" \A1;6'-3" \A1;2'-0" \A1;3'-10" \A1;2'-0" \A1;8'-11" \A1;9{\H0.75x;\S1#2;}" \A1;1'-3{\H0.75x;\S1#2;}" \A1;2'-6"\A1;4'-0"\A1;34'-9"\A1;3'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;5'-4"\A1;2'-0"\A1;20'-4" \A1;57'-7" OVERALL \A1;4'-0" \A1;55'-7"\A1;63'-7" OVERALL \A1;6'-0"\A1;5'-8{\H0.75x;\S1#2;}"\A1;9{\H0.75x;\S1#2;}" \A1;1'-3{\H0.75x;\S1#2;}" \A1;15'-10"\A1;15'-10" \A1;63'-7" \A1;20'-4" \A1;10" \A1;2'-0" \A1;13'-5{\H0.75x;\S1#2;}" POST ABOVE POST ABOVE \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 POST ABOVE 36"x36"x12" PLAIN CONC. FTG. \A1;31'-7"\A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-POST ABOVE 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 POST ABOVE \A1;7'-5{\H0.75x;\S3#4;}" \A1;14'-1{\H0.75x;\S1#4;}" POST ABOVE POST ABOVE \A1;6'-5{\H0.75x;\S1#2;}"\A1;OUTLINE OF DECK ABOVE \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;END JOIST \A1;END JOISTPOST \A1;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2) POST POST \A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH) \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) POST \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) \A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;\pxql;SIMPSON LUS28 HANGER (TYP.) POST ABOVE W8x10 DROPPED (CONT.) CLEAR SPAN OPTION: W8x58 OR W10x45 DROPPED \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;PC 5 (20.5k) POST ABOVE POST ABOVE \A1;PC 2 (6.0k) END JOIST END JOIST \A1;PC 4 (12.7k) END JOIST \A1;17'-2{\H0.75x;\S1#4;}" \A1;20'-3{\H0.75x;\S5#8;}" \A1;20'-9{\H0.75x;\S3#4;}"\A1;11'-10{\H0.75x;\S1#2;}" \A1;17'-2{\H0.75x;\S1#4;}" \A1;3'-10{\H0.75x;\S1#2;}" \A1;13'-8{\H0.75x;\S3#4;}" BRG. WALL ABV. (500 PLF) BEAM POCKET (TYP.) \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- POST ABOVE \A1;PC 5 (22.5k) W8x31 OR W10x22 DROPPED W8x18 OR W10x15 DROPPED W8x24 OR W10x17 DROPPED (CONT.) W8x24 OR W10x17 DROPPED (CONT.) \A1;W8x15 OR W10x12 DROPPED\A1;11'-9{\H0.75x;\S1#4;}" \A1;9'-5{\H0.75x;\S1#4;}" \A1;PC 4 (15.6k) W8x24 OR W10x17 DROPPED (CONT.) \A1;PC 5 (21.0k) POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;14" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;(1) 1{\H0.7x;\S3#4;}"x14" LSL FLUSH \A1;9"\A1;3'-3" \A1;9" \A1;2'-10" \A1;6'-11" \A1;2'-0"\A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;8'-6" * SD.012 SD.014 SD.013A SD.013A * SD.0210 SD.0210 SD.018SD.018 * SD.011 SD.011 * * SD.012 SD.012 * * * SD.0214 ** * 1SD.01 SD.0216 1SD.01 SD.015 SD.015 * S-1.0STRUCTURAL 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 TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Trailway 2179.300Home for * Market Home *, 5782-112003308 Shelborne Woods Parkway, Carmel, IN 4603204/26/19 William Hohlt