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2 3 4 <br /> 5 6 8 <br /> 9 10 11 12 <br /> 1 <br />6-10d LAP NAILS, TYP. <br />CEILING JOIST PER PLAN <br />2x CONT. SHAPED BLKG. <br />w/ SHEAR CLIP PER <br />SHEARWALL SCHEDULE <br />CONT. DBL. TOP PLATE <br />(SPLICE PER PLAN) <br />FASCIA/OVERHANG <br />BY OTHERS <br />E.N. <br />SHEATHING PER PLAN <br />SHEATHING PER PLAN <br />RAFTERS PER PLAN <br />E.N. <br />STUDS PER PLAN <br />2x4 BRACE @ 48" O.C. <br />w/ 3-10d NAILS EA. END <br />2x CONT. BLKG. <br />w/ 16d @ 4" O.C. <br />STUDS PER PLAN <br />FASCIA/OVERHANG <br />BY OTHERS E.N. <br />SHEATHING PER PLAN <br />SHEATHING PER PLAN <br />RAFTERS <br />PER PLAN <br />E.N. <br />2x BLKG. @ 16" O.C. <br />CONT. DBL. TOP PLATE <br />(SPLICE PER PLAN) <br />2x CONT. BLKG. <br />w/ SHEAR CLIP PER <br />SHEARWALL SCHEDULE <br />CEILING JOIST PER PLAN <br />2x BLOCK <br />CRIPPLE STUDS TO <br />MATCH WALL BELOW <br />E.N. <br />CONT. DBL. TOP PLATE <br />(SPLICE PER PLAN) <br />E.N. <br />BEAM PER PLAN <br />CONT. DBL. TOP PLATE <br />(SPLICE PER PLAN) <br />CEILING JOIST PER PLAN <br />CRIPPLE STUDS TO <br />MATCH WALL BELOW <br />POST BEYOND <br />MSTA24 STRAP <br />@ 48" O.C. <br />2x CONT. BLKG. <br />w/ A35 @16" O.C. <br />SHEATHING PER PLAN <br />RAFTERS PER PLAN <br />2x RIDGE BOARD BY <br />ONE SIZE LARGER <br />THAN RFTR. DEPTH <br />NEW EXIST. <br />ROOF OR FLOOR <br />FRAMING <br />(AS OCCURS) <br />CENTERLINE OF <br />STRAP <br />EXISTING FRAMING <br />(SHOWN SHADED) <br />STUD WALL PER PLAN OR <br />SHEARWALL SCHEDULE <br />STRAP PER PLAN <br />FACE NAIL <br />16d @ 12" <br />CONT. DBL. TOP <br />PLATE (SPLICE <br />PER PLAN) <br />2x4 CONT. BLKG. <br />w/ 16d AT 8" <br />E.N. <br />RAFTERS <br />PER PLAN <br />SHEATHING <br />PER PLAN <br />CRICKET <br />(AS REQ'D.) <br />U HANGERS <br />6-10d LAP NAILS, TYP. <br />CEILING JOIST <br />PER PLAN <br />EXIST. FRAMING <br />SHOWN SHADED <br />SHEATHING PER PLAN <br />EXISTING <br />OPENING <br />EXISTING FRAMING <br />(SHOWN SHADED) <br />2x WALL WIDTH <br />STUDS @16" O.C. <br />MAX. <br />16d FACE NAILS AT <br />16" O.C. MAX. <br />2-16 TOE NAILS, TYP. <br />EXISTING <br />OPENING <br />TYP. EXIST. DOOR OR WINDOW OPENING CLOSURE <br />EXISTING FRAMING <br />(SHOWN SHADED) <br />2x WALL WIDTH <br />STUDS @16" O.C. <br />MAX. <br />16d FACE NAILS AT <br />16" O.C. MAX. <br />2x WALL WIDTH PLATE w/ <br />SDS 1 4 x4 AT 16" O.C. (5 8 " <br />DIA. EXPANSION BOLTS <br />@32" O.C. MAX TWO BOLTS <br />MIN., TYP AT CONC. FLOOR) <br />2-16 TOE NAILS, TYP. <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 />STATEOF 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 />S5.0 <br />ROOF <br />FRAMING <br />DETAILS