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120 @ 6"oc(FACE NAIL SHEAR WALL SCHEDULE I w <br /> PER 1/SO6 @ SHEAR (IN ACCORDANCE w/Al SDPWS-2015 SECTION 4.3) C`� <br /> WALLS) Updated 1120/2021 ]W <br /> MINIMUM N4OTH OF NAILED N <br /> FACE OF FRAMING ANCHORAGE TO CONCRETE LD Z <br /> PANEL G SEISMIC WIND VI j ADJOINING ® CAPACITY CAPACITY Si <br /> WALL SHEATHING EDGE O MUDSILL FACE NAILING FRAMING CLIPS l <br /> TYPE NAILING PLATE ld) Q - - DUI o o Z <br /> SINGLE BUILT-UP = <br /> ANCHOR BOLTS MUDSILL ANCHORS h/b=3.5 IUb=3.5 4O = ;� <br /> MEMBER MEMBER w <br /> SIMPSON I USP COMMONLY USED COl IuN3.CROSS TOP CHORD SPLICE REFERENCE TABLE A35@27"oc E 241 240-of I U <br /> P1fi 7 SIDE 6"oc 2x 2x 2x 6 oc ar /y"0 @ 46"oc MASAP Q a <br /> BOTTOM CHORD SPLICE LTP4 @f 27"oc �•0 @ 60"oc MASAP Q 52"oc Z8 plf 284p1f a ~S <br /> iYl'E SIMPSON SIR--�N,�-II_ ,.f ,,{. p <br /> ')'EFi- ^dl II1SpeCt�O11S Required A35@18 oc 35O-plf 350-p1f mm <br /> P1-4 1 SIDE 4"Do 2x 2x 2x 4"oc @ 38"oc <br /> _-- LTP4 @ 18'oc <br /> PROOUCTN J!µ See Sheet SO s <br /> A35 Q 14'OG 450.p1f 450.p1f tr <br /> HOLDOWIJ HOU2 SOSe.S P1 3 1 SIDE 3"00 3)( (Z)zx 2>t 3"OC Or Yli'0 3fi"00 Ill AP @ 28 oc 366-plf 366-p1f <br /> HOLDOWN How sos r ----- LTP4 @ 14"ac <br /> 4'-0"MIN.BETWEEN SPLICESPI-2 A35 @ 7n oc <br /> go <br /> MA, 478-pIf Sill <br /> nOLoowN nDuS aoaz: OF VERT$STUD TyPENTERLINE P2 4 z SIDES 4^oc 3 z>2x 3x z)RowsL4 0o A35 18,0C a"0 @ 2e"oo MASAP @ 75 oc 566-pit sse-Pu v�h., <br /> LTP4 7Y:"oc P P <br /> HOLDOM HOST DI_t$ L @ @ �'0c 733-p1F 733 plf W '' <br /> 410LDUWN STHD14 LTP4 18°Dc <br /> lf <br /> A35 @ 14 oc <br /> HOLDOwN STHD1 I P2-3 2 SIDES 3"oc 3x (212x 3x (2)Rows 3'oc antl %"0 @ 22"Do MASAP 11"oc p p <br /> LTP4 @ t4"oc (7y 's <br /> -- or", <br /> HULDowN A35 8 oC Al s 1180-p1f 1640-p1f <br /> 1^ 1Q <br /> P2-2 2 SIDES 2"oc 3x (2)2x 3. (2)Rows,2 oc °J LTP4 @ 8'oc "0 @ 12"oc MASAP @ 7"oc 957-If 1338-Pif E <br /> - <br /> --STRAP - <br /> STRAP ST2215 <br /> STRAP srGeJn TOP PLATE PER 18/S06 SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.3.7.1.1) <br /> RAP cSl CRIPPLE STUDS 70 Aa'OS <br /> U D RI PLYWOOD SHEATHING MI SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF ED T.PANELS SHALL ER O LESS THAN 44x8',EXCEPT t <br /> -- ----- - --- MATCH WALL STUDS AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 1 <br /> - AS <br /> STlLi MA A M:.AI' <br /> _— _ ® (SE"TION 4.3.7.11&SECTION 4.3.71t) <br /> r1A t,MSTG 1� -' PAi;' TH SHEATHING NAILS @ 12'oc.MAXIMUM <br /> CRIPPLE EL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS Y' <br /> STL' NAILS SHALL BE LOCATED AT LEAST%" 1 1 <br /> �_ LGi2 STUDS NOT <br /> FRt•D SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x�".PLYWOOD EDGE NAILING SHALL BE STAGGERED. <br /> --- _---- --- )1P4 l IF M THE PANEL EDGES. <br /> lIE � <br /> LESS THAN 24" 1 . <br /> I <br /> INTERMEDIATE NAILING(12"ac) <br /> TIC All ', I <br /> MIN <br /> i I 1 <br /> , I <br /> HEADER PER PLAN <br /> "ES HI <br /> -- I Es H[` -ADD'L FULL -----'--, - - - 1.Le-------' z <br /> -'- '--- --- 2x HEADER @ OPENING HEIGHT STUD %" 'GERED) <br /> ilt HZ uA r WI(2112d TOENAILS MIN PANEL EDGE NAILING PER SCHEDULE(STr' <br /> EA.END <br /> STUDS N ST AI - -_�_ FASTEN PER PLAN ® T E MINIMON .3.7.1.4) <br /> FASTENED TOGETHER THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE, <br /> 1 EPG44 t W/12tl @ 6bc <br /> r T EPc6G I„ l(1)2x u.o.N.1 <br /> - _..- _. SINGLE MEMBER (FLATWISE) > <br /> AP L OSObt.i <br /> P J 1 E(CO I)S <br /> - - - O <br /> i AI AC4 ^ w^ STUD PLATE BLOCKING,RIM, PER <br /> 4 13 OR OTHER FRAMING MEMBER 7 <br /> {(1 llll ACG <br /> P .11' I B44I d 41 1 1 Z <br /> -PU T BASE A6U 4 �4' 1 ' 1 <br /> Pose BASE ABU69 h.,ul,,; o ADJOINING PANEL EOGE6 J <br /> PL S T BASF. ABA66 - --- <br /> _-_ .. <br /> _.DRAG STRUT NTBJ BUILT-UP MEMBER <br /> UI: -' ----- --�-- <br /> E,BLOCKING <br /> -DRA STRur HTSBn -- y _ -- „I I I = r n.r P®Q ORUOTHERTFRAMNG ME'RIM. <br /> BE <br /> URA( 1TU'I DSLS ALT.STRAP LOCATION <br /> ----- 1 ! HEADER PER PLAN <br /> IWNGF.H LUS4� aE�11 <br /> �Lz , uJ <br /> HAHOBH lus PANEL EDGE NAILING --It1ANGER ITT FULL HEIGHT 6x RAPS @ (j)HA ux HU/lul: . I o WI D COR SHEA �:: LJ.I E41 36" 2N OW(APPLY OV THING) ADJOININGPANCLEDGES ADJOINING PANEL EDi'c MIV <br /> -'--- ---' -- -- - - _ (1) FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1J'2' O <br /> .I:R _ <br /> HANGER Hub — FRAMING NAILS SHALL BE 0.131'0 x 3Ye'.0.131"0 x 3'NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. <br /> Q AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT VIP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO U <br /> FASTEN 6UILT•UPMEMBER6.U6E0.131"0XZYa•NAILSATLTP4CLIPWHENINKALLEDOVERY2�SHEATHING. .. <br /> I 2x4 FLAT BLOCKING <br /> BEHIND STRAP LLJ Z <br /> 0 0 0 � <br /> o / ca Z) <br /> PANEL EDGE NAILING f <br /> STRAP HOLD DOWN PER�\ PER SHEAR WALL SCHEDULE Q <br /> PLAN(WHERE OCCURS) LTP4 OPTION <br /> FACE NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION <br /> SHEAR WALL SCHEDULE ® <br /> AN'TO 4.3.6.4.3) ASHERS.PLATEWASHE' SHALL EXTEND TO WITHIN)/,,OF THE <br /> ° EDI;E OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.F SHEATHINGS ON BOTH SIDES OS SHALL HAVE 3" 3" 0.229'PLATEF THE WALL,STAGGER THE ANCHOR BOLTS•AS REQUIRED.80 THAT <br /> - HALF OF THE PLATE WASHERS ARE WITHIN Yi OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. 4 'I <br /> k_ <br /> PANEL EDGE NAILING J HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION C <br /> PER SHEAR WALL STUD PER PLAN tn <br /> " Co <br /> SCHEDULE (WHERE OCCURS) h <br /> 3"x3"x0.2 g°PLATE WASHERS (- <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE bi <br /> w <br /> STRAP HOLD DOWN PER _PLAN(WHERE OCCURS) LUo <br /> CONCRETE STEM WALL CONCRETE STEM WALL < NPANEL EDGE NAILING FACE NAILING PER PER PLAN PER PLAN <br /> PER SHEARWALL SHEAR WALL SCHEDULESCHEDULE L P.T.MUDSILL w l6J(MUDSILL ANCHOR OPTION) <br /> HOLD DOWN AND ADD'L OPTION) - <br /> STUD PER PLAN ///III��� <br /> STUDS PER PLAN \\ (WHERE OCCURS) S 0 6 <br /> 5 4 <br /> `STUDS PER PLAN 3 <br />