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SHEAR WALL SCHEDULE C. <br /> C. <br /> PER@ SO6(FACE NAIL IN ACCORDANCE wl ANS11AFBPA SDPWS-2015 SECTION 4.3) <br /> PER 1/O6 Q SHEAR ( C <br /> WALLS) Updated 1/2012021 ,U <br /> MINIMUM WIDTH OF NAILED ^Q <br /> S <br /> PANEL FACE OF FRAMING ANCHORAGE TO CONCRETE SEISMIC WINO Ld <br /> SHEATHING EDGE ADJOINING PANEL EDGES FACE NAILING FRAMING CLIPS 0 CAPACITY CAPACITY <br /> WALL © MUDSILL E t) <br /> TYPE NAILING PLATE Q Q5 Z <br /> SINGLE BUILT-UP h/b=3S IVb=3.5 U� <br /> ANCHORBOLTS MUDSILLANCHORS O w <br /> MEMBER MEMBER <br /> SIMPSON I USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE ��.�= r w <br /> REFERENCE TABLE A35 @ 27'oc 240-PIt 240-p1f <br /> Pi-4 1 SIDE 4" Or %"0 @ 60"cc MASAP @ 52"cc Q a - <br /> _ -.-_..._...._. BOTTOM CHORD SPLICE <br /> 1 SIDE 6'x 2x 2x 2x 6"0c w <br /> fiSP JIF:UCTU WIL LTP4 @27"oc 1941plf 194-p1f a =� <br /> TYPE _PSON STROND,,,- A35 @ 18"Be <br /> CI,IVNECTORS SpeL.:al Inspections Required <br /> --_ oc 2,1 2x 2. a'Oc or s/y"0 @ 46"oc MASAP @ 36"cc 284-plf 284-p1f m N <br /> LTP4 @ 18"cc P P <br /> - PRODUCT# PHODUCT4 See Sheet SO @ Jr <br /> Pi-3 1 SIDE 3"oc 3x (2)2x 2x 3'0c A35 ar14« %"0 @ 36"oc MASAP @ 28'cc 450-pit 450-p1f <br /> HOEDOWN HDU2-SD52.5 - PHD2A LTP4 @ 14"cc 366-p4f 366-pit <br /> HOEDOWN HDUn-SDS2.6 PHD4A A35@7j'Oc <br /> C;AT IN. LICE@NSPLICES LTP4@r7Y cc s# ® Dn 568-p1f CL, <br /> HOLDOWN HDUS SDS2 s "HUB P2-4 2 SIDES 4"0c 3x (2)2x 3x (2)Rows.4"oc and /"0 @ 28"cc MASAP 15'cc <br /> --- -'-'-- L—L4'-,." <br /> OATE SPLICE Q CENTERLINE A35 18"oc <br /> Oc 3x x Zx 2"cc Oc A 1 700.If 700-It <br /> HOEDOWN HDU6SD52.5 -,TRU064 OF VERT.STUD,TYP. P2 3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows,3"Oc TP4 a@ntl 4 Oc %"0 @ 22"oc MASAP @ 11"oc 733-p1f 933-pif w V <br /> HOLDOWN STHD14 -- -- @ 18"0C <br /> If <br /> HOEDOWN STHDI4RJ STADt RJ P <br /> TSIB lz 11 xr"xl"' {�Tv 3L <br /> HO DOWN DTi12 PIA ^ A35@8"oc yyg0.if 1640 If Z L u F.s 2 eHER_I IV `Ul] l}J( p2-2 2 SIDES 2"oc 3x (2)2x 3x (2)Rows,2"Oc and VO @ 12"cc MASAP Q 7"Oc p -p <br /> STRAP MEN. LTP4 @ 8"Oc 957-p1f 1338-p1f (� ! <br /> -- STRAP ST2215 --- K,FNlb <br /> STRAP ST6224 I:ST224 TOP PLATE PER 181806 SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.3.7.1.1) <br /> %a'OSB or%,"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 /> STRAP C M kS'15U CRIPPLE STUDS TO `J _1 <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 /> STRAP T. <br /> MASAI MASAP 1A4 r I ti OF Nil, <br /> AS <br /> --- Q (SECTION 4.3.7.1.2.8 SECTION 4.3.7.1.3) <br /> STRAP CMSTCI6 i:n1.STCI6 PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"00.MAXIMUM <br /> RCRIPPLE E IF STUD SPACING SHALL BE i6"ac.SHEATHING NAILS SHALL BE 0.131"0 x 2Yz'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " I \- <br /> TIES LGTz u T _ STUDS NOT FROM THE PANEL EDGES. s, <br /> TIES LTP4 II J <br /> LESS THAN I" r �11 . <br /> TIES LTP5ERMEDIATE NAILING(12"ac) <br /> TIES A34 <br /> TIES A35 1P <br /> HEADER PER PLAN „I �1 <br /> TIES Ht RTI MM <br /> _---_Q_._J _ _ _ Lo..__,.___e <br /> W <br /> TIES H25 t EADD-L FULL <br /> — --" --- ""' ---' 2x HEADER OPENING HEIGHT STUD �' <br /> TIES M25A r @ MIN <br /> EA.ENE) <br /> PANEL EDGE NAILING PER SCHEDULE(STAGGERED] <br /> TOENAILS Z O <br /> EA.E <br /> POST CAP LCE4 ULS STUDS PER PLAN <br /> FASTEN TOGETHER Q3 T M(SECTION 3.7.1.4) <br /> POST CAP EPG4 E n W!12tl 6"oc@ 6"0c THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> POST CAP EPCE6 rI I60 1(1)2x U.O.N.) <br /> ------ -- ------ SINGLE MEMBER <br /> POST CAP CC"062.B I C U PER (FLANVISEj Z w <br /> b.E U U:: -- --._PER('( O J <br /> P ST AT AC1 -IB➢ <br /> - 14 1 3 � OR OTHER FRAMING MEMBER <br /> LL <br /> POSE AP ADS <br /> POST BASE PB44/66_---- _ vV 4 I -- 7 <br /> POSTBASE ABUP4 U4 W L, 1 Q <br /> — <br /> POSFBASE ABU66 I U6 o ADJOINING PANEL EDGES <br /> POST BASE ABA6G P1.11 <br /> MEMBER <br /> DRAG STRUT HTS30C IN W30C <br /> DRAG sTHUr HT330 H1w o _ -� -= -STUD,PLATE,BLOCKING,RIM, <br /> -- -- -- --- --- - OR OTHER FRAMING MEMBER <br /> Ir <br /> uRAos Rur OSCS / �I I T ® 5) <br /> - e ALT.STRAP LOCATION <br /> HANGER Lus ruse/ HEADER PER PLAN !L <br /> HANGER IDS H 'I a <br /> ___, i i PANEL EDGE NAILING - a' <br /> HANGER ITT I H1- ,;I FULL HEIGHT U.I <br /> '- _-- -- CS16x36"STRAPS@ U <br /> HANGER HUIHUC HD FDIL r a WINDOWCORNERS �q" w <br /> Ir 2 2 <br /> LL <br /> HAANGER MID NGER Huy IUF ^. / (APPLY OVER SHEATHING) ADJOINING PANEL EDGES ADJOINING PANEL EDGESLL <br /> { <br /> - - 4 FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1Yz'. <br /> _ I <br /> --' FRAMING NAILS SHALL BE 0.131"0 x 3y".0.131"0 x 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS, j <br /> r (1) AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO <br /> I FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2V"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y2"SHEATHING. <br /> "2x4 FLAT BLOCKING <br /> BEHIND STRAP W Z <br /> 10 9 F 8 . ' .. <br /> �' �' o <br /> PANEL EDGE NAILING _ D <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE U <br /> PLAN(WHERE OCCURS) <br /> FAC NAILING PER LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> E JI <br /> SHEAR WALL SCHEDULE ® (SECTION 4.3.6A.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BET',U.O.N.ALL ANCHORS SHALL.HAVE 3"x 3"x 0.229"PLATE WASHERS,PLATE WASHER SHALL EXTEND TO WITHIN Y"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 Yx OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED, 4 <br /> PANEL EDGE NAILING HOLD DOWN AND ADD'L ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> PER SHEAR WALL STUD PER PLAN m <br /> SCHEDULE (WHERE OCCURS) Y2MAX w <br /> 3"x3"x0.229"PLATE WASHERS m <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE m <br /> STRAP HOLD DOWN PER <br /> PLAN(WHERE OCCURS) w o <br /> % CONCRETE STEM WALL CONCRETE STEM WALL 0 a <br /> PANEL EDGE NAILING <br /> FACE NAILING PER PER PLAN PER PLAN <br /> 7 <br /> PER SHEAR WALL SHEAR WALL SCHEDULE <br /> SCHEDULE P.T.MUDSILL 7­,T <br /> L > <br /> w <br /> K -I <br /> CO(ANCHOR BOLT OPTION) OR OPTION) <br /> HOLD DOWN AND ADD'L <br /> STUD PER PLAN <br /> STUDS PER PLAN (WHERE OCCURS) �__S06 <br /> 4 STUDS PER PLAN <br /> 1 <br />