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tR TOP PLATE PER 13/SO6 <br /> CRIPPLE STUDS TO SHEAR WALL SCHEDULE �I e <br /> STUD-NAIL SHEATHING MATCH WALL STUDS (IN ACCORDANCE w/ANSI/AF&PA SDPWS-2015 SECTION 4.3) U <br /> TO EACH MEMBER w/HALF OF ° ° Updated 5@8/2019 O W <br /> + SHEATHING NAILS MINIMUM WIDTH OF II°NAILED ANCHORAGE TO CONCRETE WIND �I <br /> ____ -------- CRIPPLE ADJOINING LEDGE IN LIP s C TY C <br /> STRAP HOLD DOWN PER PLAN i - _ PANEL APIACIC APACITV <br /> NAIL STRAP OVER SHEATHING ° `�� a �r4 �J WALL OE NG(3)FRAMING <br /> S FACE NAIL G FRAMINGC S ® <br /> STUDS NOT SHEATHING EDGE MUDSILL , <br /> --- NAILING PLATE 4 2 <br /> WRAPPED AROUND BEAM- �j7-�i/ _ REQ'D IF TYPE O Q h/b=2 hlb=2 <br /> �, ALT.STRAP LOCATION LEAST qN 24" ® SINGLE BUILT-UP h/b=3.5 h/b=3.5 <br /> HEADER PER PLAN\ / ��. MEMBER MEMBER ANCHOR BOLTS MUDSILL ANCHORS = C� i <br /> T / i lil I-+•r Fri <br /> SOLIDI BLOCKING BELOW ��i.T' 'i/ A35 @27"oc <br /> BUILT-UP STUDS �/ I' / I�. ° 240-pH 240-pIf <br /> i PANEL EDGE NAILING P1.6 1 SIDE 8"o0 2x 2x 2z W oc or s/a"S 60"oc MASAP(dJ 52"oc <br /> i <br /> 194p1f 194-p1F w <br /> I FULL HEIGHT I ILTP4 @ 2T'oc <br /> HEADER PER PLAN <br /> CS16z38"$TRAPS A35 18"oc 350-p1f 350.p1f <br /> WINDOW CORNERS P14 1 SIDE 4"oc 2x 2x 2x 4"oc s° 284-pH 284-plf <br /> or /a 0�46"oc MASAP 36"oc . <br /> (APPLY OVER SHEATHING) ADD'L FULL LTP4 @ 18"oc <br /> ____ <br /> 2x HEADER @ OPENING HEIGHT STUD e <br /> --.--- if <br /> P1.3 1 SIDE VIM 3x (2)2x 2x 3"oc or /e 0 36"oc MASAP @ 28"oc 450-p1f p <br /> BEAM PER PLAN(NO r W/(2)12d TOENAILS LTP4 @ 14"ac 366-p1f 388-p1f <br /> TOP PLATE AT SIM) /" k Ji�'� ° EA.END STUDS PER PLAN A35 2`oc BTL <br /> FASTENED TOGETHER P 2 1SIDE 2 oc 3x (2)2x 2x 2"oc or °/d'O@20"oc MASAP@18"oc 669-plf — <br /> 590.pN p <br /> i <br /> W/12d @ 6"oc 1 LTP4 @ 7Y2"oc 478-p1f <br /> "2x4 FLAT BLOCKING [(1)2x U.O.N.] ENGINEERINGP.S. <br /> ri�/ �j BEHIND STRAP A35 18"oc 700.PIf 700-pH <br /> / P24 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"oc and %"0 @ 28"oc MASAP @ 15"oc 56B-Plf 56B-plf <br /> r°, �ii LTP4 @ 18"oc ...�..._. <br /> /�/ /r,I✓ oc a 900-PH 900 T• <br /> - -'� -- - - `/'- - P2J 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"oc and /e"O @ 22"oc MASAP 11"oc 733-plf 733-plf <br /> 20 19 18 LTP4 @ 14"a . <br /> A35 @ B"oc 1180.p1f 1640-p1f <br /> — P2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"oc and LTP4 @ 8"oc s/s"0 @ 12"oc MASAP @ 7"oc 957-P1f 1338-pif <br /> - SHEAR WALL SCHEDULE NOTES <br /> (2)2z STUD-NAIL 12d @ 61 (SECTION 4.3.7.1.1) �a°"smmme <br /> SHEATHING TO EACH - (FACE NAIL PER 11SO6 /g'OSB or'%e PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24/0).PANELS SHALL NOT BE LESS THAN 4'x8',EXCEPT Ps ors <br /> MEMBER w/HALF OF @ SHEAR WALLS) AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. a osscmvrioN <br /> SHEATHING NAILS sET2022 <br /> �(2)2z STUD-NAIL SHEATHING4.3.7.1.3) <br /> - Ir comNurrs aoz+ <br /> TO EACH MEMBER w/HALF OF SOLID BLOCKING BELOW Q (SECTION 4.3.NAILI&SECTION 4.3.ALL aenaioNs °axmxi <br /> BUILT-UP STUDS PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING D INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ D AT MAXIMUM <br /> SHEATHING NAILS STUD SPACING SHALL BE 18"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Yz'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST s/e" <br /> STRAP HOLD DOWN FROM THE PANEL EDGES. <br /> PER PLAN NAIL STRAP 1 <br /> STRAP HOLD DOWN�PER PLAN OVER SHEATHINGA <br /> WRAPPED AROUND BEAM- —TOP CHORD SPLICE T / INTERMEDIATE NAILING(12"oc) <br /> NAIL STRAP OVER SHEATHING <br /> BOTTOM CHORDS LICE �I <br /> ----- ------- -- — r' <br /> i <br /> MIN -PANEL EDGE NAILING PER SCHEDULE(STAGGERED) Q <br /> / 4'-1"MIN,BETWEEN SPLICES <br /> 0 (SECTION 4.3.7.1.4) LU <br /> LOCATE SPLICE @ CENTERLINE THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. Q <br /> OF VERT.STUD,TYP. <br /> SINGLE MEMBER (FLATWISE) <br /> PERQ3 <br /> VL/ 0 <br /> BEAM PER PLAN / � STUD,PLATE,BLOCKING,RIM PER 3 <br /> , <br /> 1� 1� OR OTHER FRAMING MEMBER <br /> 157\ X <br /> TOP FLUSH BEAM PER PLAN W/(3)ROWS (2)CS16x36"BEAM <br /> STAGGERED PANEL EDGE NAILING TO BEAM AT SIM s/s" Q ® MIN <br /> MIN ADJOINING PANEL EDGES <br /> PANEL EDGE NAILING <br /> BEAM AT ADJACENT <br /> UNIT AT SIM PARTY WALL PER PLAN �i� SHEATHING&NAILING AT BUILT-UP MEMBER <br /> l PARTY WALL PER PLAN <br /> ,P <br /> PER STUD,PLATE,BLOCKING,RIM, C <br /> y <br /> OR OTHER FRAMING MEMBER C >= 3 <br /> SHEAR WALL EDGE 12d @ 6"oc(FACENAIL PER ® © O <br /> NAILING 1/S06 @SHEAR WALLS) 0 <br /> ___________ EXTERIOR WALL- PER PLAN C Z <br /> 0) <br /> ____ TOP PLATE___ Q CD <br /> CONT.TOP PLATE PER 13/SO6 r{' ATOSIM CONTINUES �s" ® _ <br /> MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> 2x STUDS @ 16".oc i im LU OI <br /> PANEL EDGE 4Q FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Yz'. <br /> SHEAR WALL EDGE <br /> 2 2x HEADE NAILING SHEATHING& FRAMING NAILS SHALL BE OA31"O x 3Y4'.0.131"Ox3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. ui <br /> O FULL HEIGHT NAILING w <br /> 9�i <br /> la' NAILING PER PLAN <br /> II (HALF EA.STUD) © AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBERAND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> ___L _. FASTEN BUILT-UP MEMBERS. <br /> i <br /> f_`- _ - <br /> EXTEND _ 0 <br /> STRAP 24' EXTEND STRAP <br /> 24"AT SIM (z <br /> CONT.(2)CS16 STRAP - <br /> 10 (BLOCKBEHIND) PER PLAN Q ® M <br /> PER PLAN v ® Q <br /> ((2)2x MIN.) ° ((2)2x MIN.) - Q . <br /> ADDT STU PANEL EDGE NAILING <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE Q <br /> PER PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION - A35 OPTION LTP4 OPTION <br /> HOLD DOWN P PLAN SAGEt1OME5 <br /> (APPLY OVER RPLAN <br /> SHEATHING) < FACE NAILING PER <br /> PER PLAN SHEAR WALL SCHEDULE ® (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"x V x 0.229"PLATE WASHERS,PLATE WASHER SHALL EXTEND TO WITHIN NY OF THE Sage Home.Northwest <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 /> ANCHOR BOLTS PER 1/SO6 - -- <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. ssos 19th Ave SE <br /> 18 <br /> 3uxe <br /> Everett,WAA 98208 <br /> P.T.3x6 MUDSILL PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION www.sagehomeenwmm <br /> PER SHEAR WALL STUD PER PLAN <br /> SCHEDULE (WHERE OCCURS) Yz MAX _ <br /> 3"x3"x0.229"PLATE WASHERS >,::• ...' -" -` �� <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE JOB NO.: <br /> BASEMENT v �j - v #4 @ 16"ac, .'- 22-447-02 <br /> SLAB ELEV. HORIZ re; '• <br /> __________ __________________ STRAP HOLD DOWN PER s' _ <br /> ` 1Y2"TYR PLAN(WHERE OCCURS) PLOT t_ _ <br /> GARAGE _ ------------ - ` CONCRETE STEM WALLr�' "•- "•-' CO NCRETE STEM WALL PL DA TE <br /> 09/022022 <br /> FACE NAILING PER PER PLAN R PLAN <br /> H <br /> ELEV. J ` PANEL EDGE NAILING " <br /> _ #4 @ 18"oc,VERT SHEAR WALL SCHEDULE <br /> FOOTING PER 1/507 ( OOKAROUND PER SHEAR WALL P.T.MUDSILL P.T.MUDSILL DATE: 09/022022 <br /> FTG.REINF.) SCHEDULE _ SCALE: Ya'=1'-0" <br /> ` - ©(ANCHOR BOLT OPTION) ©(MUDSILL ANCHOR OPTION) DRAWN: BIDS <br /> ` - HOLD DOWN AND ADD'L CHCKD: RMH <br /> -- ] --- STUD PER PLAN <br /> FOOTING J (WHERE OCCURS) SHEET NO.: <br /> CONTINUES STUDS PER PLAN <br /> AT SIM 4 STUDS PER PLAN 3 1 S 6 <br /> 5 <br />