HomeMy WebLinkAboutS001.0\A1;84'-8"\A1;30'-8"\A1;14'-0"\A1;13'-8"\A1;44'-8"\A1;24'-0"
\A1;17'-10{\H0.75x;\S1#2;}"\A1;11'-0"\A1;25'-9{\H0.75x;\S1#2;}"\A1;84'-8"\A1;30'-0"
\A1;3'-10{\H0.75x;\S1#4;}"\A1;1'-9"\A1;8'-3"\A1;8'-3"\A1;3'-2"\A1;8"
\A1;15'-8"
\A1;18'-4"
\A1;15'-8"
\A1;4'-0"\A1;52'-2"
\A1;2'-6"
\A1;52'-2" - OVERALL
\A1;2'-6"
\A1;24'-0"
\A1;22'-4"
\A1;3'-4"
\A1;14'-4"
\A1;9'-8"
\A1;10'-3"
\A1;2'-10"
\A1;9'-3"
\A1;1'-0"
\A1;7'-4"
\A1;2'-11"
\A1;1'-4"
\A1;17'-0{\H0.75x;\S5#8;}"\A1;8'-8{\H0.75x;\S7#8;}"
\A1;18'-9{\H0.75x;\S1#2;}"\A1;15'-5"
SD.01
\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;END JOIST\A1;\pxql;END JOIST
\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.
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
SD.0210
SD.01
SD.01 SD.0214
SD.012
SD.01
\A1;PIPE COL
\A1;PIPE COL
\A1;\pxql;8"x16" PLAIN CONC THICKENED SLAB
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'-9{\H0.75x;\S1#2;}"\A1;15'-5"\A1;PIPE COL\A1;16'-5{\H0.75x;\S1#2;}"
\A1;16'-5{\H0.75x;\S1#2;}"
\A1;18'-0"
\A1;15'-2{\H0.75x;\S1#2;}"
SD.01SD.01
SD.01
SD.015
\A1;PIPE COL
\A1;16'-6{\H0.75x;\S1#4;}"\A1;PIPE COL \A1;3'-7{\H0.75x;\S3#8;}"\A1;1'-10{\H0.75x;\S1#2;}"
PORCH \PSLAB SEE S-0.0 FOR DETAILS4ASD.01
SD.01
SD.013A
SD.01
SD.012
10SD.02
10SD.02
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
SD.0214
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:
02-25-20
JGF
TEH
104-15002
2600 Monaco ModelIN - Heritage At Spring Mill - Lot 35Indiana Divisionsheet:SCALE: 1/4"=1'-0" (22x34 SHEET)
Omit Window Well
03/19/20
William Hohlt