Loading...
HomeMy WebLinkAboutS001.0\A1;3'-8{\H0.75x;\S1#2;}" \A1;22'-8{\H0.75x;\S1#4;}" \A1;45'-0" \A1;2'-3{\H0.75x;\S1#2;}" \A1;35'-0{\H0.75x;\S1#2;}" \A1;4'-5{\H0.75x;\S1#2;}" \A1;5'-6" \A1;2'-3{\H0.75x;\S1#2;}" \A1;54'-7" OVERALL \A1;10'-8" \A1;58'-3{\H0.75x;\S1#2;}" - OVERALL \A1;12'-11" \A1;1'-0"\A1;32'-6" \A1;26'-0" \A1;8'-10{\H0.75x;\S1#2;}"\A1;28'-7{\H0.75x;\S1#2;}" \A1;4'-0"\A1;11'-4" \A1;14'-10" \A1;13'-4" \A1;8'-11" \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;5'-0{\H0.75x;\S1#2;}"\A1;1'-4"\A1;7"\A1;9'-4{\H0.75x;\S1#2;}" \A1;1'-11"\A1;1'-11" \A1;1'-9" \A1;6'-2{\H0.75x;\S1#2;}" \A1;30'-3" \A1;84'-7" - OVERALL \A1;84'-7" - OVERALL\A1;26'-5" \A1;12'-11" \A1;20'-9" \A1;6'-0{\H0.75x;\S1#2;}" \A1;13'-3{\H0.75x;\S1#2;}" \A1;3'-4{\H0.75x;\S3#4;}"\A1;2'-6{\H0.75x;\S1#2;}" \A1;2'-0" \A1;8'-3" \A1;1'-0" \A1;5'-11" \A1;1'-11" \A1;4'-5" \A1;1'-2" \A1;14'-11{\H0.75x;\S1#2;}" \A1;2" \A1;6'-4" \A1;3'-0" \A1;5'-0{\H0.75x;\S1#2;}" \A1;1'-11" \A1;29'-9{\H0.75x;\S1#2;}" \A1;25'-8{\H0.75x;\S1#2;}" \A1;8'-3"\A1;8'-3"\A1;3'-2" \A1;49'-7" \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. W10X12\PDROPPED CONT. W10X15\PDROPPED 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. W10X15\PDROPPED CONT. \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.011 \A1;18'-8" \A1;15'-7{\H0.75x;\S1#2;}" \A1;15'-0" \A1;19'-4" \A1;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING \A1;11'-3" \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'-2{\H0.75x;\S1#2;}"\A1;6'-4{\H0.75x;\S1#4;}" SD.01 10SD.02 10SD.02 SD.019 SD.01 (3)2x4 (3)2x4 W10X15 DROPPED CONT. W10X15 DROPPED CONT. SD.013A SD.013A SD.011SD.01 SD.011 SD.011 5SD.01 SD.01 10SD.02 \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;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;\pxql;30"x30"x12" PLAIN CONCRETE FOOTING BASEMENT SLAB SEE S-0.0 FOR DETAILS \A1;17'-10" SD.011 SD.011 W10X15 DROPPED W8X24 OR W10X17\PDROPPED \A1;\pxql;24"x24"x12" PLAIN CONCRETE FOOTING \A1;2x10 P.T. DECK JOISTS @ 16" o.c. \A1;\pxql,t18;6x6 P.T. POST w/ SIMPSON ABE66 POST BASE \P(TYP. OF 2) 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;16" DIA. SONOTUBE TO FROST\P(TYP. OF 4) \A1;(2)2x12 P.T. DROPPED (TYP.) \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;11'-5 1/2" \A1;6'-5" \A1;7" \A1;6'-4 3/4" (2)2x6 (2)2x6 (2)2x6 (2)2x6 (2)2x8 (2)2x8 * * * * SD.0213A 6x6 P.T. POST \A1;2x10 P.T. DECK JOISTS @ 16" o.c. 6x6 P.T. POST \A1;8'-2 5/8" \A1;3'-11 3/4" \A1;SIMPSON HUC212-2 SKEWED HANGER 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: 05-21-20 JGF JTF 104-15001 2596 Geneva ModelIN - Heritage at Spring Mill - Lot 19Indiana Divisionsheet:SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 05/28/20 William Hohlt