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13 <br />5678 <br />910 <br />HEADER DETAIL <br /> HEADER SCHEDULE <br />BEARING AND EXTERIOR WALLS NON-BEARING WALLS <br />OPENING WIDTH HEADER SIZE OPENING WIDTH HEADER SIZE <br /> 6'-0" OR LESS 4x6 8'-0" OR LESS 4x6 <br /> 6'-1" TO 8'-0" 4x8 8'-1" TO 12'-0" 4x8 <br /> 8'-1" TO 10'-0" 4x10 <br />NOTE: USE 6x LINTEL MEMBERS IN 2x6 STUD WALLS. <br />'A34' AT TOP & BOTTOM FOR FULL <br />HEIGHT STUDS IN EXTERIOR WALLS <br />CONT. DBL. TOP PLATES, PER PLAN <br />STUDS & CRIPPLES @ 16" O.C. <br />'A34' FOR 3'-6" TO 8'-0" OPENINGS <br />HDR. PER PLAN (IF NON ON PLAN <br />USE HEADER PER SCHEDL. ABOVE) <br />2-16d FOR EACH 3" IN HEADER DEPTH <br />TWO CRIPPLE STUDS WHEN HEADER IS <br />LARGER THAN 4x8, OTHERWISE ONE <br />16d @ 8" O.C. EACH FULL HEIGHT <br />STUD @ EXTERIOR WALLS ONLY <br />SEE TABLE FOR NUMBER OF <br />FULL HEIGHT STUDS TYPICAL <br />'A34' TOP AND BOTTOM <br />AT SILL WHERE OCCURING <br />2x STUD WIDTH SILL <br />WHERE OCCURING <br />16d @ 8" O.C. EACH FULL HEIGHT <br />STUD @ EXTERIOR WALLS ONLYOPENING <br />OPENING NUMBER OF FULL HEIGHT STUDS <br /> WIDTH ALL INTERIOR INTERIOR <br /> EXTERIOR WALLS BRG. WALLS NON-BEARING WALLS <br />7'-0" OR LESS 2 2 1 <br />7'-1" TO 10'-0" 3 2 1 <br />OVER 10'-0" 4 2 1 <br />NOTE: OMIT FULL HEIGHT STUDS WHERE POST FOR HOLDOWN <br />ANCHOR OCCURS. SEE PLAN AND TYPICAL HOLDOWN DETAIL. <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 4x4 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 />8" <br />TYP. NEW DOOR OR WINDOW IN EXISTING WALL <br />2x TRIMMER STUD <br />w/ 16d @12" <br />A34 T&B EACH END <br />(N) WINDOW OPNG. <br />PER ARCH <br />2-2x SILL PLATE <br />A34 T&B EACH END <br />EXISTING FRAMING <br />(SHOWN SHADED) <br />A34 T&B EACH END <br />HEADER PER PLANHEADER PER PLAN <br />2x TRIMMER STUD <br />w/ 16d @12" <br />(N) DOOR OPNG <br />PER ARCH <br />EXISTING FRAMING <br />(SHOWN SHADED) <br />5 8 " THRD. ROD A.B. DRILL <br />& EPOXY w/ SIMPSON'S <br />'SET-3G' (ICC #ESR-2508) <br />6" MIN. EMBED SPECIAL <br />INSPECTION REQUIRED <br />A34 TYP. <br />BEAM PER PLAN <br />'ACE' POST CAP <br />EACH SIDE <br />POST PER PLAN <br />2x6 KNEE BRACE EACH SIDE <br />w/ 2-5/8 DIA M.B.'S EACH END <br />2' <br />- <br />0 <br />" <br /> <br />8 <br />1 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <br />GA <br />R <br />A <br />G <br />E <br /> <br />T <br />O <br /> <br />A <br />D <br />U <br />81 <br />6 <br /> <br />N <br /> <br />T <br />O <br />W <br />N <br />E <br />R <br /> <br />S <br />T <br />. <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 />3 <br />JOSE RAMIREZ, PE <br />jose@ramirezstructural.com <br />(562) 519-6045 <br />ig: @rsi.plans <br />www.ramirezstructural.com <br />REVISION DESCRIPTION DATE <br />A <br />B <br />C <br />PROJECT NO.24-347 <br />DATE:8/1/24 <br />RAMIREZ <br />STRUCTURAL INC <br />TYPICAL <br />DETAILS <br />S3.2 <br />816 N Towner St #2 <br />9/23/2024