Loading...
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;67'-4" OVERALL \A1;67'-4" OVERALL \A1;59'-7" \A1;9'-3{\H0.750000x;\S1#2;}" \A1;10'-0" \A1;16'-4{\H0.750000x;\S1#2;}" \A1;7'-4"\A1;22'-3{\H0.750000x;\S1#2;}" \A1;10'-0" \A1;25'-1{\H0.750000x;\S1#2;}" \A1;2'-2" \A1;16'-3" \A1;6'-8{\H0.750000x;\S1#2;}" \A1;12'-6"\A1;3'-4" \A1;22'-11"\A1;19'-7" \A1;7'-4" \A1;72'-1" OVERALL \A1;20'-7"\A1;9'-0" \A1;6'-5{\H0.750000x;\S1#2;}" \A1;7'-11"\A1;1'-10"\A1;12'-6"\A1;8'-3"\A1;2'-5"\A1;10'-0"\A1;8'-2{\H0.750000x;\S1#2;}"\A1;2'-10"\A1;18'-2{\H0.750000x;\S1#2;}"\A1;1'-0{\H0.750000x;\S1#2;}" \A1;4'-9" \A1;6"\A1;2'-6" \A1;9'-4" \A1;72'-1" - OVERALL \A1;10'-0"\A1;16'-7"\A1;16'-5"\A1;15'-7"\A1;4'-3{\H0.750000x;\S5#8;}"\A1;4'-3{\H0.750000x;\S3#8;}"\A1;7'-8{\H0.750000x;\S5#8;}"\A1;7'-10{\H0.750000x;\S3#8;}"\A1;5'-3{\H0.750000x;\S5#8;}"\A1;8'-0" \A1;4'-5"\A1;4'-5"\A1;8'-2" \A1;4'-8{\H0.750000x;\S3#8;}"\A1;13'-6" \A1;PC 6 (28.0k) \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-}\A1;11{\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.- \A1;OPTIONAL BUILT UP FLOOR PER ARCH. \A1;SPLICE BEAM HERE IF REQ'D 1SD.01 SD.01 SD.01 SD.019 SD.011 \A1;PC 4 (16.6k) SD.0216 FNDN. STEP DETAIL 19/SD.02 SD.01 SD.014 SD.012 \A1;12'-7{\H0.750000x;\S7#8;}"\A1;10'-2{\H0.750000x;\S3#8;}"\A1;13'-0"\A1;13'-0" \A1;18'-2{\H0.750000x;\S1#4;}" \A1;17'-5" \A1;13'-6{\H0.750000x;\S1#4;}" \A1;14'-10"\A1;14'-10" TYP. SD.0215 SD.015 SD.015 BEAM POCKET (TYP.)\A1;(3)2x4 OR PC 2 (5.1k) 1SD.01 SD.0214 POST ABOVE** POST ABOVE* \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;11{\H0.7x;\S7#8;\H1.4286x;" I-JOISTS -SERIES & SPACING SPEC. PER MANUF.-} \A1;ADD'L JOIST UNDER POST ABOVE END JOISTEND JOIST \A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS\A1;W8x21 OR W10x17 DROPPED BEAM \A1;{\LGARAGE SLAB}\P-SEE NOTES ON S-0 \A1;{\LBASEMENT SLAB}\P-SEE NOTES ON S-0 \A1;{\LPORCH SLAB}\P-SEE NOTES ON S-0 \A1;POST TO BEAR DIRECTLY ON SLAB (NO FTG. REQ'D) \A1;8"x16" PLAIN CONC. THICKENED SLAB (2)2x4 POST ABOVE*POST ABOVE* POST ABOVE* POST ABOVE* POST ABOVE* POST ABOVE*POST ABOVE* \A1;W8x13 OR W10x12 DROPPED BEAM CONTINUOUS\A1;W8x13 OR W10x12 DROPPED BEAM CONTINUOUS \A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;8"x16" PLAIN CONC. THICKENED SLAB \A1;PC 3 (11.1k)\A1;PC 6 (24.3k)POST ABOVE* \A1;9'-1{\H0.750000x;\S3#4;}"\A1;W8x21 OR W10x17 DROPPED BEAM CONTINUOUS SD.012 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LVL FLUSH SD.0213 SD.0213 SD.0213 14SD.02 SD.0213\A1;10'-2" \A1;2x4 @ 16" o.c. (SPF STUD GRADE) STUD WALL (3)2x4(6)2x4(6)2x4 (3)2x4** (2)2x4(2)2x4 (2)2x4(2)2x4(2)2x4(2)2x4 (2)2x4(2)2x4(2)2x4(2)2x4 (2)2x4(2)2x4 \A1;W8x13 OR W10x12 DROPPED BEAM \A1;W8x18 OR W10x15 DROPPED BEAM \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.OE \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.OE \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.OE \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.0E\A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.0E \A1;(2)1{\H0.7x;\S3#4;}"x7{\H0.7x;\S1#4;}" LSL OR (2)2x8 MSR 900f-1.OE \A1;2'-0" \A1;8'-0" \A1;15'-0"\A1;9"\A1;2'-6"\A1;5'-3"\A1;8'-6"\A1;16'-0" \A1;3'-4" \A1;9"\A1;2'-6" \A1;\pxql;4x4 P.T. POST UP TO 10' TALL\P6x6 POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x5{\H0.7x;\S1#4;}" NOTCH) \A1;\pxql;SIMPSON LUS28 HANGER (TYP.) \A1;2x8 P.T. DECK JOISTS @ 16" o.c. (CANT'D)\A1;END JOIST \A1;END JOIST \A1;P.T. (2)2x12 DROPPED\A1;\pxql;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST POST \A1;P.T. (2)2x12 DROPPED \A1;\pxql;SIMPSON HUC210-2 \A1;\pxql,t18;4x4 P.T. POST UP TO 10' TALL\P6x6 P.T. POST UP TO 12' TALL FASTEN BEAM TO 4X4 POST w/ SIMPSON BCS2-2/4 CAP OR NOTCHED 6x6 w/ (2) {\H0.7x;\S1#2;}" DIA. THRU-BOLTS w/ 1" MIN. WASHERS (3"x11{\H0.7x;\S1#4;}" NOTCH) \A1;9" POST \A1;\pxql;12" DIA. SONOTUBE TO FROST\P(TYP. @ LANDING)\A1;\pxql;2x6 P.T. DROPPED (TYP. @ LANDING) POST \A1;\pxql;2x6 P.T. DECK JOISTS @ 16" O.C. (3)2x4 SD.019 SD.01 Foundation PlanS-1.0 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: JGF BJD Meadowview ModelIN West Clay - Lot 200Midwest Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof Live03-08-17 125-14006 SCALE: 1/8"=1'-0"11st FLOOR/FOUNDATION PLAN 04/17/18 Adam Schriner