Loading...
HomeMy WebLinkAboutS101.0\A1;48'-6" - OVERALL \A1;2'-6" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;19'-4{\H0.750000x;\S1#2;}" \A1;11'-0{\H0.750000x;\S1#2;}" \A1;12'-7" \A1;3'-0" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;6'-1" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;29'-0" \A1;28'-0" \A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;1'-0"\A1;35'-7{\H0.750000x;\S129#256;}"\A1;11'-3{\H0.750000x;\S255#256;}" \A1;9'-2" \A1;2'-2" \A1;83'-3{\H0.750000x;\S1#2;}"\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;23'-0"\A1;17'-3{\H0.750000x;\S1#2;}" \A1;43'-0" \A1;6'-1" \A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;2'-7"\A1;4'-0" \A1;6'-1" \A1;2'-0" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS F.J.\A1;JOIST POST ABOVE* \A1;DOUBLE JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LVL FLUSH \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. 4ASD.01 \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;3{\H0.7x;\S1#2;}" DIA ADJ STL PIPE COL ON 36"x36"x12" PLAIN CONC FTG (TYP U.N.O)GARAGE \PSLAB SEE S-0.0 FOR DETAILS PORCH \PSLAB SEE S-0.0 FOR DETAILS \A1;14'-4{\H0.750000x;\S1#2;}"\A1;17'-11{\H0.750000x;\S1#2;}"\A1;7'-10{\H0.750000x;\S3#4;}" \A1;17'-5{\H0.750000x;\S3#4;}" \A1;11'-1{\H0.750000x;\S3#4;}" \A1;4'-4{\H0.750000x;\S1#4;}" \A1;3'-7{\H0.750000x;\S1#2;}" \A1;7'-3{\H0.750000x;\S1#4;}" \A1;15'-7" SD.011 SD.01 10SD.02 SD.019 SD.01 SD.01 10SD.02 5SD.01 SD.013A \A1;48'-6" - OVERALL \A1;2'-6" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;19'-4{\H0.750000x;\S1#2;}" \A1;11'-0{\H0.750000x;\S1#2;}" \A1;12'-7" \A1;3'-0" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;6'-1" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;29'-0" \A1;28'-0" \A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;1'-0"\A1;35'-7{\H0.750000x;\S129#256;}"\A1;11'-3{\H0.750000x;\S255#256;}" \A1;9'-2" \A1;2'-2" \A1;83'-3{\H0.750000x;\S1#2;}"\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;23'-0"\A1;17'-3{\H0.750000x;\S1#2;}" \A1;43'-0" \A1;6'-1" \A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;2'-7"\A1;4'-0" \A1;6'-1" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;34'-7{\H0.750000x;\S1#2;}" \A1;46'-7" - OVERALL AT OPT. MASONRY WRAP \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS \A1;W10x12 DROPPED CONTINOUS F.J.\A1;JOIST POST ABOVE* \A1;DOUBLE JOIST \A1;(2)1{\H0.7x;\S3#4;}"x11 {\H0.7x;\S7#8;}" LVL FLUSH \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. 4ASD.01 \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;PIPE COL \A1;3{\H0.7x;\S1#2;}" DIA ADJ STL PIPE COL ON 36"x36"x12" PLAIN CONC FTG (TYP U.N.O)GARAGE \PSLAB SEE S-0.0 FOR DETAILS PORCH \PSLAB SEE S-0.0 FOR DETAILS \A1;14'-4{\H0.750000x;\S1#2;}"\A1;17'-11{\H0.750000x;\S1#2;}"\A1;7'-10{\H0.750000x;\S3#4;}" \A1;17'-5{\H0.750000x;\S3#4;}" \A1;11'-1{\H0.750000x;\S3#4;}" \A1;4'-4{\H0.750000x;\S1#4;}" \A1;3'-7{\H0.750000x;\S1#2;}" \A1;7'-3{\H0.750000x;\S1#4;}" \A1;15'-7" SD.011 SD.01 10SD.02 SD.019 SD.01 SD.01 10SD.02 5SD.01 SD.013A 1st Floor Framing PlanS-1.2 1st FLOOR FRAMING PLAN1 ELEV NC01 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15003 2556 Naples ModelIndiana Divisionsheet: DLGADDED 3 ELEV.06/28/2017 NJDARCH REVISIONS08/21/2015 NJDMASONRY WRAP ADDED09/17/2015 NJDARCH REVISIONS02/10/2016 SEE ELEV 1 FOR MORE INFOSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)1st FLOOR FRAMING PLAN1 ELEV EC01SEE ELEV 1 FOR MORE INFOSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 07/12/18 Mike Sheeks