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1.REFER TO STRUCTURAL NOTES ON SHEET S1.0 AND TYPICAL DETAILS ON <br />SHEETS S3.0-S3.3. THESE NOTES AND DETAILS SHALL BE USED WHERE <br />APPLICABLE WHETHER SPECIFICALLY REFERENCED ON PLANS OR NOT. <br />2.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES WITH <br />STRUCTURAL REQUIREMENTS INDICATED. REFER TO ARCHITECTURAL, CIVIL, <br />MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS. <br />3.REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. <br />4.STRUCTURAL WALLS ARE WALLS THAT RESIST GRAVITY, WIND, AND/OR <br />SEISMIC LOADS. ALL EXTERIOR WOOD FRAMED WALLS ARE STRUCTURAL <br />WALLS. WALLS OR PORTIONS NOT INDICATED ON THE STRUCTURAL <br />DRAWINGS ARE PARTITION WALLS. REFER TO ARCHITECTURAL DRAWINGS <br />FOR LOCATION AND EXTENT OF <br />5.NOMINAL ROOF LINE VARIES, REFER TO ARCHITECTURAL. <br />6.WALLS BELOW ROOF SHEATHING ARE INDICATED BY DASHED LINES. WALLS <br />ABOVE ROOF SHEATHING ARE INDICATED BY SOLID LINES. <br />7.BEAMS IN CONTACT WITH ROOF SHEATHING OR DIRECTLY BELOW ROOF <br />FRAMING ARE INDICATED WITH SOLID LINES, ANY OTHER BEAM AT A LOWER <br />LEVEL IS INDICATED WITH DASHED LINES. <br />8.SIZE AND LOCATION OF ALL MECHANICAL EQUIPMENT TO BE REVIEWED AND <br />APPROVED BY THE E.O.R. PRIOR TO PLACEMENT. <br />9.FOR SIZE AND LOCATION OF ROOF OPENINGS FOR PIPES AND DUCTS, REFER <br />TO MECHANICAL AND PLUMBING DRAWINGS. <br />10.ALL WOOD EXPOSED TO WEATHER TO BE TREATED WOOD, REDWOOD, OR <br />OTHER SPECIES NATURALLY RESISTANT TO DECAY AND JOIST HANGERS, <br />STRAPS, TIES, ETC. SHALL BE GALVANIZED (G185 COATING). FASTENERS <br />SHALL BE STAINLESS STEEL OR APPROVED EQUAL. <br />SCALE: = 1'-0" <br />N <br />ROOF FRAMING PLAN <br />1/4" <br />PLAN NOTES <br />LEGEND <br />RAFTER END INDICATED BY THE STRAIGHT LINE. THE ARROWS <br />INDICATE THE AREA TO COVER <br />CEILING JOIST END INDICATED BY THE ARROWS INDICATE <br />THE AREA TO COVER. SEE DETAIL 6/S3.2 <br />CRIPPLE WALL LOCATED ABOVE STRUCTURAL ELEMENTS <br />SUCH AS BEAMS OR CEILING JOISTS, REPRESENTED USING <br />DASH-DOT LINE CONVENTION <br />RAFTERS <br />C.J. <br />FRAMING MEMBER BEARING ON TOP OF TOP PLATES <br />FRAMING MEMBER HUNG AT IT'S SUPPORT, SEE 12/S3.2 <br />HEADER MEMBER INSTALLED PER DETAIL 5/S3.2 <br />REQUIRED TOP PLATE SPLICE. SEE SCHEDULE ON 2/S3.2 FOR <br />ALL REQUIREMENTS. THE MARKED SPLICE SHALL APPLY FOR <br />THE FULL LENGTH OF THE WALL. USE TYPE SPLICE MIN., <br />UNLESS OTHERWISE NOTED. <br />6 <br />4x4 <br />6 <br /> <br /> <br /> <br />EXISTING <br />ROOF FRAMING <br />(E) HDR (E) HDR <br />(E) HDR <br />(E <br />) <br /> <br />H <br />D <br />R <br />4x6 <br />4x <br />6 <br />4x <br />6 <br />4x6 4x6 4x6 <br />3½ <br />x <br />1 <br />1 <br />¼ <br /> <br />P <br />S <br />L <br />3½ <br />x <br />1 <br />1 <br />¼ <br /> <br />P <br />S <br />L <br />2x6 RAFTERS <br />@ 16" O.C. <br />2x6 RAFTERS <br />@ 16" O.C. <br />2x6 C.J. <br />@16" O.C. <br />2x6 C.J. <br />@16" O.C. <br />2x <br />8 <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />B <br />O <br />A <br />R <br />D <br />7A <br />S3.2 <br />7A <br />S3.2 <br />1 <br />S3.3 <br />3 <br />S5.0 <br />3 <br />S5.0 <br />5 <br />S5.0 <br />5 <br />S5.0 <br />DOOR OR WALL INFILL <br />PER DETAIL <br />TYP. @ DIAGONAL HATCH <br />6 <br />S5.0 <br />1 <br />S5.0 <br />2 <br />S5.0 <br />1 <br />S5.0 <br />4 <br />S5.0 <br />3 <br />S3.2 <br />TYP. ROOF SHEATHING: <br />1/2" APA RATED EXP-1 <br />SHEATHING (32/16), w/ <br />E.N. = 8d @ 6" <br />F.N. = 8d @ 12" <br />(NO BLOCKING REQUIRED AT SEAMS)2 <br />S5.0 4 <br />S5.0 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REGISTER <br />G <br />EDP <br />E <br />ROFESSIONALEN <br />F <br />IN <br />N <br />E <br />R <br />STATE OF CALI <br />R <br />OR <br />AIIC <br />I <br />V IL <br />JOSE C.MAR <br />ZE <br />C 91046 <br />EXP. 03-31-26 <br />A <br />B <br />C <br />PROJECT NO.26-135 <br />DATE:1/22/26 <br />RAMIREZ <br />STRUCTURAL INC <br />DESCRIPTIONREVISION DATE <br />APPROVAL STAMP <br />23 <br />2 <br />3 <br /> <br />W <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />AD <br />D <br />I <br />T <br />I <br />O <br />N <br /> <br />A <br />N <br />D <br /> <br />R <br />E <br />M <br />O <br />D <br />E <br />L <br />23 <br />2 <br />3 <br /> <br />W <br /> <br /> <br />L <br />A <br /> <br />V <br />E <br />R <br />N <br />E <br /> <br />A <br />V <br />E <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />4 <br />S2.1 <br />ROOF FRAMING <br />PLAN