Loading...
HomeMy WebLinkAboutS101.0\A1;49'-7" \A1;51'-9{\H0.750000x;\S1#2;}" - OVERALL \A1;2'-2{\H0.750000x;\S1#2;}" \A1;13'-3" \A1;10'-8"\A1;52'-1" OVERALL AT OPT. MASONRY WRAP \A1;25'-8" \A1;29'-0"\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;2'-0"\A1;54'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;2'-0"\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP \A1;32'-8{\H0.750000x;\S15#128;}" \A1;2'-8" \A1;1'-0" \A1;8'-3"\A1;1'-9"\A1;8'-3"\A1;4'-1"\A1;9'-3{\H0.750000x;\S1#2;}"\A1;10'-0" \A1;3'-1" \A1;12'-7" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;28'-3{\H0.750000x;\S1#2;}"\A1;1'-4"\A1;2'-8" \A1;10'-0" \A1;1'-5"\A1;7'-10{\H0.7x;\S1#2;}"\A1;11'-9" \A1;5'-9{\H0.750000x;\S1#2;}"\A1;2'-9{\H0.750000x;\S1#2;}" \A1;3'-0"\A1;25'-0" \A1;3'-6" \A1;6'-0" \A1;19'-7{\H0.750000x;\S1#2;}" \A1;9'-8" 4ASD.01 \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;PIPE COL PORCH \PSLAB SEE S-0.0 FOR SPEC GARAGE \PSLAB SEE S-0.0 FOR SPEC SD.01 \A1;21'-8{\H0.750000x;\S1#2;}" \A1;6'-8{\H0.750000x;\S1#2;}" SD.01 SD.01 SD.019 10SD.02 W10x17 DROPPED \A1;PIPE COL SD.011 5SD.01 3ASD.01 10SD.02 1st Floor Framing PlanS-1.2 1st FLOOR FRAMING PLAN1 ELEV. EC01 copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 04-02-15 JGF VRF 104-15004 3007 Turin ModelIndiana Divisionsheet: DLGADDED 2 ELEVATIONS06/29/2017 NJDARCH REVISIONS02/15/2016 AAMADDED RIM BOARD NOTE UNDER ARCH. STAIR WALL06/15/2016 DLGADDED ELEV. EC0104/28/2017 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 05/09/19 Mike Sheeks