Loading...
HomeMy WebLinkAboutS001.0\A1;6'-8" \A1;46'-3{\H0.750000x;\S1#2;}"\A1;21'-3{\H0.750000x;\S1#2;}"\A1;67'-7" - OVERALL \A1;4'-0"\A1;57'-7"\A1;6'-0"\A1;67'-7" - OVERALL \A1;13'-8" \A1;20'-4" \A1;20'-7" \A1;54'-7" - OVERALL \A1;2'-8" \A1;16'-3" \A1;2'-8" \A1;21'-7" \A1;12'-0" \A1;6'-5" \A1;14'-7" \A1;54'-7" - OVERALL \A1;19'-3{\H0.750000x;\S1#2;}" - ℄ OF OPT. DOOR\A1;2'-0" - ℄ OF OPT. DOOR \A1;10'-3{\H0.750000x;\S1#2;}" \A1;10'-3{\H0.750000x;\S1#2;}" \A1;10'-3{\H0.750000x;\S1#2;}"\A1;20'-0"\A1;27'-3{\H0.750000x;\S1#2;}" \A1;7'-3{\H0.750000x;\S1#2;}" \A1;6'-4{\H0.750000x;\S1#2;}" \A1;16'-0" \A1;16'-0" \A1;16'-0" \A1;℄ OF OPT. DOOR \A1;5'-3{\H0.750000x;\S1#2;}"\A1;20'-7{\H0.750000x;\S1#2;}" \A1;5'-0" \A1;17'-11" \A1;8'-2{\H0.750000x;\S3#4;}" 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER W8x10 DROPPED CONTINUOUS 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONTINUOUS \A1;10'-7{\H0.750000x;\S1#2;}" \A1;14'-1{\H0.750000x;\S3#4;}" \A1;5'-9{\H0.750000x;\S1#2;}"\A1;9'-5"\A1;7'-0"\A1;12'-10{\H0.750000x;\S3#4;}" \A1;11'-2{\H0.750000x;\S1#2;}"\A1;12'-4"\A1;12'-0{\H0.750000x;\S1#2;}" \A1;3'-8" 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURER 14" I-JOIST W/ SERIES & SPACING BY MANUFACTURERSD.0214 SD.01 SD.0210 SD.01 SD.01 SD.01 SD.0214 SD.0219SD.012 SD.015 SD.015SD.01 SD.01 SD.0214 SD.0214 SD.01 1SD.01 SD.0210 SD.01 \A1;PC 1 (3.5k) \A1;PC 3 (10.2k)\A1;PC 3 (10.2k) W8x10 DROPPED CONTINUOUS \A1;PC 2 (6.7k) W8x10 DROPPED CONTINUOUS \A1;(1)1{\H0.7x;\S3#4;}"x14" LVL FLUSH *POST ABOVE *POST ABOVE \A1;12'-0" \A1;6'-0" POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) \A1;SPLICE HERE IF REQ'D \A1;\pxqc;{\LGARAGE SLAB\P}-SEE NOTES ON S-0 \A1;\pxqc;{\LBASEMENT SLAB\P}-SEE NOTES ON S-0 \A1;4'-5{\H0.750000x;\S3#4;}" \A1;SIMPSON HU14 HANGER \A1;PC 1 (6.0k)W8x10 DROPPED\A1;PC 1 OR (3)2x4 (4.8k) \A1;PC 1 OR (2)2x4 (4.1k)W8x10 DROPPED CONTINUOUS \A1;{\LNOTE:} OMIT THIS SECTION OF STEEL BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"X16" THICKENED SLAB. \A1;{\LNOTE:} OMIT THIS SECTION OF STEEL BEAM W/ INSTALLATION OF OPT. 2x4 @16" O.C. BRG. WALL ON 8"X16" THICKENED SLAB. *POST ABOVE POST ABOVE @ OPT. LOFT/2ND FLR.W8x10 DROPPED CONTINUOUS W8x10 DROPPED CONTINUOUS \A1;PC 2 (5.2k)\A1;PC 1 (6.0k) 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 REFER TO S-0 FOR TYPICAL STRUCTURAL NOTES & SCHEDULES copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 09-22-17 JGF DLG 104-17001 Croix ModelIndiana Divisionsheet: VRFARCH REVISIONS10/25/2017 S-1.4a1st FLOOR FRAMING/FOUNDATION PLAN1 MASONRY WRAPw/ OPT. BASEMENTSCALE: 1/4"=1'-0" (22x34 SHEET)SCALE: 1/8"=1'-0" (11x17 SHEET)1st Flr Frmg /Fnd Plan07/19/19 William Hohlt