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12tl@6"oc(FACE NAIL SHEAR WALL SCHEDULE <br /> PER 1/SO6 @ SHEAR (IN ACCORDANCE w)ANSI/AF&PA SDPWS-2015 SECTION 4.3) r^+ <br /> WALLS) Updated 1/20I2021 G <br /> MINIMUM MOTH OF NAILEDPANEL n s <br /> FACE OF FRAMING@ ANCHORAGE TO CONCRETE SEISMIC WIND W <br /> SHEATHING EDGE ADJOINING PANEL EDGER FACE NAILING FRAMING CLIPS <br /> WALL ® MUDSILL Ofi CAPACITY CAPACITY - <br /> TYPE NAILING PLATE 4Q h/b=2 h/b=2 a ~Z <br /> SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS Nb=3.5 h/b=3.5 <br /> MEMBER MEMBER LL 2: 5 w Q <br /> SIMPSON I USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE <br /> REFERENCE TABLE Pi-6 1 SIDE 6"cc 2x 2x 2x 6"oc A35 @ 27"oc „m @ 60•oe MASAP @ 52"cc 19aplf lsapu Q <br /> BOTTOM CHORD SPLICE LTP4 @ 27"oo p a , <br /> ttPE 61MPSON STRONG-IE UI';P S fRUCTURAL A35 @ 18"OC 350-p1t 350-pit O <br /> CUNNELTDR6 spe=.'..al Inspections Required <br /> P14 1 SIDE 4"oc 2x 2z 2x a"oc or "0 @ 4W oc MASAP @ 36"cc m m <br /> - PRODUCT# r•RODUCT# See Sheet SO A35@14"ac 284p1f 284p1f r <br /> PI-3 1 SIDE 3"cc 3x (2)2x 2x 3"ac or %"0 @ 36"oc MASAP @ 28"oc 450.p1f 450-pif <br /> HOEDOWN HDU2-SDS2,5 PHD2A LTP4 @ 14"cc 36S-pif 366-plf <br /> HOLOOWN HDWSDS2.5 HU <br /> 4'-0"MIN.BETWEEN SPLICES <br /> A3 f 2'cc 590-pif 820.p1( <br /> P7-2 i SIDE 2"cc 3x (2)2z 2x 2"cc %"0 @ 20"cc MASAP Q 18"Oc q78-plf 669-p1f cn <br /> HULUOwN HDU5-5052.5 IIIDIA LTP4 @ 7Y"cc <br /> — -- ---- LOCATE SPLICE @CENTERLINE A35 @ 18 oc <br /> P. <br /> HOLDOWN HOUB-SDS2S iu. OF VERT.STUD.TYP. 700.IF 700.pi( <br /> P2-0 2 SIDES 4"oc 3x (2)2x 3x (2)Rows,4"cc and %"0 @ 28"cc MASAP @ 15"oc p .7 <br /> LTP4 @ 1g cc 568-pif 568-pif z .� <br /> HOLDUWN STHD14 rFDf I-y $W <br /> -- - A35 @ 14"cc <br /> 900-pif 900-of <br /> - �+ <br /> HOLDowN sTHD14RJ s TAL I IiJ P2-3 2 SIDES 3"oc 3x (2)2x 3x (2)Rows 3"cc and �'0 @ 22"cc MASAP @ 11"cc 733-pif 733-plf CTa <br /> LTP4@14"oc W°a <br /> SI <br /> HOLUOWN DTTiZ P AtE WASHER A35@8 pt 5 1180.DIf 1640-pif qqy <br /> - ��• 19 18 P2-2 2 SIDES 2"cc 3x (2)2x 3x (2)Rows,2"oc and /"6 @ 12"oc MASAP Q 7"oc p <br /> — 957p1t 1338-p1f <br /> STRAP MST48 8"cc <br /> I t 12 LTP4 @ Z.y <br /> A <br /> STRAP ST2215 ic D`' <br /> --- -- SHEAR WALL SCHEDULE NOTES <br /> STRAP ST6224 SI' + TOP PLATE PER 18f506 <br /> (SECTION 4.3.7.1.1) <br /> STRAP CSts R 150 CRIPPLE STUDS TO Tiu"OSB or'%,"PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4'x8',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 /7 <br /> STRAP MASA I-SAP -101.ASNT1i+ <br /> A Q2 (SECTION 4.3.7.1.2.&SECTION 4.3.7.1.3) -1• •r <br /> STRAP CMSTLIu 1 TC c PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oC.MAXIMUM � <br /> --'-- --'_ _-- CRIPPLE STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2Yj'.PLYWOOD EDGE NAILING SHALL BE STAGGERED,NAILS SHALL BE LOCATED AT LEAST%" <br /> TIER LGT2 UGT. STUDS NOT FROM THE PANEL EDGES. <br /> }, <br /> TIE LT14 MP4F LE SE THAN 24" r e fKA' <br /> TIE L r 4 MIN IPBF <br /> A34 TIES NN, INTERMEDIATE NAILING IT 2'oc) <br /> n1P34 I III <br /> l I I i II <br /> -1E A35 IPA I HEADER PER PLAN <br /> TIES H15 I. M <br /> TIES H2.5 HI-/ —ADD'L FULL �„ Z <br /> ------'-- -- --"- ---"-- 2x HEADER @OPENING HEIGHT STUD MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED] O <br /> IIES H2 5A Rt _ W/(2)12d TOENAILS <br /> EA.END <br /> POST CAP LCE BES' STUDS PER PLAN O 3 (SECTION 4,3.7,1.4) <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 /> PORT CAI• EPC44 L P Al 4 W/12tl @ 6'oc `j <br /> .__.._ [(1)2x U.O.N.] <br /> POST CAP EPC68 ePCMR4 <br /> SINGLE MEMBER (FLATWISE) <br /> POSTCAP LCOSOS2.5 K"(1 _y_J— <br /> POST CAP ECCOSOS2.5 'EC Q rr I -I PER(3) PER03 O W <br /> PLATE,BLOCKING.Rim, <br /> POST CAP AC4 re'r4 14 13 �ORUOTN R FRAMING MEMBER <br /> Pusr LAR _. Aa I PBSB <br /> POST BASE PB44I 6c llEl4 I Is <br /> ADJOINING PANEL EDGES <br /> POST BASE ABU44 PAU4 2 U 3�4' 1 1 1 <br /> POST BASE -- ABU&" _ - PAU4 W, <br /> POST BASE ABAG -..-� -6GE . . J <br /> _ ______ ___....__._ BUILT-UP MEMBER <br /> DRAG STRUT HTS30C I t WJ3 <br /> PER(a) — <br /> DRAG STRUT HTS]U HiW J "' -- _ r T <br /> r _ _ - --2_ -STUD,PLATE,BLOCKING,RIM, <br /> DRAG STRUT OSCS U I ALT STRAP LOCATION ® OR OTHER FRAMING MEMBER <br /> — - --- — i^ HEADER PER PLAN I <br /> HANGER LOS —T .U+ <br /> HANGER US tHF j j PANEL EDGE NAILING — <br /> HANGLR I>7 MID FULLHEIGHT " W <br /> . WINDOW CORNERS CST 6x3fi RAPS@ <br /> HANGER Flu I HUc ID HDIF — CORNERS �q Ll.l <br /> I <br /> - - --- I ADJOIIJING PANEL EDGES ADJOINING PANEL EDGES <br /> HANGER Mlu rHF (APPLY OVER SHEATHING) LL <br /> O <br /> ® <br /> L — <br /> -- -- — FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1y;'. <br /> HANGER Huy lau`' 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. <br /> I © AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO 0 <br /> FASTEN BUILT-UP MEMBERS.USE 0.131"0 x 2Y"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y2 SHEATHING. <br /> I ; '2x4 FLAT BLOCKING <br /> BEHIND STRAP W Z <br /> -Ilk <br /> 0 o o <br /> PANEL EDGE NAILING <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE © U <br /> FAC NAILING PER <br /> PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> E <br /> SHEAR WALL SCHEDULE © (SECTION 4,3.64.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"­1"x 0.229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Y2"OF THE <br /> 71 <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 /> PANEL EDGE NAILING HOLD DOWN AND ADD'L PER SHEAR WALL ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> STUD PER PLAN m <br /> SCHEDULE (WHERE OCCURS) Y MAX y <br /> 3x3"x0.229"PLATE WASHERS <br /> FACE NAILING PER � <br /> STUDS PER PLAN SHEAR WALL SCHEDULE m <br /> w <br /> li a <br /> STRAP HOLD DOWN PER <br /> PLAN(WHERE OCCURS) <br /> - —CONCRETE STEM WALL - CONCRETE STEM WALL 0 <br /> FACE NAILING PER PER PLAN PER PLAN <br /> PANEL EDGE NAILING SHEAR WALL SCHEDULE <br /> PER SHEAR WALL P.T.MUDSILL P.T.MUDSILL > o <br /> SCHEDULE w <br /> m <br /> C�(ANCHOR BOLT OPTION) O(MUDSILL ANCHOR OPTION) <br /> HOLD DOWN AND ADD'L <br /> STUD PER PLAN <br /> (WHERE OCCURS) S O 6 <br /> STUDS PER PLAN J <br /> 5 A STUDS PER PLAN 3 1 <br />