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HomeMy WebLinkAboutS001.0\A1;9'-11{\H0.75x;\S1#2;}" \A1;12'-2{\H0.75x;\S1#2;}" \A1;1'-0" \A1;7'-3{\H0.75x;\S1#2;}" \A1;3'-0" \A1;11'-5" \A1;3'-0" \A1;3'-0" \A1;3'-0" \A1;7'-4{\H0.75x;\S1#2;}" \A1;11'-10" \A1;12'-11" \A1;18'-3" \A1;17'-4{\H0.75x;\S7#8;}" \A1;19'-1{\H0.75x;\S1#2;}" \A1;15'-1{\H0.75x;\S1#2;}" \A1;37'-5{\H0.75x;\S1#2;}" - GARAGE \A1;20'-3{\H0.75x;\S1#2;}" \A1;13'-2" \A1;48'-7" OVERALL \A1;2'-2"\A1;16'-3"\A1;9'-0{\H0.75x;\S1#2;}" \A1;9'-1{\H0.75x;\S7#8;}" \A1;8'-3"\A1;1'-9" \A1;10'-0" \A1;8'-0" \A1;3'-3{\H0.75x;\S1#2;}" \A1;4'-8{\H0.75x;\S1#2;}"\A1;1'-3{\H0.75x;\S1#2;}" \A1;48'-7"\A1;59'-7" OVERALL \A1;48'-7" OVERALL \A1;59'-7" OVERALL \A1;12'-1"\A1;18'-0" \A1;4'-2{\H0.75x;\S7#8;}" \A1;2'-0"\A1;1'-6" \A1;5'-8{\H0.75x;\S1#2;}" \A1;2'-0" \A1;4'-5" \A1;1'-6" \A1;7{\H0.75x;\S1#2;}" POST ABOVE \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- POST ABOVE POST ABOVE POST ABOVE OFFSET B.W.A. OFFSET B.W.A. OFFSET B.W.A. \A1;PC 3 \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-W 8x10 DROPPED \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- POST ABOVE DBL. JOIST \A1;12" WING WALL TO SUPPORT STEEL BEAM \A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH UNDER P.A. OFFSET B.W.A. \A1;FNDN. STEP\PDETAIL 19/SD.02 \A1;FNDN. STEP\PDETAIL 19/SD.02 POST ABOVE END JOIST END JOIST \A1;SPLICE BM HERE, IF REQ'D POST ABOVE \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 POST ABOVE POST ABOVE \A1;(8.5k)\A1;PC 3 \A1;(8.5k) \A1;PC 2 POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) (TYP.)POST ABOVE \A1;PC 2\P(6.3k) POST ABOVE\A1;(7.9k) \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;3'-5" \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;9"\A1;3'-3" \A1;\pxql;SIMPSON LUS28 HANGER (TYP.) \A1;END JOIST \A1;END JOIST \A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;9"\A1;2'-0" \A1;7'-0" \A1;5'-4" POST \A1;1'-8" \A1;2'-0" \A1;\pxql;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;2'-0" \A1;\pxql;OUTLINE OF DECK ABOVE \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS)POST \A1;P.T. (2)2x12 DROPPED (CANT'D BOTH ENDS) \A1;6'-3" 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;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.-\A1;BM. POCKET (TYP) \A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0 \A1;8'-2{\H0.75x;\S1#4;}" \A1;10'-0{\H0.75x;\S1#4;}" \A1;10'-9{\H0.75x;\S1#2;}" \A1;17'-8{\H0.75x;\S1#4;}"\A1;8'-0{\H0.75x;\S3#4;}"\A1;12'-4{\H0.75x;\S1#2;}" \A1;9'-6" \A1;9'-6" \A1;13'-2" \A1;10'-2{\H0.75x;\S1#4;}" \A1;3'-5{\H0.75x;\S1#2;}" \A1;7'-1{\H0.75x;\S1#2;}" \A1;12'-5{\H0.75x;\S1#2;}" W 10x12 DROPPED \A1;(8.0k)\A1;PC 3 \A1;PC 1 OR (2)2x4 \A1;PC 1 OR (2)2x4 W8x10 DROPPED \A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM, POST & PAD FTGS. W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB.\A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB. W 8x10 DROPPED CONT.W 8x10 DROPPED CONT. POST ABOVE \A1;\pxql;{\LNOTE:} JOISTS TO CAN'T OVER BEAM FULLY UNDER B.W.A. W 8x10 DROPPED CONT. W8x10 DROPPED CONT. W8x10 DROPPED CONT. W 8x10 DROPPED CONT. W 8x10 DROPPED CONT. \A1;4'-2{\H0.750000x;\S1#2;}" * SD.022 2SD.01 SD.012 * * * * SD.0214 * * * * SD.0216 * * * SD.012 SD.015 SD.015 SD.013A SD.013 SD.014 SD.0210 SD.0210 SD.018 SD.018 * S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2019 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:05/10/2019 PROJECT TYPE Single Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Castleton 2022.300Home for * Market Home *, 6838-02700#213021 Copper Run Boulevard, Carmel, IN 4607403/26/20 William Hohlt