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NON -BEARING WALL <br />FULL -DEPTH <br />BLOCKING @ 48" OL. <br />�E1LI 15T <br />PER ARCH. DRAWING5 <br />JOIST PER PLAN <br />(2) 16d NAILS @ 45" O.C, <br />SIDE <br />MAX. SPAN <br />TO BLOCKING <br />—� <br />m <br />2x4 ® 24" O.O. <br />b'-0ll <br />I. AT NON -SHEAR WALL5, NAIL 5TUD5 <br />2x4 @ 16" 0.6, <br />alm211 <br />TOGETHER WITH IOd®F NAILS �" O.G. <br />JOIST PER PLAN <br />S I MPSON 5TC CLIP @ <br />2x6 @ 24�� O.G. <br />12 14011 <br />�° <br />2. ADDITIONAL 5TUD5 REQUIRED A5 <br />Xq <br />NON -BEARING WALL <br />4b" O.G. 5LOT VERTICALNAILER5, <br />(NAIL AT MID -HEIGHT OF SLOT) <br />2x6 16 O,G, <br />14 a4 <br />ETC. ARE NOT SHOWN. <br />PER ARCH. DRAWINGS <br />FULL -DEPTH BLOCKING <br />46" O.C. <br />2xb @ 24" O.G. <br />16'�6" <br />T �L <br />I <br />T L <br />I <br />2xb @ 16" O.G. <br />I'll-011 <br />SHEATHING AND SHEAR <br />WALL EDGE NAILING PER <br />NON -BEARING WALL <br />2xIO ® 24" O.G. <br />211-211 <br />SHEAR WALL SCHEDULE <br />(WHERE 066UR5) <br />PER ARCH. DRAWINGS <br />2xIO @ 16" O.G. <br />24'-3" <br />J015T PER PLAN <br />1 d NAILS ® 16" O.G. TO BLOCKING <br />! <br />IOd-F NAIL5 vq1 THE <br />FUL L-DEPTH BLOGKINS <br />SAME SPACING AS THE <br />rF <br />CEILING JO 15T TABLE BASED ON <br />PANEL EDGE NAILING <br />--77V/ ------ 7-;- z <br />J015T PER PLAN <br />51 MPSON STC CLIP ® <br />NE #2, Fb�b5O P51 (REPETITIVE <br />PER THE SHEAR WALL <br />2 <br />4a" O:G. SLOT VERTICAL <br />MEMBER USE), Fv = 150 P51 <br />SCHEDULE (SEE NOTE <br />NON -BEARING WALL <br />(NAIL AT MID -HEIGHT OF SLOT) <br />E W 1.5XIO6P51, DEFL, < L/240 <br />AT NON-5HEAR WALLS) <br />PER ARCH. DRAWINGS <br />,ATTIC DIVE LOAD ® 10.0 P5F <br />NALl PERPWICULAR TO FLOOR FRAMINGI <br />TOFRAMING <br />CEILING DEAD LOAD 5.0 P5F <br />V (! 5! <br />ICNON-5 T (BOTTOM) ® I-15T SCALE: NONE <br />I ®5 T ) <br />- I-T SCALE: NONE <br />I I 1 T <br />SCALE: NNONE S <br />— <br />IOd®F NAILS vi/ THE <br />SAME 5PA61NG A5 THE <br />PANEL EDGE NAILING <br />(12) IOd-F NAIL5 ® 5" O.G. <br />PER THE SHEAR WALL <br />STAGGERED IN 2 <br />P05T PER PLAN <br />SCHEDULE (5EE NOTE I <br />R01615 AT EACH 51DE <br />AT NON -SHEAR WALL5) <br />OF EACH SPLICE <br />IOdmF NAILS @ 12" O.G. <br />SHEATHING ,AND 5HEAR <br />50LID WOOD BLKG. BELON! <br />5TUD DEPTH� <br />STAGGERED IN <br />WALL EDGE NAILING PER <br />POST TO MATCH POST SIZE <br />SHEATHING AND SHEAR <br />wt=l <br />ROWS ELSEWHERE <br />SHEAR WALL SCHEDULE, <br />WALL EDGE NAILING PER <br />TYP. (WHERE OCCURS) <br />SHEAR WALL 5GHEDULE <br />MAX. DIAMETER <br />(WHERE OCCURS) <br />GUT <br />OF HOLES <br />- — �_ <br />(2) IOd-F TOENAILS TOP <br />- <br />9 <br />AND BOTTOM <br />CIRCULAR <br />HOLE5 ARE TO BE <br />TOP CHORD <br />BOTTOM CHORD <br />NOTCH s <br />SPACED AT LEA5T <br />SPLICE <br />SPLICE <br />5TUD <br />A 5TUD DEPTH <br />5HEATH I NO AND 5HEAR <br />DEPTH <br />FROM A CUT OR <br />� <br />W>�LL EDGE NAILING PER <br />V <br />NOTCH <br />T— <br />SHEAR WALL 56HEDULE <br />NOTCH <br />_�L_ <br />— — — — —— — --- <br />(WHERE OCCURS) <br />MAX. DEPTH <br />4'®0" MIN. BETWEEN <br />5PLI6E5 <br />FLOOR FRAMING AS <br />LET -IN <br />HOLES ARE TO BE <br />RIM J015T OR <br />OCCURS, BLOCK <br />REMAINDER OF �E,ARING <br />NOTCH <br />SPACED AT LEAST <br />BLKG. A5 OGGUS <br />SOLID AS INDICATED. <br />IOd-F NAIL5 w4/ THE <br />MIN. DEPTH <br />TWICE THE <br />5AME SPACING A5 THE <br />MIN. 5/5" <br />D I,AMETER OF THE <br />SPL ICE TO OCCUR <br />AT <br />POST PER PLAN <br />PANEL EDGE NAILING <br />EDGE <br />LARGEST HOLE <br />Or STUD, TYP. <br />DIST (TYP) <br />5GHEDULE (5EE NOTE 1 <br />FRAMING CONDITIONS VARY, <br />AT NONm51HEAR WALLS) <br />FOR INFORMATION NOT <br />! TIO <br />NOTED 5EE PLAN 4 <br />A. CUTTING AND NOTCHING WOOD 5TUD5 <br />APPROPRIATE DETAILS <br />(DO NOT NOTCH MORE THAN 5 ADJACENT 5TU05 Wo REVIEW BY ENGINEER) <br />TYPICALTOP PLATE SPLICE <br />E: NONE <br />mo& PosT AT r-LooR <br />56ALE: NOW <br />TYPICAL OIALL INTERSWTIONS <br />SCALE: NONE <br />BEARING WALL 5TU05: <br />STUD MAX. DEPTH OF <br />MIN. DEPTH REMAINING <br />51ZE 5AW CUT OR NOTCH <br />AFTER CUT OR NOTCH <br />2x4 I/ " <br />2-5/5" <br />2x6 1-3/5 It <br />4- 1 /e�" <br />WHERE HEADER I NTERRUPT5 <br />L5gO CLIP EA. END <br />2x5 1=1/b" <br />5-5/8," <br />DOUBLE TOP PLATE, <br />PROVIDE BLOCKING <br />BEAM BEARING LENGTH TO <br />OF EA. STRINGER <br />PROVIDE M5TA24, U.O.N. <br />OR RIM J015T AT <br />MATCH P05T BELOW <br />NON -BEARING WALL 5TUD5: <br />BEARING WALL5 <br />BEAM PER PLAN <br />5TUD MAX. DEPTH OF <br />MIN. DEPTH REMAINING <br />DOUBLE TOP PLATE <br />J015T5 PER PLAN <br />51ZE SAW CUT OR NOTCH <br />AFTER CUT OR NOTCH <br />TREADS 4 RISERS <br />PER ARCH. <br />2x4 1-1/2" <br />211 <br />/ <br />2x6 2-5/5" <br />2xb 3" <br />4-1/4" <br />MIN. <br />A55 AT EXTERIOR <br />r ' <br />5. HOLES IN WOOD 5TU05 <br />HEADERS OVER <br />STAIR STRINGER Cr <br />UT <br />BEARING WALL: <br />6-0 It IN LENGTH <br />BEAM PER PLAN <br />FROM 2x12 HF#I SPACED r <br />AT 12" 0.6. MAX. <br />5TUD MAX. DIAMETER <br />(I)) IOd-F <br />STRAP PER PLAN WERE <br />r <br />SIDE OF HOLE <br />NAIL5, MIN. <br />OCCURS), CENTER 5TRAP <br />2x4 I-I/2 1 <br />SINGLE PLATE (PROVIDE <br />LENGTH ON WALL END <br />r' <br />r <br />ONGBACK R <br />R/ <br />2x6 2-5/0" <br />KING STUD <br />DOUBLE PLATE AT <br />DOUBLE STUD <br />51DE) w(2) ROW5 OF <br />2xa 3" <br />EXTERIOR OPENINGS <br />POST U.O.N. <br />PROVIDE L TP4 IF NO <br />q ° <br />IOd®F NAIL5 @ W O.C. <br />OVER �'-O" IN LENGTH) <br />5TRAP, BEAM TO PLATE <br />STAGGERED AS SHOWN <br />NON -BEARING WALL: <br />5TUD MAX. DIAMETER <br />TRIM 5TUD P®ST PER <br />HEADER PER PLAN <br />IOd-F NAILS @ 0" O.C. <br />51ZE OF HOLE <br />PLAN, (PROVIDE MIN. (2) <br />AT E3UILT®UP 5TUD5, TYP. <br />2x 5TU05 AT HEADERS <br />IOd-F NAIL5 ® W O.C. <br />BEAM <br />2x4 2-1/4" <br />OVER 6 -0" IN LENGTH) <br />AT BUILT-UP STUDS, TYP, <br />PER <br />2x6 5®/6" <br />PLAN <br />2xa 4-1/2° <br />II'®O' MAX. <br />SCALE:NOW <br />TYPICAL ALLOKABLE HOLMNOTCHM IN STUEG SCALE: NONE <br />TYPICAL HEADER <br />5CALE:NONE <br />IC <br />SGALE: NONE <br />TYPICAL STAIR I <br />i <br />tu <br />" <br />® <br />w <br />0 <br />a <br />Nei <br />�� <br />