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HomeMy WebLinkAboutS1.0\A1;9'-6" \A1;6'-6{\H0.750000x;\S1#2;}" \A1;3'-0" \A1;6'-2{\H0.750000x;\S1#2;}" \A1;14'-1" \A1;6'-9" \A1;5'-10" \A1;5'-7" \A1;3'-0" \A1;12'-9" \A1;32'-3" \A1;9'-10{\H0.750000x;\S1#2;}" \A1;9'-5{\H0.750000x;\S1#2;}" \A1;8'-0" \A1;18'-10"\A1;37'-2" - GARAGE \A1;20'-3{\H0.750000x;\S1#2;}" \A1;13'-2" \A1;14'-6{\H0.750000x;\S1#2;}" \A1;48'-0" OVERALL \A1;1'-10{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;9'-0{\H0.750000x;\S1#2;}"\A1;8'-3"\A1;1'-9" \A1;3'-3{\H0.750000x;\S1#2;}" \A1;2'-11{\H0.750000x;\S1#2;}" \A1;2'-8{\H0.750000x;\S1#2;}" \A1;8'-10{\H0.750000x;\S1#2;}"\A1;6'-8{\H0.750000x;\S1#2;}"\A1;11'-0" \A1;7'-8{\H0.750000x;\S1#2;}"\A1;7'-8{\H0.750000x;\S1#2;}" \A1;59'-0" OVERALL \A1;48'-0" OVERALL \A1;59'-0" OVERALL \A1;12'-1"\A1;17'-8{\H0.750000x;\S1#2;}" \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- SD.019 SD.019 SD.017 SD.017 SD.012 SD.014 SD.013A \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- 1SD.01 SD.011 POST ABOVE* *POST ABOVE *POST ABOVE POST ABOVE* OFFSET B.W.A. OFFSET B.W.A. OFFSET B.W.A. \A1;(8.5k)\A1;PC 3 \A1;(8.5k)\A1;PC 3 \A1;8'-2{\H0.750000x;\S1#4;}" \A1;10'-0{\H0.750000x;\S1#4;}" \A1;10'-6" \A1;(7.9k)\A1;PC 23-SPAN CONT. \A1;BM. POCKET (TYP) POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;17'-8{\H0.750000x;\S1#4;}"\A1;8'-0{\H0.750000x;\S3#4;}"\A1;12'-4{\H0.750000x;\S1#2;}" \A1;9'-8" \A1;9'-6"SD.0216(TYP.) \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- \A1;11 7/8" I-JOISTS -SERIES AND SPACING PER MANUF.- POST ABOVE*POST ABOVE* DBL. JOIST \A1;12" WING WALL TO SUPPORT STEEL BEAM END JOIST \A1;(2) 1 {\H0.7x;\S3#4;}" x 11{\H0.7x;\S7#8;}" LSL FLUSH UNDER P.A. \A1;PC 2\P(6.3k) 2-SPAN CONT. OFFSET B.W.A. \A1;12'-10{\H0.750000x;\S1#2;}" \A1;FNDN. STEP\PDETAIL 19/SD.02 W 8x10 DROPPED W 8x10 DROPPED \A1;11 7/8" I-JOISTS (CANT'D) -SERIES AND SPACING PER MANUF.- \A1;ADD'L JOIST (CANT'D) \A1;ADD'L JOIST (CANT'D) \A1;FNDN. STEP\PDETAIL 19/SD.02 W 8x10 DROPPED POST ABOVE* \A1;9'-10{\H0.750000x;\S3#4;}"\A1;12'-5{\H0.750000x;\S3#4;}" END JOIST 2-SPAN CONT.W 8x10 DROPPED W 8x10 DROPPED \A1;SPLICE BM HERE, IF REQ'D \A1;7'-1{\H0.750000x;\S1#2;}" \A1;12'-2" \A1;(8.0k)\A1;PC 3 \A1;PC 1 OR (2)2x4 \A1;PC 1 OR (2)2x4W8x10 DROPPED POST ABOVE* 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. \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 POST ABOVE* \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0 \A1;16'-3{\H0.750000x;\S1#2;}" W10x15 OR W8x18 *\A1;PC 5\A1;(26.5k) (2)2x8 \A1;\pxqc;(2) 1 {\H0.7x;\S3#4;}" x 7 {\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 1650f-1.3E \A1;(2)2x4 (2)2x8 (2)2x8 \A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL \A1;3" O.C. EDGE NAILING (SEE NOTES)SD.0213 \A1;(2)2x4 DROPPED 2-SPAN CONT. \A1;3'-2" W10x15 OR W8x18DROPPED 2-SPAN CONT. *POST ABOVE PROVIDE SOLID LVL BLOCKING UNDER POST ABV. TO BE INSTALLED PRIOR TO 2nd FLOOR DECK 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 SD.013A \A1;\pxql;{\LNOTE:} JOISTS TO CAN'T OVER BEAM FULLY UNDER B.W.A. *\A1;(6)2x4 \A1;SEE PC4 FOR FOOTING SIZE S-1.0 STRUCTURAL PLAN - FOUNDATION BASEMENT (IN CODE)Midwest Zone Office1900 Golf Road - Suite 300Schaumburg, Illinois 60173(c) Copyright 2015 PulteGroup, Inc. PRODUCT MANAGERRick StarkeyVERSION RELEASEDATE:xx/xx/xxxxPROJECT TYPESingle Family SHEET PLAN NAME SPECIFICATION LEVEL NPC CHILD NUMBER ---- Castleton 2022.300Home for * Market Home *, 5581-07900#214230 Kodiak Drive, Carmel, IN 4607403/15/18 David Rutti