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HomeMy WebLinkAboutS002.0\A1;49'-0" \A1;51'-6" - OVERALL \A1;2'-6" \A1;10'-4{\H0.750000x;\S1#2;}" \A1;13'-3" \A1;52'-1" OVERALL AT OPT. MASONRY WRAP \A1;25'-4{\H0.750000x;\S1#2;}" \A1;29'-0"\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP\A1;54'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;82'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;82'-7" - OVERALL AT OPT. MASONRY WRAP\A1;33'-8" \A1;3'-8" \A1;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'-3{\H0.750000x;\S1#2;}" \A1;23'-7{\H0.750000x;\S1#2;}" \A1;29'-3{\H0.750000x;\S1#2;}" \A1;1'-4"\A1;2'-8" \A1;10'-0" \A1;1'-5"\A1;7'-10{\H0.750000x;\S1#2;}"\A1;11'-9" \A1;5'-9{\H0.750000x;\S1#2;}"\A1;2'-9{\H0.750000x;\S1#2;}" \A1;3'-0"\A1;26'-0" \A1;3'-6" \A1;6'-0" \A1;19'-7{\H0.750000x;\S1#2;}" \A1;9'-8" \A1;29'-3{\H0.750000x;\S1#2;}" \A1;1'-4"\A1;1'-8" \A1;1'-7{\H0.750000x;\S3#4;}" \A1;9'-3{\H0.750000x;\S1#2;}" \A1;1'-4{\H0.750000x;\S1#4;}" \A1;4'-1" \A1;2'-2" 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.01SD.01 SD.019 10SD.02 W10x17 DROPPED\A1;PIPE COL W10x12 DROPPED CONT. SD.011 5SD.01 3ASD.01 10SD.02 \A1;49'-0" \A1;51'-6" - OVERALL \A1;2'-6" \A1;12'-11{\H0.750000x;\S1#2;}" \A1;10'-8"\A1;52'-1" OVERALL AT OPT. MASONRY WRAP \A1;25'-4{\H0.750000x;\S1#2;}" \A1;29'-0"\A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP\A1;54'-3{\H0.750000x;\S1#2;}" TO CORNER \A1;83'-3{\H0.750000x;\S1#2;}" - OVERALL\A1;83'-7" - OVERALL AT OPT. MASONRY WRAP\A1;34'-8" \A1;2'-2" \A1;1'-0" \A1;8'-3"\A1;1'-9"\A1;7'-9" \A1;28'-3{\H0.750000x;\S1#2;}"\A1;1'-4"\A1;2'-8" \A1;7'-10{\H0.750000x;\S1#2;}" \A1;11'-9" \A1;2'-9{\H0.750000x;\S1#2;}" \A1;5'-1"\A1;22'-11" \A1;3'-6" \A1;6'-0" \A1;19'-7{\H0.750000x;\S1#2;}" \A1;9'-8" \A1;3'-0"\A1;2'-0"\A1;1'-6" \A1;3'-1" \A1;10'-1" \A1;15'-3{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;6'-1" \A1;2'-0" \A1;13'-3{\H0.750000x;\S1#2;}" \A1;2'-0" \A1;2'-0" \A1;1'-6" \A1;12'-3{\H0.750000x;\S1#2;}" \A1;5'-4" \A1;12'-3{\H0.750000x;\S1#2;}" \A1;2'-2"4ASD.01 \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 3ASD.01 \A1;21'-8{\H0.750000x;\S1#2;}" \A1;6'-8{\H0.750000x;\S1#2;}" SD.01SD.01 SD.019 10SD.02 W10x17 DROPPED\A1;PIPE COL W10x12 DROPPED CONT. SD.011 5SD.01 3ASD.01 3ASD.01 \A1;11{\H0.7x;\S7#8;}" I-JOISTS w/ SERIES AND SPACING PER MANUF. 4ASD.01 10SD.02 1st Floor Framing PlanS-1.1 PARTIAL 1st FLOOR FRAMING PLAN1ELEV. ET01 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 AAMADDED RIM BOARD NOTE UNDER ARCH. STAIR WALL06/15/2016DLGADDED ELEV. EC0104/28/2017VRFADDED 4' GARAGE SIDE EXTENSION08/16/2017AMA2020 INDIANA CODE UPDATE01/17/2020 SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)PARTIAL 1st FLOOR FRAMING PLAN2ELEV. NC01SCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET) 08/13/20 William Hohlt