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30"X48" <br />CLEARANCE <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />E <br />(E) HDR (E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E <br />) <br /> <br />H <br />D <br />R <br />(E) HDR (E) HDR (E) HDR (E) HDR (E) HDR <br />(E) HDRTYP.SD1.0 <br />2 <br />(N) 4X12 HDR <br />NON-BEARING <br />4X6 <br />4X6 <br />(N) 4X8 HDR <br />NON-BEARING <br />(N) 4X6 HDR <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />(E) 6X ROOF GIRDER AT 8'-0" O.C. <br />(E) 2X6 ROOF JOIST AT 24" O.C. BETWEEN <br />ROOF GIRDER BEAM <br />TYP.SD1.0 <br />9 <br />(N) 4X6 HDR <br />(N) <br /> <br />4 <br />X <br />6 <br />HD <br />R <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />1.CONFIRM ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL <br />DRAWINGS. <br />PLAN SHOWS STRUCTURAL WALLS, ROOF LINES ABOVE FOUNDATION. <br />ARCHITECTURAL BACKGROUND INDICATES NON-STRUCTURAL WALLS <br />CONFIRM ALL BACKGROUND INFORMATION WITH CURRENT <br />ARCHITECTURAL DRAWINGS. <br />2.SEE STRUCTURAL SPECIFICATIONS ON SHEET SN1 <br />3.FULL HEIGHT STUDS SHALL BE USED ON EXTERIOR WALLS OF ROOM <br />WITH VAULTED CEILINGS. 2x6 STUD @ 16" O.C. FOR 12'-0" OR MORE <br />WALL HIGH. <br />4.ALL ROOF USE 1/2" OSB PLYWOOD WITH 10d @ 6" OC EDGE NAILS <br />AND 12" OC FIELD NAILS UNBLOCKED TYPICAL <br />5.ALL FLOOR 3/4" PLYWOOD T&G WITH 10d@ 6" OC EDGE NAILS 10" OC <br />FIELD NAILS TYP AT FLOOR AREA GLUED AND NAILED <br />6.PROVIDE SIMP. CS16x30" @ SIDE OF EXTERIOR WALL & SHEAR WALL <br />WHERE TOP PLATES SPLICED OR CONNECTED TO BM TYP AS SHOWN <br />7.ALL BEAM TO BEAM SUPPORT USE HANGER PER HANGER SCHEDULE <br />8.PROVIDE SIMP. CS16x30"MIN @ SIDE OF EXTERIOR WALL & SHEAR <br />WALL WHERE TOP PLATES SPLICED OR CONNECTED TO BM TYP <br />9.PROVIDE PC4 CAP & BC4 BASE TYP AT EA END OF DROPPED FLOOR <br />BM EXTEND POST DOWN TO FOUNDATION <br />10.SOLID BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS <br />OCCURRING IN BRACED WALL PANELS. <br />11.ALL BEAMS PROVIDE 4x BEAM WIDTH POST <br />12.HOLDOWN SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE <br />WALL FRAMING. <br />13.ALL EXTERIOR WALLS AND WOOD FRAMED CHIMNEYS MUST BE <br />SHEATHED WITH SHEAR PANEL U.N. <br />14.PLYWOOD OF ALL INTERIOR SHEAR WALL TO BE EXTENDED UP TO <br />ROOF. <br /> 15. THE NEW FOUNDATION TYPE MUST MATCH EXISTING FOUNDATION, <br />REPORT TO ENGINEER OF RECORD IF IT IS DIFFERENT. <br /> 16. HOLDOWN ANCHOR BOLT TO BE SET AND POSITIONED IN PLACE <br />PRIOR TO CALLING FOR FOUNDATION INSPECTION. <br />FRAMING NOTES <br />X <br />SHEAR PANEL LENGTH AND SCHEDULE <br />BEAM NUMBER, REFER TO E.O.R. CALCULATIONS <br />X <br />SDX <br />DIRECTION OF JOISTS <br />DETAIL <br />CALIFORNIA FRAMING <br />BM# <br />X.X SHEAR LINE <br />PAD FOOTING <br />(E) FOUNDATION <br />(N) FOUNDATION <br />WOOD POST <br />WOOD POST ABOVE <br />SYMBOLS LEGEND <br />FRAMING NOTES <br />SHEAR PANEL LENGTH AND SCHEDULELENGTH <br />TYPE <br />E EXISTING ROOF RAFTER <br />ROOF <br />FRAMING <br />PLAN <br />S2.0 <br />SCALE : 1/8" = 1'-0" <br />ROOF FRAMING PLAN <br />2x RAFTERS,DBL. RAFTERS LSSJ, LSR <br />ITSTJI FLOOR I-JOISTS <br />SUPPORTED MEMBER SIZE <br />LUS, LUS <br />HANGER <br />4X BEAM SAWN LUMBER HU <br />MIN. POST XIZE REQ. <br />HHUS3 1/2" WIDE ENGINEERED BEAM <br />HU <br />HHUS <br />2X CEILING JOISTS, DBL. JOISTS <br />6X BEAM SAWN LUMBER <br />5 1/4" WIDE ENGINEERED BEAM <br />7" WIDE ENGINEERED BEAM <br />1 3/4" MICROLAM <br />TRUSS HANGERS <br />HGUS <br />LSU, HU <br />USE MANUF. SUPPLIED HANGERS <br />- - <br />- - <br />- - <br />4X4 DF#2 <br />4X6 DF#2 <br />4X4 DF#2 <br />4X6 DF#2 <br />6X6 DF#1 / 4X8 DF#1 <br />2-2X4 DF#2 <br />SOUTHBAY <br />STRUCTURE <br />66 <br />6 <br />3 <br /> <br />O <br />W <br />E <br />N <br />S <br /> <br />D <br />R <br />, <br />PL <br />E <br />A <br />S <br />A <br />N <br />T <br />O <br />N <br />, <br />C <br />A <br /> <br />9 <br />4 <br />5 <br />8 <br />8 <br />Ac <br />a <br />d <br />e <br />m <br />i <br />c <br /> <br />C <br />e <br />n <br />t <br />e <br />r <br /> <br />o <br />f <br /> <br />V <br />o <br />l <br />i <br />t <br />a <br />t <br />i <br />o <br />n <br />, <br /> <br />C <br />o <br />r <br />p <br />. <br />Da <br />y <br />c <br />a <br />r <br />e