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HomeMy WebLinkAboutS001.0SD.015\A1;70'-11" OVERALL \A1;10'-7{\H0.75x;\S1#2;}" \A1;4'-8{\H0.75x;\S1#2;}" \A1;47'-7" \A1;4'-0" \A1;2'-0" \A1;70'-11" OVERALL \A1;32'-11{\H0.75x;\S1#2;}" \A1;10'-3{\H0.75x;\S1#2;}" \A1;37'-3{\H0.75x;\S1#2;}" \A1;23'-11{\H0.75x;\S1#2;}" \A1;3'-7{\H0.75x;\S1#2;}"\A1;2'-0" \A1;10" \A1;11'-9{\H0.75x;\S1#2;}"\A1;19'-1{\H0.75x;\S1#2;}" \A1;14'-0" \A1;20'-0" \A1;1'-4" \A1;6'-4{\H0.75x;\S1#2;}"\A1;14'-3{\H0.75x;\S1#2;}" \A1;3'-4{\H0.75x;\S1#2;}"\A1;2'-0"\A1;1'-0"\A1;1'-0" \A1;58'-7" OVERALL \A1;32'-4{\H0.75x;\S1#2;}"\A1;1'-8"\A1;12'-3"\A1;1'-8"\A1;10'-4" \A1;9'-8{\H0.75x;\S1#2;}" \A1;2'-0"\A1;3{\H0.75x;\S1#2;}" \A1;3{\H0.75x;\S1#2;}" \A1;2'-0" \A1;59'-11" OVERALL \A1;7'-10"\A1;12'-9"\A1;8'-8{\H0.75x;\S1#2;}"\A1;9'-7{\H0.75x;\S1#2;}"\A1;20'-8{\H0.75x;\S1#2;}"\A1;3{\H0.75x;\S1#2;}" \A1;8'-0{\H0.75x;\S1#2;}" \A1;2'-2" \A1;8'-3" \A1;1'-9" \A1;16'-3" \A1;4'-6{\H0.75x;\S1#2;}" \A1;13'-11{\H0.75x;\S1#4;}" \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;SIMPSON HUS 1.81/10 HANGER \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONTINUOUS SD.013A SD.014 SD.013A SD.013A \A1;12'-3" SD.014 \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- POST ABOVEPOST ABOVE POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.)BEAM POCKET (TYP.) \A1;16'-0{\H0.75x;\S1#4;}" \A1;PC 3 (8.0k)W8x10 DROPPED CONTINUOUS \A1;16'-9{\H0.75x;\S3#4;}" \A1;{\LBASEMENT SLAB}\PSEE NOTES ON S-0.0 \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;PC 5 (19.2k) \A1;13'-3" \A1;13'-0" \A1;8'-9{\H0.75x;\S1#2;}" \A1;PC 2 (6.5k) \A1;14'-8"\A1;10'-6" \pxql;PROVIDE 36"x72"x12" CONC. FTG W/ #4 BARS @12" O.C. E.W. @ BOTTOM \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;7'-5{\H0.75x;\S1#2;}" \A1;PC 2 (6.8k) \A1;17'-2" \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- W8x15 OR W10x12 DROPPED CONTINUOUS W8x15 OR W10x12 DROPPED CONTINUOUS \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;10'-3{\H0.75x;\S1#4;}" 14SD.02 SD.013A 16SD.02 SD.013A SD.01 SD.01 POST ABOVE\A1;DOUBLE JOIST UNDER POSTS ABOVEW8x10 DROPPED CONTINUOUS POST ABOVE POST ABOVE POST ABOVEPOST ABOVE POST ABOVE \A1;12'-3" W8x10 DROPPED CONTINUOUS BEARING WALL ABOVE \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-W8x21 OR W10x15 DROPPED (CONT.)BEARING WALL ABOVE \A1;9'-11{\H0.75x;\S1#4;}" \A1;PC 3 (9.5k)\A1;PC 3 (9.5k) \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- W8x10 DROPPED (CONT.) \A1;PC 4 (17.9k) \A1;11'-4"\A1;4'-0" SD.01 \A1;DOUBLE JOIST UNDER POSTS ABOVE \A1;8'-4" \A1;PC 2 (6k) \A1;7'-9{\H0.75x;\S3#4;}" \A1;PC 2 (6.5k)W8x10 DROPPED (CONT.) POST ABOVE \pxql;NOTE\PBREAK STEEL BEAM\P @ COL. & SPLICE \A1;PC 3 (10.3k) \A1;8'-4" \A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 W8x35 OR W10x26 DROPPED SD.01 SD.015 SD.0110 SD.0110 SD.01 SD.01 10SD.01 \A1;{\LGARAGE SLAB}\PSEE NOTES ON S-0.0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 SD.014 SD.014 \A1;8" 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 & SCHEDULESREFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 01-16-20 NJM NEH 125-13024 sheet:Skyview ModelTowne Meadow - Lot 01Midwest ZoneBase - 18 psf Roof LiveNEHRECESSED CEILING ADDED AT OWNER'S SUITE01/28/20201st Floor Framing/Fnd PlanS-1.0 1st FLOOR FRAMING/FOUNDATION PLAN1SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 02/25/20 William Hohlt