Loading...
HomeMy WebLinkAboutS001.0\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;17'-4" \A1;45'-0" \A1;2'-3{\H0.75x;\S1#2;}" \A1;11'-9" \A1;4'-5{\H0.75x;\S1#2;}" \A1;5'-6" \A1;2'-3{\H0.75x;\S1#2;}" \A1;54'-7" OVERALL \A1;12'-3" \A1;54'-7" - OVERALL \A1;11'-4" \A1;32'-6" \A1;26'-0" \A1;9'-6{\H0.75x;\S1#2;}"\A1;27'-11{\H0.75x;\S1#2;}" \A1;4'-0"\A1;11'-4" \A1;14'-10" \A1;13'-4" \A1;2'-6" \A1;2'-6" \A1;17'-4" \A1;14'-2" \A1;11'-6{\H0.75x;\S1#2;}" \A1;5'-11" \A1;2'-9{\H0.75x;\S1#2;}" \A1;11'-6{\H0.75x;\S1#2;}" \A1;7" \A1;1'-9" \A1;2'-6" \A1;83'-7" - OVERALL \A1;83'-7" - OVERALL\A1;26'-5" \A1;12'-11"\A1;1'-0" \A1;8'-3" \A1;1'-0" \A1;6'-4" \A1;1'-11" \A1;26'-1" \A1;25'-8{\H0.75x;\S1#2;}" \A1;8'-3"\A1;8'-3"\A1;3'-2" \A1;11'-9" \A1;11'-6{\H0.75x;\S1#2;}" W10X12\PDROPPED CONT. W10X15 DROPPED CONT. W10X15\PDROPPED\A1;15'-2{\H0.75x;\S1#8;}" END JOISTEND JOISTEND 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. W10X15\PDROPPED CONT. W10X15 DROPPED \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.012 4ASD.01 SD.01 \A1;19'-3" \A1;15'-4{\H0.75x;\S1#8;}" \A1;15'-0" \A1;\pxql;24"x24"x12" PLAIN CONCRETE FOOTING \A1;19'-7{\H0.75x;\S1#2;}" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING \A1;11'-2" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING GARAGE \PSLAB SEE S-0.0 FOR DETAILS PORCH \PSLAB SEE S-0.0 FOR DETAILS \A1;14'-11{\H0.75x;\S3#8;}"\A1;15'-5{\H0.75x;\S1#8;}" \A1;6'-0{\H0.75x;\S1#2;}" \A1;17'-6"\A1;6'-4{\H0.75x;\S1#4;}" SD.01 10SD.02 10SD.02 SD.0210 SD.01 W8X24 OR W10X17\PDROPPED (3)2x4 (3)2x4 W10X15 DROPPED CONT. W10X15 DROPPED CONT. SD.013A SD.013A SD.01SD.01 SD.01SD.012 5SD.01 SD.01 (2)2x6 (2)2x8 (2)2x8 * SD.0213A (2)2x8 \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. (2)2x6* (2)2x6* (2)2x6* (2)2x6* (2)2x6POST ABOVE \A1;2x10 P.T. DECK JOISTS @ 16" o.c. (CAN'TD) \A1;\pxql,t18;6x6 P.T. POST w/ SIMPSON ABE66 POST BASE \P(TYP. OF 3) 6x6 P.T. POST \A1;NOTCH POST 3"x11 {\H0.7x;\S1#4;}" TO ALLOW FULL BRG. WIDTH OF BEAM & FASTEN w/ (2) {\H0.7x;\S1#2;}" DIA. THRU BOLTS (TYP.) \A1;SIMPSON LUS28 HANGER\P(TYP.)\A1;OUTLINE OF DECK ABOVE \A1;24" DIA. SONOTUBE TO FROST\P(TYP. OF 3) \A1;(2)2x12 P.T. DROPPED (CAN'TD) \A1;2x10 P.T. LEDGER FASTENED TO RIM w/ (3) {\H0.7x;\S1#4;}" DIA. x 3 {\H0.7x;\S1#2;}" LONG SIMPSON SDS SCREWS @ 16" o.c. \A1;12'-4"\A1;1'-8"\A1;1'-8"(2)2x8 BASEMENT SLAB SEE S-0.0 FOR DETAILS 6x6 P.T. POST \A1;8'-4" \A1;8'-4" \A1;1'-8" \A1;(2)2x12 P.T. DROPPED\P(CANT'D) * 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 1st Floor Framing PlanS-1.01st FLOOR FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-02-20 JGF SL 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 22Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 11/24/20