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HomeMy WebLinkAboutS100.0METAL 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;50'-0" OVERALL\A1;19'-1{\H0.75x;\S1#2;}"\A1;19'-1{\H0.75x;\S1#2;}"\A1;11'-9" \A1;64'-10" OVERALL \A1;2'-0" \A1;4'-0" \A1;36'-0" \A1;8'-0" \A1;6'-11" \A1;32'-8" \A1;64'-10" OVERALL \A1;14'-6{\H0.75x;\S1#2;}"\A1;4'-9{\H0.75x;\S1#2;}" \A1;1'-9{\H0.75x;\S1#2;}" \A1;9'-10" \A1;20'-6{\H0.75x;\S1#2;}" \A1;29'-1" \A1;32'-2" \A1;8'-3" \A1;1'-10{\H0.75x;\S1#2;}" \A1;16'-3" \A1;2'-1" \A1;3'-8{\H0.75x;\S1#2;}" \A1;11'-0{\H0.75x;\S1#2;}"\A1;7'-4{\H0.75x;\S1#2;}" \A1;1'-0"\A1;1'-0" \A1;1'-2"\A1;1'-2"\A1;1'-2"\A1;1'-2" \A1;1'-8" \A1;1'-8" \A1;14'-10" \A1;50'-0" OVERALL\A1;20'-0"\A1;18'-8{\H0.75x;\S1#2;}"\A1;11'-3{\H0.75x;\S1#2;}" W8x10 STEEL BEAM DROPPED, CONT. *POST ABOVE W8x10 DROPPED, CONT.W8x10 DROPPED, CONT. \A1;\pxql;{\LCLEARSPAN OPTION:\P}W8x31 DROPPED\P(OMIT THIS COLUMN AND FOOTING)\A1;\pxql;SPLICE STEEL BEAM HERE IF REQ'D ** POST ABOVE POST ABOVEPOST ABOVE * \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- (CANT'D) \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- FNDN. STEP DETAIL 19/SD.02 SD.013A SD.014 SD.01 1SD.01 14SD.02 SD.015 SD.011 SD.0216 SD.011 SD.011 SD.011 \A1;\pxql;BEAM POCKET (TYP.)\A1;3'-0{\H0.75x;\S1#4;}" \A1;3'-10{\H0.75x;\S1#2;}" \A1;16'-9{\H0.75x;\S3#4;}" \A1;10'-6"\A1;11'-6{\H0.75x;\S1#4;}"\A1;8'-6"\A1;9'-5{\H0.75x;\S3#4;}"\A1;10'-0" \A1;14'-4{\H0.75x;\S3#4;}" \A1;4'-2{\H0.75x;\S1#4;}" \A1;\pxql;OFFSET BEARING WALL ABV.\A1;\pxql;(750 PLF) \A1;9'-11"\A1;9'-0"\A1;9'-5"\A1;9'-11" \A1;{\LPORCH SLAB\P\pxqc;}-SEE NOTES ON S-0 \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- \A1;\pxql;{\LCLEARSPAN OPTION:\P}W8x24 DROPPED (OMIT THIS COLUMN AND FOOTING) \A1;PC2\P(6.5k) \A1;PC2 (6.0k) OR\PPC4 (13.0k) @ OPT. CLEARSPAN \A1;PC1\P(5.5k) \A1;PC3\P(9.0k) \A1;PC4\P(12.5k) *POST ABOVE POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) *POST ABOVE *POST ABOVE*POST ABOVE* *POST ABOVE *POST ABOVE *POST ABOVE*POST ABOVE *POST ABOVE W8x10 STEEL BEAM DROPPED, CONT. OFFSET BEARING\PWALL ABOVE \A1;PC3\P(8.65k) \A1;PC1\P(4.5k)\A1;PC3\P(9.2k) \A1;PC1\P(4.15k) W8x10 STEEL BEAM DROPPED, CONT.END F.J.END F.J. \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- W8x10 STEEL BEAM DROPPED, CONT. W8x10 STEEL BEAM DROPPED, CONT. \A1;2'-0" \A1;4'-0" \A1;11'-7{\H0.75x;\S1#2;}" \A1;21'-0{\H0.75x;\S1#2;}" \A1;\pxql;{\LNOTE:} OMIT THIS SECTION OF BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"x16" THICKENED SLAB. FNDN. STEP DETAIL 19/SD.02SD.015 9SD.01 *POST ABOVE SD.017 SD.029 \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.017 POST ABOVE \A1;PC3\P(9.0k)\A1;PC1\P(4.5k)1st Floor Framing PlanS-1.01ST FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0"copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 12-17-18 JGF ANK 125-14017 Woodside ModelCopper Run - Lot 2Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest Zone02/14/19 Mike Sheeks