Laserfiche WebLink
i�(2)2x STUD - NAIL SHEATHING <br />TO EACH MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAP HOLD DOWN PER PLAN <br />WRAPPED AROUND BEAM - <br />NAIL STRAP OVER SHEATHING <br />SOLID BLOCKING BELOW <br />BUILT-UP STUDS <br />? BEAM PER PLAN (NO <br />TOP PLATE AT SIM) <br />20 <br />`(2)2x STUD - NAI I <br />TO EACH MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAP HOLD DOWN PER PLAN <br />WRAPPED AROUND BEAM - <br />NAIL STRAP OVER SHEATHING <br />PER PLAN <br />15 <br />10 <br />5 <br />i PANEL EDGE NAILING <br />FULL HEIGHT <br />-------------------- <br />(2); <br />SH <br />ME <br />SH <br />ST <br />PE <br />OV <br />TOP FLUSH BEAM PER PLAN W/ (3) ROWS <br />STAGGERED PANEL EDGE NAILING <br />PANEL EDGE NAILING <br />= ALT.STRAP LOCATION <br />CS18x36" STRAPS @ <br />WINDOW CORNERS <br />(APPLY OVER SHEATHING) <br />2x4 FLAT BLOCKING <br />BEHIND STRAP <br />Iv <br />11 r 14 <br />(2)CS18x36" BEAM <br />TO BEAM AT SIM <br />BEAM AT ADJACENT <br />UNIT AT SIM <br />_TOP PLATE ____ <br />CONT. TOP PLATE PER 13/SO6 J I CONTINUES <br />AT SIM <br />2x STUDS @ 16"oc <br />PANELEDGE <br />(2)2x HEADE NAILING <br />FULL HEIGHT <br />(HALF EA. STUD) <br />________________ <br />EXTEND _ <br />STRAP 24" ni°' EXTEND STRAP <br />CONT. (2) CS16 STRAP <br />��I_1 J,i 24"AT SIM <br />(BLOCK BEHIND) <br />PER PLAN PER PLAN <br />((2)2x MIN.) ° ((2)2x MIN.) <br />ADD'L STU <br />HOLD DOWN PER PLAN v <br />(APPLY OVER SHEATHING) <br />PER <br />ANCHOR BOLTS PER 1/SO6 <br />P.T. 3x6 MUDSILL � -AT. <br />BASEMENT <br />SLAB ELEV. <br />SLAB <br />ELEV. <br />FOOTING PER 1/S0 7 <br />L�J"' 1 94 RI 16"ac, <br />HORIZ <br />@1 <br />1Yd' TYR <br />---------------- <br />#4 @ 18"oc, VERT <br />(HOOK AROUND <br />FTG_ REINF.) <br />FOOTING J <br />CONTINUES <br />AT SIM 4 <br />TOP PLATE PER 13/SO6 <br />CRIPPLE STUDS TO <br />MATCH WALL STUDS <br />STUDS NOT <br />REQ'D IF <br />LESS THAN 24" <br />HEADER PER PLAN <br />ADD'L FULL I <br />2x HEADER @ OPENING <br />HEIGHT STUD <br />W/(2) 12d TOENAILS <br />EA. END <br />STUDS PER PLAN <br />FASTENED TOGETHER <br />W/12d @ 6"oc <br />[(1)2x U.O.N.] <br />18 <br />12d @ 6"oc <br />(FACE NAIL PER 1/SO6 <br />@ SHEAR WALLS) <br />PARTY WALL PER PLAN <br />SHEAR WALL EDGE <br />NAILING <br />EXTERIOR WALL — <br />PER PLAN <br />SHEATHING & — <br />NAILING PER PLAN <br />STRAP HOLD DOWN PER <br />PLAN (WHERE OCCURS) <br />PANEL EDGE NAILING <br />PER SHEAR WALL <br />SCHEDULE <br />STUDS PER PLAN <br />PANEL EDGE NAILING <br />PER SHEAR WALL <br />SCHEDULE <br />STUDS PER PLAN <br />TOP CHORD SPLICE <br />BOTTOM CHORD SPLICE <br />-4'4' MIN. BETWEEN SPLICES <br />LOCATE SPLICE @ CENTERLINE <br />OF VERT. STUD, TYP. <br />13 <br />SHEATHING & NAILING AT <br />PARTY WALL PER PLAN <br />12d @ 6"oc (FACENAIL PER <br />"SOB @ SHEAR WALLS) <br />i <br />I <br />i <br />SHEAR WALL EDGE <br />NAILING <br />8 <br />PANEL EDGE NAILING <br />PER SHEAR WALL SCHEDULE <br />FACE NAILING PER <br />SHEAR WALL SCHEDULE <br />HOLD DOWN AND ADD'L <br />STUD PER PLAN <br />(WHERE OCCURS) <br />FACE NAILING PER <br />SHEAR WALL SCHEDULE <br />STRAP HOLD DOWN PER <br />PLAN (WHERE OCCURS) <br />FACE NAILING PER <br />SHEAR WALL SCHEDULE <br />HOLD DOWN AND ADD'L <br />STUD PER PLAN <br />(WHERE OCCURS) <br />STUDS PER PLAN 3 <br />SHEAR WALL SCHEDULE <br />(IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) <br />Updated 5/28/2019 <br />MINIMUM WIDTH OF NAILED <br />PANEL <br />FACEOFFRAMINGO <br />ANCHORAGE TO CONCRETE <br />SEISMIC <br />WIND <br />WALL <br />SHEATHING <br />EDGE <br />ADJOINING PANEL EDGES <br />® <br />MUDSILL <br />FACE NAILING <br />FRAMING CLIPS <br />® <br />CAPACITY <br />CAPACITY <br />TYPE <br />NAILING <br />PLATE <br />® <br />® <br />h/b=2 <br />No <br />SINGLE <br />BUILT-UP <br />ANCHOR BOLTS <br />MUDSILL ANCHORS <br />® <br />h/b = 3.5 <br />h/b = 3.5 <br />MEMBER <br />MEMBER <br />P78 <br />1 SIDE <br />W oc <br />2x <br />2x <br />2x <br />6" do <br />A35 @ 27 0C <br />or <br />%'0 @ 60" oc <br />MASAP @ 52" oc <br />240-p1F <br />194-p1f <br />240-p1f <br />194-p1f <br />LTP4 @ 2T' oc <br />Pl-4 <br />1 SIDE <br />4" oc <br />2x <br />2x <br />2x <br />4" oc <br />A35 @ 18" oc <br />or <br />%'0 @ 46" oc <br />MASAP @ 36" od <br />350-pH <br />284-p8 <br />350-p1f <br />284-p1f <br />LTP4 @ 1 IT, oc <br />P1.3 <br />1 SIDE <br />3" oc <br />3x <br />(2)2x <br />2x <br />3" oc <br />A35 @ 14" oc <br />or <br />%'0 @ 36" ac <br />MASAP @ 28" oc <br />450-p1f <br />366-plf <br />450-plf <br />366-plf <br />LTP4 @ 14" oc <br />A35 @ 7Y2" oc <br />590-p1f <br />820-p1f <br />P1-2 <br />1 SIDE <br />2" oc <br />3x <br />(2)2x <br />2x <br />2" oc <br />or <br />66/a'O @ 20" Do <br />MASAP @ 18" oc <br />478-p1f <br />889-pf <br />LTP4 @ 7Y2" oC <br />P2-4 <br />2 SIDES <br />4"oc <br />3x <br />(2)2x <br />3x <br />(2) Rows, 4" oc <br />A35 @ 18" oc <br />and <br />66/a'O @ 28" oc <br />MASAP @ 15" od <br />700-plf <br />568-plf <br />700-plf <br />568-pf <br />LTP4 @ 18" oc <br />P2.3 <br />2 SIDES <br />3" oc <br />3x <br />(2)2x <br />3x <br />(2) Rows, 3"oc <br />A35 @ 14" oc <br />and <br />%"0 @ 22" oc <br />MASAP @ 1 t" oc <br />900-plf <br />733-p1f <br />900-p1f <br />733-p1f <br />LTP4 @ 14"oc <br />P2-2 <br />2 SIDES <br />2" oc <br />3x <br />(2)2x <br />3x <br />(2) Rows, 2" oc <br />A35 @ 8" oc <br />and <br />%"0 @ 12" oc <br />MASAP @ 7" oc <br />1180-plf <br />957-p1f <br />1840.p1f <br />1338-p1f <br />LTP4 @ 8" oc <br />SHEAR WALL SCHEDULE NOTES <br />(SECTION 4.3.7.1.1) <br />7/e" OSS or 15/s "PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8', EXCEPT <br />AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. <br />® (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) <br />PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM <br />STUD SPACING SHALL BE 16'oc. SHEATHING NAILS SHALL BE 0.131"0 x 2YF. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST%" <br />FROM THE PANEL EDGES. <br />Ei i <br />3�8 iINTERMEDIATE NAILING (12" oc) <br />MIN <br />3 <br />MIN PANEL EDGE NAILING PER SCHEDULE (STAGGERED) <br />(SECTION 4.3.7.1.4) <br />THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br />SINGLE MEMBER (FLATWISE) <br />PER® <br />STUD, PLATE, BLOCKING, RIM, PER® <br />OR OTHER FRAMING MEMBER <br />s/s ® s/a <br />MIN_ <br />ADJOINING PANEL EDGES ® MIN <br />BUILT-UP MEMBER <br />PER® —--° <br />STUD, PLATE, BLOCKING, RIM, <br />OR OTHER FRAMING MEMBER <br />sja <br />MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br />® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Y2,'. <br />FRAMING NAILS SHALL BE 0.131"0 x 3%". 0.131"Ox3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. <br />© AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO <br />FASTEN BUILT-UP MEMBERS. <br />LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br />® (SECTION 4.3.6.4.3) <br />ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0,229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN Y2" OF THE <br />EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THAT <br />HALF OF THE PLATE WASHERS ARE WITHIN Yz' OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. <br />ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br />3"x3"4.229" PLATE WASHERS <br />*e. <br />�. CONCRETE STEM WALL CONCRETE STEM WALL <br />PER PLAN PER PLAN <br />P.T. MUDSILL P.T. MUDSILL <br />® (ANCHOR BOLT OPTION) <br />(MUDSILL ANCHOR OPTION) <br />U) <br />0 -aO L3 <br />G 0 <br />C y Z <br />CO N N <br />N0 <br />0 Luu <br />LLJ <br />O <br />Z <br />�SAGC HOMES <br />9505 19th Ave BE <br />Suh8118 <br />Everett, WA 98208 <br />.sagehomesrre.mm <br />JOB NO.: I <br />22-447-02 <br />DATE: 09/0212022 <br />SCALE: Y4" = 1'-0" <br />DRAWN: BDS <br />CHCKD: RMH <br />SHEET NO.: <br />S06 <br />