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S201.0
\A1;(2)2x8(2)2x4 (2)2x4** (2)2x6(2)2x4 * \pxql;(4)2x6 B.F.\A1;1 {\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH \A1;11 {\H0.7x;\S7#8;}" I-JOISTS -SERIES & SPACING PER MANUF.- (4)2x4 \A1;2x6 SPF 'STUD' GRADE BALLOON FRAMED\P@ 16" O.C. (SEE NOTES)(2)2x6 \A1;(1)1{\H0.7x;\S3#4;}"x11{\H0.7x;\S7#8;}" LSL FLUSH CONT. W8x10 STEEL BEAM DROPPED, CONT. *POST ABOVE W8x10 DROPPED, CONT. 1 14SD.02 SD.011SD.0214 \A1;3'-10{\H0.750000x;\S1#2;}" \A1;8'-6"\A1;9'-5{\H0.750000x;\S3#4;}" \A1;9'-11" \A1;\pxql;{\LCLEARSPAN OPTION:\P}W8x24 DROPPED (OMIT THIS COLUMN AND FOOTING) \A1;PC3\P(9.0k)\A1;PC1\P(4.5k) \A1;PC3\P(9.0k) POURED CONC. WALL STANDARD. SEE REFERENCED DETAILS FOR WALL & FOOTING SPEC'S. (TYP.) *POST ABOVE *POST ABOVE*POST ABOVE copyright : MULHERN & KULPStructural Engineering, Inc.cissue date: drawn by: project mgr: M&K project number: initial: REVISIONS: date: 11-14-14 JGF VRF 125-14017 Woodside ModelCentral Zonesheet:1901 North Roselle Road, Suite 1000Schaumburg, Illinois 60195Pulte Central ZoneBase - 18 psf Roof LiveVRF3RD CAR FRONT LOAD GARAGE ADDED01/29/2015VRF2 CAR SIDE LOAD GARAGE w/ 4' EXT. ADDED03/13/2015Framing Plan OptionsSO-1.2 PARTIAL 1ST FLOOR FRAMING PLANSCALE: 1/8"=1'-0"2 PARTIAL 2ND FLOOR FRAMING PLANSCALE: 1/8"=1'-0"OPT. BED 6/BATH 61 GARAGE EXTENSION 03/13/18 Adam Schriner