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HomeMy WebLinkAboutS100.0\A1;23'-8" \A1;26'-0" \A1;94'-4" - OVERALL \A1;27'-11{\H0.750000x;\S1#2;}"\A1;9'-7{\H0.750000x;\S1#2;}" \A1;82'-8"\A1;22'-6{\H0.750000x;\S1#2;}"\A1;32'-6" \A1;25'-6{\H0.750000x;\S1#2;}" \A1;7'-9{\H0.750000x;\S3#4;}"\A1;1'-0" \A1;8" \A1;2'-2{\H0.750000x;\S1#2;}"\A1;8'-0"\A1;2'-0"\A1;8'-0"\A1;2'-4" \A1;12'-10"\A1;14'-11" \A1;13'-5"\A1;11'-2{\H0.750000x;\S1#2;}" \A1;54'-8"\A1;49'-8"\A1;8" \A1;19'-9{\H0.750000x;\S1#2;}" \A1;8" \A1;8'-10" \A1;8" \A1;5'-4{\H0.750000x;\S1#2;}" \A1;8" \A1;12'-4" \A1;8" \A1;8" \A1;14'-0" \A1;2'-6" \A1;2'-6" \A1;2'-6"\A1;4" \A1;54'-8" \A1;2'-6" \A1;9'-6{\H0.750000x;\S1#4;}"\A1;17'-4" \A1;8'-10"\A1;2'-0"\A1;1'-1{\H0.750000x;\S7#8;}"\A1;5'-8{\H0.750000x;\S1#8;}" \A1;4'-11{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;4'-3" \A1;2'-7"\A1;1'-2" \A1;2'-0"\A1;3'-10"\A1;5'-10" \A1;6'-3{\H0.750000x;\S1#2;}" \A1;6'-0{\H0.750000x;\S1#2;}" \A1;1'-10" \A1;2'-10" \A1;4'-3" \A1;2'-10" \A1;1'-11" \A1;20'-4" \A1;3'-0{\H0.750000x;\S1#4;}" \A1;3'-0" \A1;8" \A1;22'-4" \A1;16'-9{\H0.750000x;\S1#2;}" \A1;18'-10{\H0.750000x;\S1#2;}" \A1;11'-8" \A1;8"\A1;TYP 4ASD.01 GARAGE \PSLAB SEE S-0.0 FOR DETAILS PORCH \PSLAB SEE S-0.0 FOR DETAILS SD.013A SD.013A 5SD.01 SD.01 W10X12\PDROPPED CONT. W10X15\PDROPPED CONT. W10X15\PDROPPED END JOIST END JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. END JOIST END JOISTEND JOIST END JOIST \A1;\pxql;3 {\H0.7x;\S1#2;}" DIA. x 11 GA. ADJ. STL. COL.\A1;\pxql;3 {\H0.7x;\S1#2;}" DIA. x 11 GA. ADJ. STL. COL. \A1;\pxql;3 {\H0.7x;\S1#2;}" DIA. x 11 GA. ADJ. STL. COL. \A1;\pxql;3 {\H0.7x;\S1#2;}" DIA. x 11 GA. ADJ. STL. COL. W10X15\PDROPPED CONT. \A1;\pxql;SPLICE STEEL BEAM AT THIS LOCATION IF REQ'D. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. SD.01 \A1;18'-7{\H0.750000x;\S1#2;}" \A1;15'-7{\H0.750000x;\S1#2;}" \A1;14'-9" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING \A1;\pxql;24"x24"x12" PLAIN CONCRETE FOOTING \A1;19'-4{\H0.750000x;\S1#2;}" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING \A1;10'-11" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING BASEMENT SLAB SEE S-0.0 FOR DETAILS \A1;17'-6{\H0.750000x;\S1#2;}"\A1;15'-2"\A1;15'-3" \A1;6'-0{\H0.750000x;\S1#2;}" \A1;17'-3" \A1;6'-0{\H0.750000x;\S1#4;}"\A1;14'-11{\H0.750000x;\S5#8;}" 10SD.02 10SD.02 SD.01 (3)2x4 (3)2x4 W10X15 DROPPED CONT. W10X15 DROPPED CONT. 2SD.01 SD.01 SD.01 2SD.01 2SD.01 14SD.01 SD.01 SD.01 SD.01 10SD.02 \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. W10X15 DROPPED W8X24 OR W10X17\PDROPPED 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 1st Floor Framing PlanS-1.0 1st FLOOR FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 06-17-19 NJM ASK 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 24Indiana Divisionsheet:SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 06/28/19 Mike Sheeks