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(E) C.J. TO REMAIN <br />(E <br />) <br /> <br />C <br />. <br />J <br />. <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(E <br />) <br /> <br />C <br />. <br />J <br />. <br /> <br />T <br />O <br /> <br />R <br />E <br />M <br />A <br />I <br />N <br />(N) 4X6 HDR. <br />(E) HDR.(E) HDR. <br />(E) HDR. <br />(E) HDR. <br />(E) HDR. <br />(E <br />) <br /> <br />H <br />D <br />R <br />. <br />1 <br />L = 5'-3" <br />2 <br />-- <br />TYP. <br />1 <br />-- <br />TYP. <br />(N)2X10 C.J. @ 16" <br />(N)2X10 C.J. @ 16" <br />(N) 4X6 HDR.(N) 4X6 HDR. <br />(N) 4X6 HDR. <br />(N) 4X6 HDR. <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />. <br />L = 8'-0" <br />L = 8'-0" <br />1L = 8'-0" <br />1 L = 8'-0" <br />1 <br />L = 7'-1" <br />1 <br />L = 3'-9" <br />3 <br />-- <br />TYP. <br />2 <br />-- <br />TYP. <br />3 <br />-- <br />TYP. <br />3 <br />-- <br />TYP. <br />3 <br />-- <br />TYP. <br />1 <br />-- <br />TYP. <br />1 <br />-- <br />TYP. <br />(N <br />) <br /> <br />4 <br />X <br />6 <br /> <br />H <br />D <br />R <br />. <br />1 <br />1 <br />(N) BEAM <br />2 <br />-- <br />TYP. <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />(N) <br /> <br />4 <br />X <br />6 <br /> <br />P <br />O <br />S <br />T <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />HDU <br />4 <br />4 <br />-- <br />TYP. <br />4 <br />-- <br />TYP. <br />4 <br />3 <br />1 <br />2 <br />POST CONNECTION DETAIL <br />HEADER SCHEDULE <br />HEADER SEE SCHEDULE <br />HEADER SCHEDULE <br />MIN. HEADER SIZEMAX <br />OPENING <br />WIDTH BEARING <br />WALL <br />NON-BRG. <br />WALL <br />4'-0" <br />6'-0" <br />8'-0" <br />10'-0" <br />12'-0"4 X 14 <br />4 X 12 <br />4 X 10 <br />4 X 6 4 X 4 <br />4 X 6 <br />4 X 8 <br />4 X 10 <br />4 X 12 <br />4 X 8 <br />SEE ARCHITECTURAL PLANS <br />TOP PLATE A35 UNDER HEADER 4 X 8 OR SMALLER <br />'EPC' UNDER 4 X 10 OR 4 X 12 <br />'ECC" LARGER U.N.O. <br />DBL. STUD UNDER HEADER 4 X 8 OR SMALLER <br />4 X POST UNDER 4 X 10 OR LARGER U.N.O. <br />SIMPSON "A35" WHEN OPEN'G <br />WIDTH EXCEEDS 5'-0" <br />("A35'S" @2 X 6 STUDS) <br />2 - 16d (3 - 16d @ <br />HDRS. DEEPER THAN 4") <br />USE 2 - 2 X KING <br />STUDS AT OPENINGS <br />WIDER THAN 6' - 0" <br />2 X BLK'G <br />16d @ 12" O.C. <br />STAGGERED TYP. <br />DBL. FULL HT.STUDS WHEN <br />OPENING WIDTH EXCEEDS 5' - 0" <br />SIMPSON "A35" WHEN OPEN'G <br />WIDTH EXCEEDS 5' - 0" <br />("A35'S" @ 2 X 6 STUDS) <br />OPTION 1 <br />OPTION 2 <br />BEAM MEMBER PER PLAN, TYP. <br />SIMPSON "ECCQ" COLUMN CAP <br />OR EQUIV., TYP. (AT SLOPING <br />BEAMS USE CAPS W/ SKEWED <br />AND/OR SLOPED STRAPS TO <br />ACCOMODATE CONSTRUCTION). <br />(N) 4x6 POST <br />(N) 4X6 POST <br />BEAM MEMBER PER PLAN, TYP. <br />SIMPSON "ECCQ" COLUMN CAP <br />OR EQUIV., TYP. (AT SLOPING <br />BEAMS USE CAPS W/ SKEWED <br />AND/OR SLOPED STRAPS TO <br />ACCOMODATE CONSTRUCTION). <br />(N) PLYWOOD SHEAR <br />WALL PER PLAN <br />(WHERE OCCURS) <br />SEE TABLE 1, S-1 <br />B.N. <br />UPLIFT FRAMING CLIP <br />A35 FRAMIUNG ANCHOR AT <br />EACH BAY <br />2-2X TOP PL. <br />STUD WALL PER PLANS <br />E.N. <br />2X SOLID BLKG' <br />PER PLAN <br />C.J. PER PLANS <br />RAFTER PER PLANS <br />EAVE FRAMING DETAIL <br />FRAMING @ GABLE ENDS <br />(N) 15 <br />32" WOOD STRUCTURAL <br />PANEL W/ 8d @ 6"/6"/12" <br />PLYWOOD SHEAR WALL PER PLAN <br />(WHERE OCCURS) <br />E.N. <br />RAKE WALL <br />RAFTERS PER PLANS <br />E.N. <br />(N) BARGE <br />RAFTER <br />2X BLOCKING <br />VERGE RAFTER <br />ROOFING TYP <br />E.N. <br />2X BLOCKING <br />@ 8'-0" O.C.MAX. <br />C.J.PER PLANS <br />3-10d NAILS 2X4 @ 4'-0" O.C. <br />A35 FRAMING ANCHOR PER <br />SHEARWALL SCHED. <br />2-2X TOP PLATES <br />A35 FRAMING ANCHOR PER <br />SHEARWALL SCHED. <br />2X RIM JOIST <br />2X BLOCKING <br />@ 8'-0" O.C.MAX. <br />6 75 <br />LINTEL SIZE SCHEDULE <br />SPANH <br />UP TO 6'-0"5 1/2" <br />6'-0" TO 8'-0"7 1/4" <br />8'-0" TO 10'-0"9 1/4" <br />LINTEL SIZES GIVEN ARE MINIMUMS LARGER SIZES <br />SHALL BE USED WHERE CALLED FOR BY PLANS OR <br />BY SPECIFIC DETAILS <br />MATCH <br />STUD <br />WIDTH <br />H SE <br />E <br />SC <br />H <br />E <br />D <br />U <br />L <br />E <br />SOLID BUILT-UP <br />BLOCK @ 24" <br />O.C. MAXIMUM <br />WITH 2-16d NAILS <br />FROM EACH SIDE <br />A34 TOP AND BOTTOM OF <br />JAMB AT OPENINGS MORE <br />THAN 3'-0" IN EXTERIOR <br />WALLS ONLY <br />2 X BLOCKING <br />AT MIDHEIGHT <br />OR 8'0" MAX. <br />2 X SILL PLATE W/ " A.B. PER PLANS <br />HOLD DOWN <br />AS OCCURS <br />MIN 3/4" DRYPACK AS <br />LEVELING BASE UNLESS <br />BASE IS LEVEL WITHIN <br />1/8" IN 10'-0" <br />NOTE: WALL FRAMING OVER FRAMED FLOOR SIMILAR <br />5' MIN. <br />9' MAX.DOUBLE STUD JAMB AT <br />OPENINGS MORE THAN 4'-0" <br />JACK STUD AT LINTEL <br />USE DOUBLE JACK STUD <br />AT OPENINGS MORE THAN <br />6'-0" U.N.O. <br />A35 CLIP AT OPENINGS <br />MORE THAN 3'-0" <br />AT EXT. WALLS ONLY <br />SOLID OR BUILT-UP <br />LINTEL OVER OPENING <br />DOUBLE TOP PLATE <br />FOR SPLICE SEE DET. 5 <br />3-16d <br />MIN <br />TYPICAL WALL FRAMING DETAIL <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />D <br />A <br />T <br />E <br />: <br />Ju <br />n <br /> <br />2 <br />6 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />( <br />1 <br />1 <br />: <br />1 <br />1 <br /> <br />A <br />M <br />) <br />SHEET #: <br />JO <br />B <br /> <br />A <br />D <br />D <br />R <br />E <br />S <br />S <br />: <br />94 <br />1 <br /> <br />W <br /> <br />M <br />C <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br />/ <br />9 <br />4 <br />1 <br /> <br />W <br />MC <br />F <br />A <br />D <br />D <br />E <br />N <br /> <br />A <br />V <br />E <br />. <br /> <br />U <br />N <br />I <br />T <br /> <br />2 <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 />7 <br />NO <br />. <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br />: <br />DA <br />T <br />E <br />: <br />BY <br />: <br />EN <br />G <br />I <br />N <br />E <br />E <br />R <br />: <br />DE <br />S <br />I <br />G <br />N <br />E <br />D <br /> <br />B <br />Y <br />: <br />DR <br />A <br />W <br />N <br /> <br />B <br />Y <br />: <br />RE <br />V <br />I <br />E <br />W <br />E <br />D <br /> <br />B <br />Y <br />: <br />PE <br />R <br />M <br />I <br />T <br /> <br />N <br />O <br />. <br />-- <br />C. <br />S <br />. <br />A. <br />C <br />. <br />C. <br />S <br />. <br />DE <br />S <br />I <br />G <br />N <br /> <br />G <br />R <br />O <br />U <br />P <br />: <br />ENGINEER OF RECORD: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />D <br />E <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />HO <br />M <br />E <br />RE <br />M <br />O <br />D <br />E <br />L <br />/ <br />( <br />N <br />) <br />AD <br />U <br />SSDSTA <br />N <br />D <br />L <br />E <br />Y <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br />CIV <br />I <br />L <br />- <br /> <br />S <br />T <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />E <br />N <br />G <br />I <br />N <br />E <br />E <br />R <br />S <br />Located at: <br />17940 Ventura Blvd. <br />Encino, CA 91316 <br />Call: <br />(213) 373-4513 <br />A. <br />C <br />. <br />CE <br />I <br />L <br />I <br />N <br />G <br /> <br />F <br />R <br />A <br />M <br />I <br />N <br />G <br /> <br />P <br />L <br />A <br />N <br />02-S3 <br />ADU CEILING FRAMING PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 1/4"=1'-0" <br />PLYWOOD SHEAR ANC. <br />SHEARWALL SCHEDULE <br />15/32" STRCUT. 1 LTP4 @ 15" O.C. <br />EDGE NAILING <br />10d COM. @ 4" O.C. <br />TAG CAPACITY <br />NOTES: <br />1)NAILING IS IN ADDITION TO THE MINIMUM REQUIREMENTS OF C.B.C. - TABLE 2304.9.1 <br />2)HDU4 HOLD DOWN AT EACH END <br />3)SOLID BLOCK AND NAIL ALL PLYWOOD EDGES <br />4)PROVIDE 1 <br />2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING <br />1 <br />510 plf <br />FIELD NAILING <br />10d COM. @ 16" O.C. <br />ANC. BOLT <br />5 <br />8" @ 32" O.C.* <br />15/32" STRCUT. 1 LTP4 @ 16" O.C.10d COM. @ 6" O.C. <br />2 <br />340 plf10d COM. @ 16" O.C.5 <br />8" @ 32" O.C.* <br />PER MFR.N/A3 4945 lb/ftN/A PER MFR.SSW 24X8 <br />MAIN HOUSE CEILING FRAMING PLAN (PROPOSED) <br />SHOWING AREA OF WORK SCALE: 1/4"=1'-0"