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HomeMy WebLinkAboutS100.0\A1;60'-7" OVERALL\A1;46'-7" \A1;4'-0" \A1;2'-0" \A1;72'-5" OVERALL\A1;10'-4"\A1;12'-3"\A1;1'-8"\A1;1'-8"\A1;13'-10" \A1;60'-7" OVERALL \A1;19'-9" \A1;24'-11" \A1;10'-3{\H0.75x;\S1#2;}" \A1;36'-3{\H0.75x;\S1#2;}" \A1;24'-11" \A1;3'-7{\H0.75x;\S1#2;}"\A1;1'-0" \A1;23'-1" \A1;4'-8" \A1;16'-3" \A1;2'-2" \A1;22'-11" \A1;2'-0" \A1;16'-1{\H0.75x;\S1#2;}"\A1;3'-7{\H0.75x;\S1#2;}" \A1;3'-5{\H0.75x;\S1#2;}" \A1;21'-5{\H0.75x;\S1#2;}"\A1;19'-5{\H0.75x;\S1#2;}" \A1;3'-5{\H0.75x;\S1#2;}" \A1;2'-3{\H0.75x;\S1#2;}"\A1;13'-10" \A1;10"\A1;10" \A1;8" \A1;3'-0"\A1;8{\H0.75x;\S1#2;}" \A1;8'-5{\H0.75x;\S1#2;}"\A1;72'-5" OVERALL\A1;25'-2{\H0.75x;\S1#2;}"\A1;14'-1{\H0.75x;\S1#2;}"\A1;12'-6"\A1;1'-7"\A1;8'-3"\A1;2'-8"\A1;20'-7"\A1;16'-9" \A1;8'-0" \A1;10" \A1;14'-8" \A1;8'-5" \A1;11'-9{\H0.75x;\S1#2;}" \A1;12'-0"\A1;9'-8{\H0.75x;\S1#2;}" \A1;2'-0"\A1;3{\H0.75x;\S1#2;}" \A1;32'-4{\H0.75x;\S1#2;}"\A1;3{\H0.75x;\S1#2;}" \A1;10"\A1;10" \A1;8'-2{\H0.75x;\S1#2;}"\A1;6'-4{\H0.75x;\S1#2;}"\A1;10'-4" \A1;7" \A1;\pxql;OVERFRAME RAISED FLOOR @ OFFICE \A1;17'-5{\H0.750000x;\S1#2;}" \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;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 POST ABOVE POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) W8x35 OR W10x26 DROPPED BEAM POCKET (TYP.) \A1;PC 4 (15.5k) \A1;16'-4{\H0.750000x;\S1#4;}" W8x10 DROPPED CONTINUOUS \A1;PC 3 (8.0k)W8x10 DROPPED CONTINUOUS \A1;16'-9{\H0.750000x;\S3#4;}" \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;13'-6{\H0.750000x;\S1#2;}" \A1;13'-0" \A1;8'-9{\H0.750000x;\S1#2;}"\A1;PC 3 (9.5k) \A1;PC 2 (6.5k) \A1;13'-10{\H0.750000x;\S3#4;}" \A1;14'-8"\A1;10'-9" \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;7'-5{\H0.750000x;\S1#2;}" \A1;PC 2 (6.8k) 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{\H0.750000x;\S1#4;}" SD.01 SD.014A SD.01 SD.01 14SD.02 SD.013A SD.015 SD.015 SD.01516SD.02 SD.013A SD.01 SD.01 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 SD.01 SD.01SD.013A POST ABOVE\A1;DOUBLE JOIST UNDER POSTS ABOVEW8x10 DROPPED CONTINUOUS POST ABOVE POST ABOVE POST ABOVEPOST ABOVE POST ABOVE POST ABOVE\A1;11'-3" \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \pxql;NOTE\PBREAK STEEL BEAM\P @ COL. & SPLICE W8x35 OR W10x26\P DROPPED BEARING WALL ABOVE \A1;9'-11{\H0.750000x;\S1#4;}" \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- SD.0210 SD.01 SD.0210 SD.0210 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-W8x10 DROPPED (CONT.) \A1;PC 2 (6k) \A1;PC 2 (6.5k)W8x10 DROPPED (CONT.) BEARING WALL ABOVE SD.014 \A1;11'-3" \A1;7'-9{\H0.750000x;\S3#4;}" 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 S-1.0FOUNDATION/1st FLOOR FRAMING PLANSCALE: 1/8"=1'-0"1 Fnd./1st Floor Frmg. Planissue date: drawn by: project mgr: Mulhern+Kulp project number: initial: REVISIONS: date: sheet: 10-29-18 JGF JTF 125-13024copyright : MULHERN + KULPStructural Engineering, Inc.cSkyview ModelWest Clay - Lot 199 REVIN Division1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone12/03/18 Mike Sheeks