HomeMy WebLinkAboutS002.0\A1;51'-6" - OVERALL
\A1;2'-6"
\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;22'-0{\H0.750000x;\S1#2;}"
\A1;3'-4"
\A1;13'-11{\H0.750000x;\S1#2;}"
\A1;9'-8"
\A1;10'-3"
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1; 84'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;84'-7" - OVERALL AT OPT. MASONRY WRAP\A1;48'-2"
\A1;10'-4"\A1;29'-4"
\A1; 84'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;24'-0"\A1;25'-4"\A1;1'-4"\A1;13'-11{\H0.750000x;\S1#2;}"
\A1;44'-0"\A1;3'-2"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;3'-10{\H0.750000x;\S1#4;}"\A1;3'-8{\H0.750000x;\S3#4;}"\A1;7'-5"
\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;14'-7{\H0.750000x;\S1#2;}"
\A1;7'-5"
\A1;3'-10{\H0.750000x;\S1#4;}"\A1;30'-4"
\A1;9'-3"
\A1;2'-10"
\A1;1'-0"
\A1;52'-1" - OVERALL AT OPT. MASONRY WRAP
\A1;2'-6{\H0.750000x;\S1#2;}"
\A1;\pxql;W8X18 DROPPED
\A1;\pxql;W8X18 DROPPED
\A1;\pxql;END 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.019
SD.011
SD.011
GARAGE \PSLAB SEE S-0.0 FOR DETAILS\A1;16'-2"
SD.01 SD.01
SD.01
SD.015
\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;16'-6{\H0.750000x;\S1#4;}"\A1;3'-6{\H0.750000x;\S7#8;}"\A1;2'-2"
PORCH \PSLAB SEE S-0.0 FOR DETAILS4ASD.01
SD.013A
10SD.02
10SD.02
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
\A1;51'-6" - OVERALL
\A1;2'-6"
\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;22'-0{\H0.750000x;\S1#2;}"
\A1;3'-4"
\A1;10'-0{\H0.750000x;\S1#2;}"
\A1;13'-7"
\A1; 85'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;48'-2"
\A1;10'-4"\A1;31'-4"
\A1; 85'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;27'-4"\A1;13'-11{\H0.750000x;\S1#2;}"
\A1;44'-0"
\A1;2'-8"\A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;1'-4"\A1;7'-5"
\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;14'-7{\H0.750000x;\S1#2;}"
\A1;2'-6"\A1;30'-4"
\A1;1'-0"
\A1;2'-0"
\A1;23'-7{\H0.750000x;\S1#2;}"
\A1;5'-2{\H0.750000x;\S1#2;}"
\A1;2'-0"
\A1;10'-10"
\A1;2'-0"
\A1;22'-3"\A1;5'-1"
\A1;14'-7{\H0.750000x;\S1#2;}"
\A1;8'-9"
\A1;2'-0"\A1;6'-9"
\A1;2'-0"\A1;3'-1"
\A1;\pxql;W8X18 DROPPED
\A1;\pxql;W8X18 DROPPED
\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.
SD.019
SD.011
SD.011
GARAGE \PSLAB SEE S-0.0 FOR DETAILS
\A1;16'-2"
SD.01 SD.01
3ASD.01
SD.015
\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;16'-6{\H0.750000x;\S1#4;}"\A1;3'-7{\H0.750000x;\S3#8;}"\A1;2'-2"
PORCH \PSLAB SEE S-0.0 FOR DETAILS
4ASD.01
SD.013A
10SD.02
10SD.02
\A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF.
1 s t F l o o r F r a m i n g P l a n
S-1.1
1st FLOOR FRAMING PLAN1 ELEV. ET01
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issue date:
drawn by:
project mgr:
M&K project number:
initial:
REVISIONS:
date:
04-02-15
JGF
VRF
104-15002
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sheet:
DLGADDED 3 ELEV.06/29/2017
NJDARCH REVISIONS08/07/2015 NJDMASONRY WRAP ADDED09/17/2015 NJDARCH REVISIONS02/10/2016
SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)(SEE ELEV. 1 FOR MORE INFO)1st FLOOR FRAMING PLAN2 ELEV. NC01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)(SEE ELEV. 1 FOR MORE INFO)
05/30/18
Adam Schriner