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NOTCHES WITHIN 13SPAN EA. END <br />1 BOUNDARY NAILING (B.N.) <br />2 EDGE NAILING (E.N.) <br />3 INTERMEDIATE NAILING: <br />10" O.C. @ FLOORS <br />12" O.C. @ ROOF, SAME SIZE <br />AS EDGE NAILING <br />4 3X4 FLAT BLOCKING (U.N.O.) <br />5 SEE PLANS FOR PLYWOOD <br />THICKNESS AND NAILING <br />6 2'-0" X 4'-0" MIN. SIZE OF <br />PLYWOOD SHEET. <br />7 LONG DIMENSION (FACE <br />GRAIN) PLYWOOD SHALL RUN <br />ACROSS JOISTS OR RAFTERS <br />8 NAILS SHALL HAVE A MIN, 38" <br />EDGE DISTANCE AND SHALL <br />NOT BE OVERDRIVEN <br />THROUGH PLYWOOD <br />9 CONTINUOUS PANEL EDGES <br />SHALL RECEIVE BOUNDARY <br />NAILING <br />1 <br />34 <br />2 <br />"D <br />" <br />D <br />14 M <br />A <br />X <br />@ <br />E <br />N <br />D <br />S <br />D <br />16 M <br />A <br />X <br />. <br />D <br />13 M <br />A <br />X <br />. <br />(2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />) <br />2" <br /> <br />M <br />A <br />X <br />. <br />D <br />13 M <br />A <br />X <br />. <br />(2 <br />" <br /> <br />M <br />I <br />N <br />. <br /> <br />) <br />2" <br /> <br />M <br />A <br />X <br />. <br />NOTCHES NOT PERMITTED <br />WITHIN MIDDLE THIRD OF <br />SPAN, BUT BORED HOLES <br />ARE PERMITTED <br />BORED HOLES <br />ALSO PERMITTED <br />ELEVATION <br />PROVIDE STUDS BELOW SPLICES <br />2 - 2X4 TOP PLATES <br />12 - 16d EA. SIDE OF SPLICE <br />OR SIMSON ST22 ONE SIDE <br />ONLY <br />16d @ 16" O.C. <br />SPLICE @ <br />UPPER PLATE <br />4' - 0"MIN. <br />SPLICE @ <br />LOWER PLATE <br />2 X 3 CROSS BRIDGING @ 4' - 0" O.C. MAX. BETWEEN SUPPORTS <br />NOTE: STEEL CROSS BRIDING MAY BE USED @ SAME SPACING <br />NAIL W/2 - 16d EA. END OF 2 X 3 NAIL @ BOTTOM OF JOIST OR RAFTER <br />TO BE DRIVEN AFTER SHEATHING 15 PLACES & NAIL DOWN <br />CROSS BLOCKING <br />IN LIEU OF WOOD BLOCKING SIMPSON TB20 BRIDGING STRAP <br />MAY BE USDED <br />SOLID BLOCKING <br />NOTE: <br />2 x BLOCKING TO BE SAME DEPTH AS JOIST OR RAFTER <br />SPACED @ 4'-0" MAX. BETWEEN SUPPORTS. <br />2 - 16d @ END NAILS EACH BLOCK AS SHOWN <br />5/8"MIN <br />*40% MAX. STUD <br />WIDTH NOTCH <br />25% MAX. STUD <br />WIDTH NOTCH <br />60% MAX. STUD <br />WIDTH BORE <br />40% MAX. STUD <br />WIDTH BORE <br />5/8"MIN <br />* <br />NON-BEARING STUDS BEARING STUDSNOTE: <br />1. NOTCH AND BORING NOT TO OCCUR IN SAME <br />STUD SECTION. <br />2. NO MORE THAN 2 SUCCESSIVE DOUBLE STUDS <br />MAY HAVE 60% BORED HOLES.* PORTION OF STUD REMAINING AT NOTCHES <br />OR HOLES SHALL BE SOUND WOOD WITHOUT <br />EXCESSIVE STRENGTH REDUCING PROPERTIES <br />SUCH AS KNOTS, BREAKS, SPLITS, EXCESSIVE <br />SLOPE GRAIN, ETC. <br />NOTCH / BORE <br />% OF STUD 2 X 4 2 X 6 <br />7/8" <br />1 3/8" <br />2 1/8" <br />25% <br />40% <br />60% <br />1 3/8" <br />2 3/16" <br />3 5/16" <br />DBL. STUDS (BRG. OR NON-BRG.) <br />60 <br />% <br /> <br />M <br />A <br />X <br />. <br />ST <br />U <br />D <br /> <br />W <br />I <br />D <br />T <br />H <br />1 1/2"1 1/2" <br />1 NOTCHING AND BORING OF FLOOR JOISTS 2 NON-BEARING PARTITION WALL TOP CONN.3 TYPICAL BLOCKING DETAIL 4 5ROOF AND FLOOR DIAPHRAGM <br />6 NOTCHING AND BORING OF STUDS 7 TOP PLATE SPLICE DETAIL 8 9 <br />2-10d TOE NAILS <br />EA. JOIST EA. SIDE <br />2-10d FACE NAILS <br />2X FLAT BLKG' <br />FINISH PER PLANS <br />JOISTS PER <br />PLANS <br />JOIST <br />2X STUDS @ 16" O.C. <br />2X STUDS @ 16" O.C. <br />INTERSECTION <br />WOOD FRAMING WALL INTERSECTION <br />CORNER <br />DBL. JOIST <br />JOIST <br />DBL. JOIST <br />SIMPSON "U" <br />HANGER <br />OPEN AREA <br />TYP. FLR. AND ROOF OPENING <br />11 12 <br />10 <br />14 15 <br />NEW FRAMINGEXISTING FRAMING <br />NEW FRAMINGEXISTING FRAMING <br />FIT SNUG <br />SIMPSON LSTA36 <br />@ BOTH SIDES OF <br />PLATES <br />NOTE: UPON CONSTRUCTING THE NEW EXTERIOR WALLS PROVIDE LSTA36 <br />STRAPS AT BOTH SIDE OF TOP & BOT. PLATES OF THE STUD WALL TO <br />CREATE THE CONTINUITY OF THE STUD WALL WITH THE REST OF THE <br />EXISTING WALL. <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 />17 <br />TYPICAL FRAMING DETAIL <br />16 <br />DBL. JOIST <br />ADDITIONAL <br />JOIST BELOW <br />WALL <br />PER PLANS <br />4" MAX FOR <br /> PLUMBING <br />NO PARRALLEL <br />PLYWD.JOINTS <br />BTWN. JOISTS <br />ALTERNATE "A" <br />34" MIN. <br />BRG. <br />ALTERNATE "B"ALTERNATE "C" <br />WALL LENGTHS GREATER THAN 3'-0" IN LENGTH <br />NON-BEARING WALL 12THE LENGTH OR LESS <br />OF JOIST SPAN <br />DBL. 2X4 @ 24" O.C. <br />LAP W/ (2) 10d <br />2-16d <br />END NAILS <br />EA. END <br />1-1/2" MIN. <br />ALIGN JOIST <br />BELOW WALL <br />JOIST PER PLAN <br />ALTERNATE "B" <br />WALL LENGTHS LESS THAN THAN 3'-0" IN LENGTH <br />ALTERNATE "A" <br />TYP. NON-BEARING PARTITION WALL BTTM. CONN. <br />18 19 20 <br />(E) SLAB <br />12" MIN. <br />24 <br />" <br />MI <br />N <br />. <br />1- #4 HORIZ. BAR <br />#5 DOWELS @ 16" O.C., W/ 6" MIN <br />EMB. EPOXY SET WITH SIMPSON <br />SET-3G EPOXY (ESR-4057), SPECIAL <br />DEPUTY INSP. REQ'D. <br />(N) CONC. FTG PER PLANS <br />NOTE: SEE SCHEARWALL SCHEDULE <br />FOR A.B. SPACING IN SHEARWALL <br />P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR <br />BOLTS AND 3"x3"x5/16" WASHERS @ <br />6'-0" O.C. W/ 7" MIN. EMB. <br />STUD WALL PER PLANS <br />SHEAR PANEL'G. PER <br />SCHEDULE (WHERE <br />OCCURS) <br />8" <br />MI <br />N <br />. <br />EXTERIOR FINISH PER <br />PLANS <br />EXTERIOR SLAB FOOTING (1-STORY) <br />2- #4 HORIZ. BARS @ T&B., TYP. <br />6" <br />MIN. <br />B.N. <br />E.N. <br />2X SOLID BLKG' <br />UPLIFT FRAMING CLIP <br />"A35" FRAMING ANCHOR AT <br />EACH BAY <br />2-2X TOP PL. <br />STUD WALL PER PLANS <br />(N) PLYWOOD SHEAR <br />WALL PER PLAN <br />(WHERE OCCURS) <br />EAVE FRAMING DETAIL <br />PER PLAN <br />RAFTER PER PLANS (N) SEALANT <br />(N) R.R. PER <br />PLANS <br />(N) SIMPSON "HU" JOIST HANGER <br />OR EQUIVALENT. (L.A.R.R. #25807) <br />26 GALV. FLASHING STRIP <br />(N) 2X LEDGER W/ 12" X 5 " LAG <br />BOLT EA. STUD <br />(E) STUD WALL <br />12" COX. PLY. <br />SHEATHING (MIN.) <br />SLOPE (14"/FT.) <br />(N) 2X BLKG' @ <br />4'-0" O.C. <br />FRAMING DETAIL <br />(N) 1532" WOOD STRUCTURAL <br />PANEL W/ 8d @ 6"/6"/12" <br />(N) PLYWOOD SHEAR <br />WALL PER PLAN <br />(WHERE OCCURS) <br />E.N. <br />STUD WALL PER PLANS <br />RAFTERS PER PLANS <br />(N) 2X BLOCKING <br />(N) BARGE <br />RAFTER <br />(N) 2X BLOCKING <br />VERGE RAFTER <br />FRAMING @ GABLE ENDS <br />(N) 1532" WOOD STRUCTURAL <br />PANEL W/ 8d @ 6"/6"/12" <br />A35 FRAMING ANCHOR PER <br />SHEARWALL SCHED. <br />24" LAP TYP. <br />TOP BARS <br />4" SLAB PER PLAN, TYP. <br />12" MIN. <br />24 <br />" <br /> <br />M <br />I <br />N <br />. <br />P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR <br />BOLTS AND 3"x3"x5/16" WASHERS @ <br />4'-0" O.C. W/ 7" MIN. EMB. <br />SHEAR PANEL'G. PER <br />SCHEDULE (WHERE <br />OCCURS) <br />8" <br />MI <br />N <br />. <br />G.I. WEEP SCREED <br />EXTERIOR FINISH PER <br />PLANS <br />NOTE: SEE SCHEARWALL SCHEDULE <br />FOR A.B. SPACING IN SHEARWALL <br />#4 BAR @ 16" O.C.E.W, TYP. <br />10 MIL VISQUEEN, (PLASTIC VAPOR <br />BARRIER) <br />STUD WALL PER PLANS <br />EXTERIOR SLAB FOOTING <br />4" THICK BASE OF 12" CLEAN <br />AGGREGATE2 - #4 BARS T&B <br />#4 CONT. BAR , TYP. <br />6" MIN. <br />134" MIN. <br />SHEAR WALL <br />PER PLAN <br />58"Ø ANCHOR BOLTS @ 32" O.C. <br />U.N.O. SET WITH SIMPSON <br />SET-3G EPOXY (ESR-4057) OR <br />EQUIV., SPECIAL DEPUTY INSP. <br />REQ'D. <br />10 <br />" <br />MI <br />N <br />. <br />ANCHOR BOLTS @ EXISTING SLAB <br />DR <br />A <br />W <br />I <br />N <br />G <br /> <br />D <br />A <br />T <br />E <br />: <br /> <br />A <br />u <br />g <br /> <br />1 <br />8 <br />, <br /> <br />2 <br />0 <br />2 <br />5 <br /> <br />( <br />1 <br />: <br />2 <br />9 <br /> <br />P <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 />20 <br />1 <br />7 <br /> <br />G <br />R <br />E <br />E <br />N <br />L <br />E <br />A <br />F <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 />6 <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 /> <br />B <br />Y <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 />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 />AT <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />G <br />A <br />R <br />A <br />G <br />E <br />CO <br />N <br />V <br />E <br />R <br />S <br />I <br />O <br />N <br /> <br />I <br />N <br />T <br />O <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 />CIVI <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 />18757 BURBANK BLVD. UNIT 109 <br />TARZANA, CA 91356 <br />Call: <br />(213) 373-4513 <br />A. <br />G <br />. <br />A. <br />G <br />. <br />ST <br />R <br />U <br />C <br />T <br />U <br />R <br />A <br />L <br /> <br />D <br />E <br />T <br />A <br />I <br />L <br />S <br />SD1