Laserfiche WebLink
(2)2x STUD -NAIL SHEATHING <br />TO EACH MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAP HOLD DOWN PER P AN <br />WRAPPED AROUND BEAM - <br />NAILSTRAP OVER SHEATHING <br />SOLI( (BLOCKING BELOW <br />BUILT-UP STUDS <br />----- ---------------------- <br />BEAM PER PLAN (NO <br />TOP PLATE AT SIM) <br />PC <br />A <br />�(2)2x STUD -NAIL SHEATHING <br />TO EACH MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAPHOLD DOWN PER PLAN <br />WRAPPED AROUND BEAM - <br />NAIL STRAP OVER SHEATHING <br />CD CD <br />BEAM PER PLAN <br />20 <br />15 <br />10 <br />5 <br />---------------- <br />--- - 0 010 <br />------------------ ----- <br />ALT.,STRAP LOCATION <br />HEADER PER PLAN <br />PANEL EDGE NAILING <br />FULL HEIGHT <br />CS16x36" STRAPS @ <br />WINDOW CORNERS <br />(APPLY OVER SHEATHING) <br />(2)2x STUD - NAIL <br />SHEATHING TO EACH <br />MEMBER w/ HALF OF <br />SHEATHING NAILS <br />STRAP HOLD DOWN PER PLAN NAIL STRAP <br />OVER SHEATHING <br />TOP FLUSH BEAM PER PLAN W/ (3) ROWS <br />STAGGERED PANEL EDGE NAILING <br />PANEL EDGE NAILING <br />r2x4 FLAT BEHIND STRAP <br />KING <br />19 <br />TOP PLATE PER 13/S06 <br />CRIPPLE <br />STUDS NOT <br />REQ'D IF <br />LESS THAN 24" <br />HEADER PER PLAN <br />2x HEADER @ OPENING <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 />CRIPPLE STUDS TO <br />MATCH WALL STUDS <br />ADD'L FULL <br />HEIGHT STUD <br />im <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 />FACE OF FRAMING <br />ANCHORAGE TO CONCRETE <br />SEISMIC <br />WIND <br />WALL <br />SHEATHING <br />EDGE <br />ADJOINING PANEL EDGES <br />O <br />MUDSILL <br />FACE NAILING <br />FRAMING CLIPS <br />© <br />CAPACITY <br />CAPACITY <br />TYPE <br />NAILING <br />PLATE <br />@ <br />QS <br />h/b = 2 <br />h/b = 2 <br />0 <br />SINGLE <br />BUILT-UP <br />ANCHOR BOLTS <br />MUDSILL ANCHORS <br />h/b = 3.5 <br />h/b = 3.5 <br />MEMBER <br />MEMBER <br />P1-6 <br />1 SIDE <br />6" oc <br />2x <br />2x <br />2x <br />6" oc <br />A35 @ 27" oc <br />or <br />e <br />/" 0 @ 60" oc <br />MASAP @ 52" oc <br />240-p1f <br />240-p1f <br />LTP4 @ 27"oc <br />194-plf <br />194-plf <br />P1-4 <br />1 SIDE <br />4" oc <br />2x <br />2x <br />2x <br />4" oc <br />A35 @ 18" oc <br />or <br />e <br />/" 0 @ 46" oc <br />MASAP @ 36" oc <br />350-plf <br />350-plf <br />LTP4 @ 18" oc <br />284-p1f <br />284-p1f <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 />e <br />/" 0 @ 36" oc <br />MASAP @ 28" oc <br />450-plf <br />450-plf <br />LTP4 @ 14" oc <br />366-plf <br />366-plf <br />A35 @ 7Y2" oc <br />P1-2 <br />1 SIDE <br />2" oc <br />3x <br />(2)2x <br />2x <br />2" oc <br />or <br />e <br />/e" O @ 20" oc <br />MASAP @ 18" oc <br />590-plf <br />820-plf <br />1 <br />LTP4 @ 7/2" oc <br />478-p1f <br />669-p1f <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 />e <br />/" 0 @ 28" oc <br />MASAP @ 15" oc <br />700-p1f <br />700-p1f <br />LTP4 @ 18" oc <br />568-plf <br />568-plf <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 />e <br />/" 0 @ 22" oc <br />MASAP @ 11" oc <br />900-plf <br />900-plf <br />LTP4 @ 14"oc <br />733-plf <br />733-plf <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 />e <br />/" 0 @ 12" oc <br />MASAP @ 7" oc <br />1180-plf <br />1640-plf <br />LTP4 @ 8"oc <br />957-plf <br />1338-plf <br />12d @ 6"oc SHEAR WALL SCHEDULE NOTES <br />(SECTION 4.3.7.1.1) <br />(FACE NAIL PER 1/S06 1/s' OSB orl%2" 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 />(F SHEAR WALLS) AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. <br />SOLID BLOCKING BELOW 02 (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) <br />1 RSOLID BL STUDS PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM <br />BUILTSTUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"O x 2Y2'. PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST <br />FROM THE PANEL EDGES. <br />i 14 <br />(2)CS16x36" BEAM <br />TO BEAM AT SIM <br />BEAM AT ADJACENT <br />UNIT AT SIM PARTY WALL PER PLAN <br />SHEAR WALL EDGE <br />NAILING <br />-------------- <br />--- - -- - - - - - -- - ----------------- EXTERIOR WALL PER PLAN <br />TOP PLATE <br />CONT. TOP PLATE PER 13/S06 0I CONTINUES <br />01 AT SIM <br />2x STUDS @ 16"oc <br />PANELEDGE <br />NAILING <br />2 2x HEADER-7 <br />EADE SHEATHING & <br />O i01i0 <br />FULL HEIGHT NAILING PER PLAN <br />HALF EA. STUD <br />k EXTEND <br />STRAP 24" <br />CONT. (2) CS16 STRAP <br />(BLOCK BEHIND) <br />PER PLAN <br />((2)2x MIN.) <br />ADD'L STUD - <br />HOLD DOWN PER PLAN <br />(APPLY OVER SHEATHING) <br />ANCHOR BOLTS PER 1/S06 <br />P.T. 3x6 MUDSILL <br />PER <br />EXTEND STRAP <br />24" AT SIM <br />PER PLAN <br />((2)2x MIN.) <br />o Q <br />v g <br />0 <br />q <br />o a II I a <br />BASEMENT p �p p #4 @ 16"oc, <br />SLAB ELEV. a HORIZ <br />1%2" TYP. <br />GARAGE <br />SLAB aa-------------- <br />ELEV. ° ° as a <br />#4 @ 16"oc, VERT <br />FOOTING PER 1/S07 a a (HOOKAROUND <br />a a a FTG. REINF.) <br />a <br />--------------- <br />a <br />a a 0 <br />a / <br />FOOTING / <br />CONTINUES <br />AT SIM 4 <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 NAILI <br />PER SHEAR WALL <br />SCHEDULE <br />STUDS PER PLAN <br />TOP CHORD SPLICE <br />BOTTOM CHORD SPLICE <br />-4'-0" 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 />1/S06 @ SHEAR WALLS) <br />SHEAR WALL EDGE <br />NAILING <br />� <br />• <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 />HOLD DOWN PER <br />WHERE OCCURS) <br />JAILING PER <br />'WALL SCHEDULE <br />MIN <br />DIATE NAILING (12" oc) <br />'ER SCHEDULE (STAGGERED) <br />0 (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(3) <br />STUD, PLATE, BLOCKING, RIM, PER(3) <br />OR OTHER FRAMING MEMBER <br />TT <br />MI N <br />BUILT-UP MEMBER <br />PER(3) <br />ADJOINING PANEL <br />STUD, PLATE, BLOCKING, RIB" <br />OR OTHER FRAMING MEMBE <br />o�R MIN <br />8a <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"O x 3%". 0.131"Ox3" NAILS MAYBE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. <br />OO 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 />w wr <br />LAP RIM OPTION <br />w w, <br />LAP PLATE OPTION <br />v <br />w w, <br />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 Y2' 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 />MAX <br />3"1 PLATE WASHERS <br />T—CONCRETE STEM WALL <br />PER PLAN <br />P.T. MUDSILL <br />(MUDSILL ANCHOR OPTION) <br />DOWN AND ADD'L <br />'ER PLAN <br />E OCCURS) <br />PER PLAN 3 1 <br />V J <br />y <br />� <br />U <br />o <br />V <br />rTl <br />FL <br />� E <br />o <br />O <br />8 <br />C/ID <br />z <br />w <br />z <br />x <br />z <br />V <br />w <br />z <br />BTLI <br />ENGINEERING P.S. <br />PHONE 4 1S 18. OWe�FPA 4I5%1lJl <br />163A � <br />z <br />s 5666 .,hT <br />ee�evzezz <br />Revision Schedule <br /># <br />DESCRIPTION <br />DATE <br />PERM ITSET <br />09/02/2022 <br />1 <br />CITY COMMENTS <br />05/17/2023 <br />2 <br />REVISIONS <br />11/30/2023 <br />V J <br />J_ <br />Q <br />W <br />0 <br />x <br />1 <br />C <br />(1) <br />O � <br />L <br />C <br />i <br />un <br />O <br />Z <br />cC <br />L0 <br />ED <br />O <br />(3) > <br />O <br />LLI <br />Uj <br />U) <br />i <br />cz <br />2 <br />SAGO <br />THE5T <br />u o a w <br />Sage Homes Northwest <br />9505 19th Ave SE <br />Suite 118 <br />Everett, WA 98208 <br />www.sagehomesnw.com <br />JOB NO.: <br />22-447-02 <br />PLOT DATE <br />09/02/2022 <br />DATE: 09/02/2022 <br />SCALE: Ya" = 1'-0.. <br />DRAWN: BIDS <br />CHCKD: RMH <br />SHEET NO.: <br />S06 <br />