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HomeMy WebLinkAboutS100.0\A1;49'-2" \A1;24'-0" \A1;22'-8" \A1;6'-0" \A1;2'-0{\H0.75x;\S1#2;}" \A1;3'-0" \A1;83'-8"\A1;20'-10{\H0.75x;\S1#2;}"\A1;17'-0"\A1;43'-8" \A1;49'-2" \A1;14'-0" \A1;18'-0" \A1;14'-8" \A1;6'-5"\A1;37'-3" \A1;8" \A1;11'-4" \A1;12'-8" \A1;2'-4"\A1;8'-0"\A1;2'-0"\A1;8'-0"\A1;6{\H0.75x;\S1#2;}" \A1;2'-6"\A1;2'-6" \A1;83'-8"\A1;7'-3{\H0.75x;\S1#2;}"\A1;4'-0"\A1;6'-0"\A1;28'-0{\H0.75x;\S1#2;}"\A1;1'-0"\A1;12'-0"\A1;25'-4" \A1;2'-1{\H0.75x;\S1#2;}" \A1;9'-7" \A1;2'-0{\H0.75x;\S1#2;}" \A1;8" \A1;5'-4" \A1;5'-4" \A1;PIPE COL \A1;W10x17 DROPPED CONT. \A1;W10x12 DROPPED CONTINOUS F.J.F.J.\A1;JOIST\A1;JOIST CONT. RIM & JOIST @ OPENING POST ABOVE* * \A1;DOUBLE JOIST \A1;DOUBLE JOIST \A1;ADD'L JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LVL FLUSH POST ABOVE* POST ABOVE*\A1;ADD'L JOIST \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. SD.01 SD.01 4ASD.01 SD.01 POST ABOVE*POST ABOVE*\A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL\A1;(1)3" DIA SCH 40 PIPE COL ON 42"x42"x12" CONC FTG w/ #4 BARS @ 12" O.C. EWB \A1;3{\H0.7x;\S1#2;}" DIA ADJ STL PIPE COL ON 36"x36"x12" PLAIN CONC FTG (TYP U.N.O) \A1;3{\H0.7x;\S1#2;}" DIA ADJ STL PIPE COL ON 36"x36"x12" PLAIN CONC FTG (TYP U.N.O) BASEMENT SLAB SEE S-0.0 FOR DETAILS GARAGE \PSLAB SEE S-0.0 FOR DETAILS PORCH \PSLAB SEE S-0.0 FOR DETAILS\A1;4'-5"\A1;18'-4{\H0.75x;\S1#4;}"\A1;14'-6{\H0.75x;\S1#8;}" \A1;18'-9{\H0.75x;\S1#4;}"\A1;18'-2{\H0.75x;\S7#8;}"\A1;7'-7{\H0.75x;\S3#8;}" \A1;16'-4" \A1;16'-4" \A1;11'-6{\H0.75x;\S1#4;}" \A1;4'-4{\H0.75x;\S1#4;}" \A1;4'-0{\H0.75x;\S1#4;}" \A1;3'-7{\H0.75x;\S1#2;}" \A1;7'-3{\H0.75x;\S1#4;}" \A1;15'-10{\H0.75x;\S1#2;}" SD.01 SD.01 SD.01 SD.01 \A1; W10x17 DROPPED CONT. \A1; W10x17 DROPPED CONT. SD.0210 SD.01SD.01 5SD.01 SD.013A 10SD.02 10SD.02 \A1;(2)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH OR (2)2x12 DROPPED \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. \A1;W10x12 DROPPED CONTINOUS \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.\A1;W10x12 DROPPED CONTINOUS \A1;SIMPSON LUS28 HANGER\P(TYP.) \A1;END JOIST \A1;2'-0" \A1;7'-0" \A1;OUTLINE OF DECK ABOVE\A1;9'-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) POST\A1;2'-0"\A1;P.T. (2)2x12 DROPPED (CANT'D) \A1;2'-0" \A1;16" (@ 2000 psf SOIL) 18" (@ 1500 psf SOIL) DIA. PLAIN CONC. FTG. TO FROST\P(TYP. OF 2) \A1;END JOIST POST \A1;P.T. (2)2x12 DROPPED (CANT'D) \A1;6'-8" \A1;2x10 P.T. DECK JOISTS @ 16" o.c. (CANT'D) \A1;3{\H0.7x;\S1#2;}" DIA ADJ STL PIPE COL ON 36"x36"x12" PLAIN CONC FTG (TYP U.N.O) \A1;PIPE COL \A1;17'-4{\H0.75x;\S1#2;}" POST ABOVE 1st Floor 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: 02-18-20 JGF TEH 104-15003 2975 Naples ModelHeritage at Spring Mill - Lot 25Indiana Divisionsheet: SCALE: 1/4"=1'-0" (22x34 SHEET) 03/17/20 Mike Sheeks