HomeMy WebLinkAboutS100.0\A1;16'-6{\H0.75x;\S1#4;}"\A1;18'-8{\H0.75x;\S1#2;}"\A1;15'-5"
SD.01
\A1;51'-9{\H0.75x;\S1#2;}" - OVERALL
\A1;2'-6"
\A1;22'-0{\H0.75x;\S1#2;}"
\A1;3'-4"
\A1;10'-8"
\A1;13'-3"
\A1;8'-4"
\A1;13'-8{\H0.75x;\S1#2;}"
\A1; 84'-7" - OVERALL \A1;1'-0"\A1;46'-10{\H0.75x;\S1#2;}"\A1;10'-11"
\A1; 84'-7" - OVERALL\A1;25'-4"\A1;25'-4"\A1;1'-0"\A1;13'-8"\A1;44'-7"
\A1;4'-2"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;2'-11"
\A1;4'-0"
\A1;8"
\A1;15'-7"
\A1;18'-5"
\A1;15'-7"
\A1;7'-5{\H0.75x;\S1#2;}"
\A1;8'-1{\H0.75x;\S1#2;}"
\A1;52'-1"
\A1;2'-6"
\A1;25'-9{\H0.75x;\S1#2;}"
\A1;13'-7{\H0.75x;\S1#2;}"\A1;30'-11{\H0.75x;\S1#2;}"
\A1;PIPE COL\A1;\pxql;W8X18 DROPPED CONT.\A1;\pxql;W8X18 DROPPED CONT.\A1;\pxql;W8X18 DROPPED
\A1;\pxql;W8X18 DROPPED\A1;\pxql;W8X18 DROPPED CONT.\A1;\pxql;W8X18 DROPPED CONT.
\A1;\pxql;SPLICE STEEL BEAM @ THIS LOCATION IF REQ'D.
\A1;\pxql;SPLICE STEEL BEAM @ THIS LOCATION IF REQ'D.\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.
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
10SD.02
SD.01
14SD.02
SD.01
\A1;PIPE COL
\A1;PIPE COL\A1;3{\H0.7x;\S1#2;}" DIA x 11 GA ADJ STL PIPE COL ON 30"x30"x12" PLAIN CONC FTG (TYP U.N.O)
\A1;\pxql;8"x16" PLAIN CONC THICKENED SLAB
\A1;3{\H0.7x;\S1#2;}" DIA x 11 GA ADJ STL PIPE COL ON 30"x30"x12" PLAIN CONC FTG (TYP U.N.O)\A1;3{\H0.7x;\S1#2;}" DIA x 11 GA ADJ STL PIPE COL ON 30"x30"x12" PLAIN CONC FTG (TYP U.N.O)
\A1;3{\H0.7x;\S1#2;}" DIA x 11 GA ADJ STL PIPE COL ON 30"x30"x12" PLAIN CONC FTG (TYP U.N.O)
GARAGE \PSLAB SEE S-0.0 FOR DETAILS
BASEMENT SLAB SEE S-0.0 FOR DETAILS
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.\A1;18'-8{\H0.75x;\S1#2;}"\A1;15'-5"\A1;PIPE COL \A1;16'-1{\H0.75x;\S1#2;}"
\A1;16'-1"
\A1;18'-0"
\A1;15'-6"
SD.01
SD.01
5SD.01
\A1;3{\H0.7x;\S1#2;}" DIA x 11 GA ADJ STL PIPE COL ON 30"x30"x12" PLAIN CONC FTG (TYP U.N.O)
\A1;4'-7{\H0.75x;\S3#8;}"
\A1;2'-2"
PORCH \PSLAB SEE S-0.0 FOR DETAILS
SD.014A
3ASD.01
SD.0210
SD.0210
\A1;11{\H0.7x;\S7#8;}" I-JOISTS (CANT'D) w/ SERIES AND SPACING PER MANUF.
\A1;ADDT'L JOIST (CANT'D)
\A1;4'-0"\PMIN.
\A1;DOUBLE JOIST
\A1;\pxql;END JOIST \A1;\pxql;END JOIST
\A1;ADDT'L JOIST (CANT'D)
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
\A1;PIPE COL
SD.01
SD.01
SD.01
SD.01SD.01
SD.01
14SD.02
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
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
FND/ 1st Floor Framing PlanS-1.0
FOUNDATION/ 1ST FLOOR FRAMING PLAN1 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
10-18-19
JGF
TEH
104-15002
2600 Monaco ModelIN - Heritage at Spring Mill - Lot 08Indiana Divisionsheet:SCALE: 1/4"=1'-0" (22x34 SHEET)
No Window Well Here.
11/18/19
William Hohlt