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HomeMy WebLinkAboutS001.0\A1;8'-0{\H0.75x;\S1#2;}" \A1;32'-8" \A1;1'-8" \A1;12'-3" \A1;1'-8" \A1;10'-4" \A1;5'-5{\H0.75x;\S1#2;}" \A1;7'-11" \A1;7'-10" \A1;7'-11" \A1;3'-6{\H0.75x;\S1#2;}" \A1;4'-6{\H0.75x;\S1#2;}" \A1;5'-9{\H0.75x;\S1#2;}" \A1;6'-1{\H0.75x;\S1#2;}" \A1;6'-1{\H0.75x;\S1#2;}" \A1;12'-0"\A1;10'-0"\A1;2'-0" \A1;6'-0"\A1;4'-0"\A1;2'-0" \A1;4'-8{\H0.75x;\S1#2;}"\A1;5'-3{\H0.75x;\S1#2;}" \A1;58'-7" \A1;11'-6" \A1;68'-11" OVERALL\A1;47'-7" \A1;9'-0" \A1;20'-8{\H0.75x;\S1#2;}" \A1;59'-11" OVERALL \A1;9'-7{\H0.75x;\S1#2;}" \A1;32'-11{\H0.75x;\S1#2;}"\A1;23'-11{\H0.75x;\S1#2;}"\A1;2'-2"\A1;8'-3"\A1;1'-9"\A1;16'-3"\A1;4'-6{\H0.75x;\S1#2;}" \A1;68'-11" OVERALL \A1;9'-7{\H0.75x;\S1#2;}" \A1;59'-11" OVERALL \A1;6'-11{\H0.75x;\S1#2;}" \A1;1'-4" \A1;56'-11" \A1;20'-3{\H0.75x;\S1#2;}" \A1;15'-4" \A1;8'-0{\H0.75x;\S1#2;}" \A1;4'-8{\H0.75x;\S1#2;}"\A1;1'-0" \A1;14'-3{\H0.75x;\S1#2;}" \A1;8'-4" \A1;24'-11" \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 \A1;12'-3" \pxt1;(2)2x4 \pxt1;(2)2x4 \pxt1;(2)2x4 \pxt1;(2)2x4 \pxt1;(2)2x4 \pxt1;(2)2x4 \pxt1;(2)2x4\A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR\P (2)2x8 MSR 1200f-1.2E \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR\P (2)2x8 MSR 1200f-1.2E \pxt1;(2)2x4 (2)2x8 (2)2x8 \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR\P (2)2x8 MSR 1200f-1.2E \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR\P (2)2x8 MSR 1200f-1.2E \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR\P (2)2x8 MSR 1200f-1.2E \A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL \A1;36"x36"x12" PLAIN CONC. FTG. \pxt1;(4)2x4 \pxt1;(2)2x4\pxt1;(5)2x4 \A1;13'-6{\H0.75x;\S1#2;}" \A1;17'-5{\H0.75x;\S1#2;}" (2)2x4 (2)2x4 \A1;3" o.c. EDGE NAILING\A1;(SEE NOTES) \A1;SIMPSON LUS28 HANGER (TYP.) \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) POSTPOST \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) \A1;P.T. (2)2x12 DROPPED (CANT'D) POST POST\A1;P.T. (2)2x12 DROPPED \A1;P.T. (2)2x12 DROPPED POST \A1;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING) \A1;9"\A1;3'-3" \A1;9"\A1;2'-0" \A1;6'-5" \A1;8'-0"\A1;2'-0" \A1;2'-0" \A1;2'-0" \A1;7'-2" \A1;7'-2" \A1;7'-2" \A1;2'-0" \A1;3'-0"\A1;7'-8{\H0.75x;\S1#2;}" \A1;2'-4{\H0.75x;\S1#2;}" \A1;1'-0" \A1;2'-6{\H0.75x;\S1#2;}" \A1;4'-6" \A1;2'-0" \A1;4'-4" \A1;2'-0" \A1;4'-4" \A1;2'-0" \A1;1'-0" \A1;2'-0"\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- POST ABOVE W8x35 OR W10x26 DROPPED \A1;16'-4" W8x10 DROPPED CONTINUOUS \A1;PC 3 (8.0k) W8x10 DROPPED CONTINUOUS \A1;16'-10" \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;PC 3 (10.3k)\A1;PC 5 (19.2k) \A1;12'-10"\A1;9'-0" \A1;PC 3 (9.5k) \A1;PC 2 (6.5k)\A1;14'-8" \A1;10'-9{\H0.75x;\S1#2;}" \pxql;PROVIDE 36"x72"x12" CONC. FTG W/ #4 BARS @12" O.C. E.W. @ BOTTOM \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH\A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;SIMPSON HUS 1.81/10 HANGER\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- W8x15 OR W10x12 DROPPED CONTINUOUS W8x15 OR W10x12 DROPPED CONTINUOUS \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- W8x10 DROPPED CONTINUOUS \A1;10'-3{\H0.75x;\S1#2;}" POST ABOVE \A1;DOUBLE JOIST UNDER POSTS ABOVE W8x10 DROPPED CONTINUOUS POST ABOVE \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \pxqr;NOTE\PBREAK STEEL BEAM\P @ COL. & SPLICE W8x35 OR W10x26\P DROPPED BEARING WALL ABOVE POST ABOVE POST ABOVE BRG. WALL ABV. \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;PC 2 (6k) \A1;7'-5{\H0.75x;\S1#2;}" \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;PC 2 (6.8k)\A1;9'-8{\H0.75x;\S1#2;}"W8x10 DROPPED (CONT.) \A1;8'-0" \A1;4'-0" W8x10 DROPPED (CONT.)\A1;PC 2 (6.5k) 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES \A1;\pxqc;{\LPORCH SLAB\P}-SEE NOTES ON S-0.0 \A1;\pxql,t1;3{\H0.7x;\S1#2;}"x7" LVL POST \pxt1;(2)2x4 OFFSET BEARING WALL ABOVE \A1;PC 4 (17.9k) SD.0210 SD.018 SD.0210 SD.018 9SD.01 SD.012 SD.012 SD.013A SD.014 SD.013A SD.0213A SD.0213A SD.0213A * 16SD.02 2SD.01 SD.015 SD.015 * SD.013A * S-1.0STRUCTURAL 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 ---- Skyview 2056.300Home for * Market Home *, 5782-124003326 Spruce Wood Court, Carmel, IN 4603212/02/19 William Hohlt