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BEAM OR DBL JOIST <br />SOLID BLOCKING w/ (3) <br />8d TOENAILS TO EA <br />JOIST OR RIM JOIST <br />PLATE FASTENING: <br />16d @ 16" O/C <br />ALIGN STUDS <br />BELOW JOISTS <br />BLOCK BEAMS INTO <br />WALL TOP & BOTTOM <br />BC POST CAP TYPICAL AT <br />BEAMS EXCEPT IN JOIST SPACE <br />TYPICAL STUD TO SOLE: (2) 16d <br />END NAILS OR (4) 8d TOENAILS <br />16" MIN <br />(8) 16d <br />TYPICAL DIET <br />NOTE <br />SEE IBC TABLE 2304.9.1 FOR OTHER FASTENING REQUIREMENTS. <br />TYP STUD WALL FRAMING DETAILS <br />3/4" V-0" <br />JAMB STUDS <br />PER PLAN <br />CRIPPLE AND JAMB STUDS <br />PER SCHEDULE. TOTAL <br />CRIPPLE+JAMB BUILT-UP <br />POST PER SCHEDULE IS <br />MINIMUM, SEE PLANS FOR <br />LARGER SIZES WHERE <br />REQ'D. IF SOLID (IF 6X6) <br />POST IS NOTED ON PLAN, <br />REPLACE CRIPPLE STUDS <br />PEP SCHEDULE W/ SOLID <br />POST PER PLAN. SISTER <br />EACH PIECE W/ I Od AT <br />SPACING PER SHEARWALL <br />SCHEDULE, 6" O/C MAX. <br />NOTE <br />THIS DETAIL APPLIES AT <br />BEARING AND SHEAR WAL <br />ONLY. <br />TYP HEADER FRAMING <br />BLOCKING TO <br />PLATE 8d e 6" <br />TOENAIL <br />TYPICAL <br />TOP PLATE <br />TO STUD: <br />(2) 16d ENO <br />NAILS <br />16d @16" O/C OR <br />PER SHEAR WALL <br />DETAILS <br />LSTA 21 WHERE <br />PLATE IS <br />INTERRUPTED <br />DBL STUD (MIN) CONTINUE POSTS AND MULT <br />BELOW BEAMS STUDS TO FOUNDATION OR <br />SUPPORTING BEAM <br />------ <br />EN EA SIDE OF PANEL <br />JOINTS, TYP <br />A <br />ullowl F <br />CONTINUE SHEATHIP <br />THROUGH w/ EDGE <br />FASTENING PER <br />SCHEDULE TO ENDP <br />wage <br />- W24—umiml <br />PROVIDE A35 OR LTP5 CLIPS PER <br />SW SCHED TO STRUCTURE <br />ABOVE PER TYP DETAILS <br />II ii <br />II <br />II <br />II <br />SHTG PER STRUCT <br />NOTES <br />FIELD NAILING C@ 12" O/C, <br />TYP <br />of <br />24" MIN PANEL WIDTH AND 1 OR HT <br />DISCONTINUOUS SHEATHING <br />AT SW IS TO BE AVOIDED <br />WHEN POSSIBLE <br />2x OR 3x SILL PLATE <br />AS REQUIREDBY <br />sw su4m <br />DBL TOP PL <br />(LION) PER TYP <br />DETAILS <br />SHTG PANEL <br />JT, TYP <br />NOTES <br />t SEE SW SCHED FOR EDGE NAILING (EN) <br />AND PLATE NAILING (PN) SIZE & SPACING. <br />2. PROVIDE 118" GAP BETWEEN ADJACENT <br />PANELS, TYP <br />3. WHEREVER EDGE NAIL (EN) SPACING IS <br />LESS THAN 4" O/C, EACH ROW OF NAILS <br />SHALL BE STAGGERED INTO TWO ROWS. THE <br />CENTERLINES OF THESE TWO ROWS SHALL <br />BE OFFSET BY 1/2" MIN. ALSO MAINTAIN 3/8" <br />MIN EDGE DISTANCE FROM CL OF NAIL TO <br />EDGE OF PANEL AND EDGE OF FRAMING <br />MEMBER. SEE TYP STAGGER DTL <br />ELSEWHERE. <br />4. SHTG PANELS MAY BE INSTALLED <br />VERTICALLY OR HORIZONTALLY. <br />5. WHERE DBL SILL OR SOLE PLATE USED, <br />SISTER UPPER PL TO LOWER PL W/ PN PER <br />SW SCHED; STAGGER EN EVENLY BETWEEN <br />PLATES. <br />:CTIONS, <br />PLATES <br />L w/ (4) 16d <br />BLOCK ALL SW SHEATHING <br />EDGES W/ FLAT 2X4 <br />SHEARWALL EN EA SIDE OF PLY JT <br />PROVIDE 3x WHERE REQUIRED PER <br />SW SCHED. WHERE (2) 2x MEMBERS <br />ARE USED IN LIEU OF 3x, SISTER PER <br />THE STRUCT NOTES & SW SCHED. <br />EN PER SW SCHED <br />PROVIDE HDG NAILS AT <br />FIT SILL PLATE <br />FLOOR BN PER THE STRUCT <br />NOTES (N/A @ FNDN) <br />------------ <br />---------- <br />------------------ <br />----------- <br />--------- <br />08 STUD(S) PER TYP <br />I HDh DETAIL. SW EN <br />IG TO JAMB STUD(-), <br />(4 <br />R NAILING BETWEEN <br />JILT -UP JAMB STUDS <br />OPENING IN SW <br />PER ARCH <br />TOP <br />1 Od TOENAILS <br />OPTION <br />_& BOT PLATES <br />EACH <br />FOR A35 <br />CLIP <br />w/_ <br />- El' <br />---- <br />-------- <br />GS22 <br />EACH <br />EXTENDING <br />C011NIER <br />STRAP CON I /Amuvr-- <br />-OPENING @ SILL &_ <br />30" MIN EA <br />OF OPENING <br />ANi <br />TYP <br />WAYMOM <br />BELOW <br />BLKG <br />PERFORATED SW AS INDICATED ON PLANS <br />FORCE TRANSFER SW DETAIL <br />1/2" V-0" <br />FIRST FLOOR PLAN LEVEL - <br />WHERE HOLDOWN IS INDICATED) <br />SHEARWALL END POST PER PLAN. NAIL <br />SHEATHING W/ EDGE NAILING PER <br />SCHEDULE DISTRIBUTED EVENLY TO <br />ALL STUDS IN THE POST, <br />SOLIDI LOCK <br />BELOW END <br />POST <br />zi <br />(E) FLOOR JOISI <br />10 x 4" SCREWS <br />TAGGERED P 12" 0/0 <br />1\4 <br />HEATHING PER SW <br />'CHEDULE <br />J�_P F R TO(E) FLR <br />-0 ACTUAL SW HEIGHT VARIES. <br />FIELD VERIFY ATTIC FLOOR <br />JOIST HAVE POSITIVE <br />CONNECTION TO (E) WALL. <br />;3) <br />ID <br />2x STUD BLKING, <br />TYP P STRAP <br />SWEP PER PLAN& <br />SCHEDULE, EA END <br />HOLDOWN PER PLAN. SEE <br />HEADER DETAIL FOR SHIM <br />REQMTS. <br />HOLDOWN PER PLAN vv/ <br />ANCHOR, DIA PER MFR <br />ANCHOR BOLT, SEE TABLE <br />Jv SLAB OR FOOTING CONDITION <br />OPTIONAL COUPLER <br />ANCHOR BOLT, le (MIN) <br />SEE TABLE <br />STEM CONDITION <br />NOTE <br />1. ANCHOR BOLTS SHALL BE SIMPSON HARDWARE AS SPECIFIED, OR <br />A36 OR F1554-36 ROD W/ THE EMBEDDED END TERMINATED WITH A BOLT <br />HEAD W/ WASHER, OR A DOUBLE NUT W/ WASHER, OR DRILLED AND <br />EPDXIED W/SIMPSON SET-3G. HOT DIP GALVANIZE, OR SLEEVE THE <br />ANCHOR TO PREVENT CONTACT wl PT WOOD. <br />TYP SHEARWALL END POSTS AND <br />HOLDS <br />ROD <br />STEM <br />FOOTING CONDITION <br />DIA <br />CONDITION <br />INSTALLATION <br />ROD TYPE <br />le <br />de <br />WASHER (MIN) <br />CAST -IN -PLACE <br />SB5/8X24 <br />4,5" <br />18" <br />2x2x 3/16 <br />5/81, <br />POST -INSTALL <br />Fl 554 GR 36 <br />6" <br />13" <br />N/A <br />1/2" <br />POST -INSTALL <br />Fl 554 GR 36 <br />5" <br />5" <br />N/A <br />7388 <br />;PAL 13� <br />