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HomeMy WebLinkAboutS001.0METAL 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;55'-1" - AT MASONRY WRAP \A1;54'-9{\H0.750000x;\S1#2;}" OVERALL \A1;36'-7"\A1;1'-0"\A1;1'-0" \A1;4'-9{\H0.750000x;\S1#2;}" \A1;54'-9{\H0.750000x;\S1#2;}" OVERALL\A1;22'-1{\H0.750000x;\S1#2;}" \A1;50'-0" OVERALL\A1;20'-0"\A1;19'-9{\H0.750000x;\S1#2;}"\A1;10'-2{\H0.750000x;\S1#2;}"\A1;1'-10{\H0.750000x;\S1#2;}"\A1;16'-3"\A1;1'-10{\H0.750000x;\S1#2;}" \A1;18'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR \A1;1'-2"\A1;1'-2"\A1;11'-4"\A1;7'-4{\H0.750000x;\S1#2;}"\A1;7'-8{\H0.750000x;\S1#2;}" \A1;1'-2"\A1;1'-2"\A1;10" \A1;3'-10" \A1;55'-1" - AT MASONRY WRAP \A1;50'-7" - OVERALL AT MASONRY WRAP \A1;1'-0" \A1;1'-0"\A1;1'-1" \A1;1'-0"\A1;2'-0"\A1;2'-0" \A1;2'-0" W8x15 STEEL BEAM DROPPED, CONT. W8x10 STEEL BEAM DROPPED, CONT.END F.J.END F.J. *POST ABOVE\A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- 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.- \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- FNDN. STEP DETAIL 19/SD.02 8"x16" THICKENED SLAB FNDN. STEP DETAIL 19/SD.02 SD.013A SD.014 SD.01 1SD.01 14SD.02 SD.015 SD.015 SD.019 SD.01 SD.011 SD.0214 SD.0216 SD.0215 SD.011 SD.011 SD.011SD.0214 \A1;\pxql;BEAM POCKET (TYP.)\A1;3'-0{\H0.750000x;\S1#4;}" \A1;3'-10{\H0.750000x;\S1#2;}" \A1;16'-9{\H0.750000x;\S3#4;}" \A1;10'-0"\A1;12'-0{\H0.750000x;\S1#4;}"\A1;8'-6"\A1;9'-5{\H0.750000x;\S3#4;}"\A1;10'-0" \A1;14'-4{\H0.750000x;\S3#4;}" \A1;4'-2{\H0.750000x;\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;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \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;\pxql;(3)2x4 OR \PPC 1 (6.0k) \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;PC1\P(4.5k) \A1;PC3\P(9.0k) \A1;PC4\P(12.5k) \A1;\pxql;(3)2x4 OR \PPC 1 (4.5k) *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 30"x30"x12" PLAIN CONC. FOOTING *POST ABOVE \A1;12'-11{\H0.750000x;\S1#4;}" *POST ABOVE W8x10 STEEL BEAM DROPPED, CONT. OFFSET BEARING\PWALL ABOVE 1st Floor Framing PlanS-1.01ST FLOOR FRAMING PLAN1SCALE: 1/8"=1'-0"ELEVATION HR3S copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveVRF3RD CAR FRONT LOAD GARAGE ADDED01/29/2015VRF2 CAR SIDE LOAD GARAGE w/ 4' EXT. ADDED03/13/2015BJDNEW MI ELEV.04/15/16SWBSTONE VENEER UPDATE09/29/16W10x30 continous beam and center post / footing stays 09/09/19 William Hohlt