Loading...
HomeMy WebLinkAboutAmbleside Highlands - Lot 47 - Structural Plans-S-1.0METAL 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 PC1 OR (2)2X8 (3.5K) END JOIST \A1;74'-7" - OVERALL \A1;74'-3{\H0.75x;\S1#2;}" - OVERALL \A1;30'-7" - OVERALL \A1;21'-7" \A1;8'-8{\H0.75x;\S1#2;}" \A1;2'-8" \A1;16'-3" \A1;2'-8" \A1;15'-3{\H0.75x;\S1#2;}"\A1;14'-8{\H0.75x;\S1#2;}"\A1;44'-7" \A1;23'-8{\H0.75x;\S1#2;}"\A1;44'-10{\H0.75x;\S1#2;}"\A1;5'-8{\H0.75x;\S1#2;}"\A1;9'-5{\H0.75x;\S1#2;}"\A1;3'-5"\A1;12'-10{\H0.75x;\S1#2;}"\A1;7'-4"\A1;24'-8" \A1;9'-8{\H0.75x;\S1#2;}"\A1;34'-10{\H0.75x;\S1#2;}" \A1;30'-3{\H0.75x;\S1#2;}" - OVERALL \A1;16'-2{\H0.75x;\S1#2;}" \A1;14'-1" \A1;2'-0" \A1;7'-6{\H0.75x;\S1#2;}" \A1;2'-0" \A1;4'-8" \A1;3{\H0.75x;\S1#2;}" \A1;3'-8{\H0.75x;\S1#2;}"\A1;2'-0" PC3 (11.0K) B.W.A. B.W.A. \pxqc;W 8X10 DROPPED \pxqc;W 8X10 DROPPED \pxqc;W 8X10 DROPPED \pxqc;W 8X10 DROPPED \pxqc;W 8X10 DROPPED \pxqc;W 8X10 DROPPED \A1;11{\H0.7x;\S7#8;}" FLOOR JOISTS - SERIES & SPACING SPEC. PER MANUF. \A1;11{\H0.7x;\S7#8;}" FLOOR JOISTS - SERIES & SPACING SPEC. PER MANUF.\A1;11{\H0.7x;\S7#8;}" FLOOR JOISTS - SERIES & SPACING SPEC. PER MANUF. PC3 (11.4k)PC2 (7.1K) 8"X16" THICKENED SLAB (TYP.) 2X8 @ 16" O.C. OR DOUBLE WYTHE 2X4 @ 16" O.C. BEARING WALL. SD.015{\LGARAGE SLAB\P}-SEE NOTES ON S-0 SD.0210 SD.01 SD.0210 SD.0214 SD.01 SD.0214 SD.01 SD.01 SD.014 SD.013A {\LPORCH SLAB\P}-SEE NOTES ON S-0POST ABOVE* POST ABOVE*POST ABOVE* \A1;12'-8{\H0.75x;\S3#4;}"\A1;7'-4"\A1;18'-2{\H0.75x;\S3#4;}"\A1;6'-7" \A1;10'-9{\H0.75x;\S1#2;}" \A1;10'-9{\H0.75x;\S1#2;}" \A1;6'-3{\H0.75x;\S3#8;}" \A1;4'-9{\H0.75x;\S3#8;}" \A1;9'-6{\H0.75x;\S1#2;}" \A1;9'-11{\H0.75x;\S3#4;}" {\LBASEMENT SLAB\P}-SEE NOTES ON S-0 POST ABOVE* POST BLOCKING IN 1ST FLOOR SYSTEM MUST BE INSTALLED PRIOR TO SETTING 2ND FLOOR STEEL BEAM PC2(7.0K) OR (2)2X8 OR (5)2X4 ORIENTED TO PROVIDE FULL BEARING UNDER POST WIDTH ABOVE. SEE PC2 FOR FTG. SIZE.* SD.013A SD.013A{\LPORCH SLAB\P}-SEE NOTES ON S-0 SD.014 PC1 OR (3)2X4 (6.0K)1st Flr. Framing/ Fnd. PlanS-1.0 1st FLOOR FRAMING/FOUNDATION PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 01-13-22 JGF KGK 125-21004 Portland ModelAmbleside HighlandsLot 47Midwest Zonesheet:1900 East Golf Road, Suite 300Schaumburg, Illinois 60173Pulte Midwest ZoneSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 2/8 Garage Service Door for Construction Office with 3x3 Concrete Stoop ~ 3' - 0'' 06/27/22