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12d@ 6"oc(FACE NAIL <br /> SHEAR WALL SCHEDULE <br /> PE <br /> PER 1/SOB @ SHEAR (IN ACCORDANCE w/ANSI/AF&PA SDPW6-2015 SECTION 4.3) <br /> WALLS) Updated 1/20/2021 <br /> MINIMUM MOTH OF NAILED -`T <br /> PANEL FACE OF FR W <br /> AMING@ ANCHORAGE TO CONCRETE SEISMIC WIND <br /> ADJOINING PANEL EDGES <br /> WALL SHEATHING EDGE (3) MUDSILL FACENAILING FRAMINGCLIPS ® CAPACITY CAPACITY <br /> TYPE NAILING PLATE 1) © Nb=2 h/b=2 C - <br /> - ® SINGLE BUILT-UP <br /> ANCHORBOLTS MUDSILLANCHORS h/b=3.5 h/b=3.5 <br /> SIMPSON/USP COMMONLY USED CONNECTIONS:CROSS TOP CHORD SPLICE MEMBER MEMBER <br /> REFERENCE TABLE PIE 1 SIDE 6"oc 2x 2. 2x 6"oc A35 Q 2T oc % @ 60"a MASAP @ 52"oc ,�pG 19�lf d BOTTOM CHORD SPLICE LTP4 @ 21-oc -- <br /> - TYPE SIMPSON STRONG-rIE ii:�P:�I f;I�i;IUR�.I. " A35@18'oc LlF <br /> c.GNNECIORS pt�, al Inspections Required <br /> _ P14 1 SIDE 4"oc 2x 2x 2x 4'oc or %"0 @ 46"oc MASAP @ 38"oc 350-pif 350-P1f m <br /> PRODUCT# :LU:T9 See Sheet SOI LTP4@78"oc 284p1f 284p1f <br /> A35 @ 14"oc 450-pif 450-plf h: <br /> HOLDO- HOU2-SDS2.6 'I ID2h Pt-3 i SIDE 3"oc 3. (2)2x 2x 3"oc or 5"0 @ 36"oc MASAP @ 28"oc 366-01f 366-of <br /> LTP4 @ 14"oc <br /> HOLDOVJN HW450S2.5 Ii IUah A35 @ 7 2"oc 590.p1f 820-pif <br /> L—,4'­0'AMI...ETWE... SPLICES.A00WN HDUS SDS2 s H Pt-2 i SIDE 2"oc 3x (2)2x 2x 2"oc °f 478p1f 669-pif n'O@2O'oc MASAP@18"ocLTP4 @ 7Y"ocHDue-SDS2.5 OCTEPLICE@CENTERLINE A35@18'oc <br /> _- _ OF VERT.STUD,TYP. P24 2 SIDES 4"oc 3x (2)2x 3z (2)Rows,4"Oc aDd %"0 @ 28"oc MASAP @ 15"Oc 700.Plf 568-Plf � 'I <br /> HCLlOWN STH014 - L - - LTP4@18'DC P z <br /> -_-- --- - 568p1f 568-If <br /> H LDowN STHD14RJ L P2-3 2 SIDES 3" .3"oc A35 @ 14'oc <br /> —- - y 900p1f 900 pif <br /> oc 3x (2)2x 3z (2)Rows /' - <br /> - -- " 0 @ 22"oc MASAP @ 11"oc <br /> - 733-p1f 733-p1f <br /> LTP4 @ 14 oc W T <br /> H-1004vN DTTtl P( IJ H_. - 1^ 1^ A35@8"oc 5 t180.pif 1340-0 / <br /> JU VX P2-2 2 SIDES 2"oc 3x (2)2x 3z l2)Rows.2"oC LTP4ar1tl8" /¢"0 @ 12"oc MASAP @ 7"oc 957plf 1338-of F�• <br /> ..-_._ STRAP MST48 ___ @ - <br /> STRAP ST2215 i. . <br /> SI NAP 6T622a ,.:r_:. TOP PLATE PER 18/506 SHEAR WALL SCHEDULE NOTES <br /> - (SECTION 4.3.7.7.7) <br /> -- OSB or%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 /> STRAP c51e ,,. MATCH WALLS STUDS <br /> t 7, <br /> AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. >� � <br /> MATCH WALL STUDS <br /> STRAP MASgI MASAF <br /> -- --- - -- - -- Q2 (SECTION 4.3.7.7.2.S SECTION 4.3.7.1.3) <br /> STRAP CMSTCIti PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oC.MAXIMUM 4- <br /> -- --'-'" -- --- "- CRI <br /> T1E5 LGT2 PPLE STUD SPACING SHALL BE 16"oc.SHEATHING NAILS SHALL BE 0.131"0 x 2 z".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST <br /> STUDS NOT � FROM THE PANEL EDGES. s { <br /> REOD IF <br /> Y'T4Mq�j fiE1�' 'tt.� <br /> TIES LTPt lAV4F LESS THAN <br /> 24" 1 �1L,1,NL l.,j,yY <br /> TIES LIPS INTERMEDIATE NAILING(12"oc) — <br /> .._ ... MIN <br /> fiE6 <br /> TIES HEADER PER PLAN <br /> TIES H1 <br /> II <br /> co <br /> TIES H -ADD'L FULL <br /> --- --" -'— -' 2x HEADER @ OPENING HEIGHT STUD '/n" <br /> fi25A r _ W1(2)12d TOENAILS MIN PANEL EDGE NAILING PER SCHEDULE(BT` RED) O <br /> -. EA.ENO z <br /> Pc s r C F LCE4 - STUDS PER PLAN <br /> -- --- _"- - FASTENED TOGETHER OO (SECTION 4.3.7.1.4) <br /> i U 1(AI EPG44 W112d @ 8'oe THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE <br /> PG T CAI EPC i I - - I(1)2x U.O.N.1 SINGLE MEMBER <br /> (; (FLATWISE) PER® <br /> F ',T CCO-SDS15 (J <br /> PER 3 Z W <br /> T C P I ECC08DS2 5 <br /> ---- -' --- ___—STUD,PLATE,BLOCKING,RIM, <br /> I P AC4 14 13 / OR OTHER FRAMING MEMBER O W <br /> .11 AP f AC4 z i <br /> EUSI BASE PD fis , ' '�I �- I <br /> POSTB SE ABU4i <br /> P0.ST dA`E AOU65 J ADJOINING PANEL EDGES <br /> P IS-Bqb ABA6u -� <br /> -- -- 1 --- - ---- - tt ® - --�— <br /> .RAGSTRUT HTS STUD, <br /> D,PLATE.BLOCKING, <br /> MEMBER <br /> -- - - ? PER(a) <br /> H <br /> HER <br /> , ;' 1_- <br /> PER <br /> __.RAG <br /> URAG STHUr I ORAL lFUI H S34 DSCG - _- - <br /> ("I ALT.STRAP LOCATION <br /> ------ HEADER PER PLAN <br /> HANGER LUR U• I i (4) W <br /> GEH ILE <br /> PANEL EDGE NAILING <br /> HANGER ITT FULL HEIGHT _ LU <br /> " <br /> I .... _. /'CS16x36'STRAPS @ () 0 <br /> H t Ert HU/HUC LI n / WINDOWCORNERS Y4' LU <br /> _ - - '/// ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> HANGER MIU I (APPLY OVER SHEATHING) <br /> ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 1y". <br /> __- - FRAMING NAILS SHALL BE O 131"0 x 3&.0.131'0 z 3"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2z MEMBERS WITH NO SPACERS. >- <br /> Q5 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.USE 0.131'0 x 2Y22"NAILS AT LTP4 CLIP WHEN INSTALLED OVER 74"SHEATHING. <br /> 1 12x4 FLAT BLOCKING <br /> e BEHIND STRAP Z <br /> ® n� O <br /> 0 � <br /> PANEL EDGE NAILING _ \\ <br /> STRAP HOLD DOWN PER PER SHEAR WALL SCHEDULE <br /> PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> FACE NAILING PER <br /> SHEAR WALL SCHEDULE (E) (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE T',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 WITHINY2"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 2 <br /> PER SHEAR WALL STUD PER PLAN m <br /> SCHEDULE (WHERE OCCURS) Yz MAX N <br /> 3"x3"x0.229"PLATE WASHERS <br /> FACE NAILING PER _ ~ <br /> STUDS PER PLAN SHEAR WALL SCHEDULE - of <br /> of <br /> 1� a <br /> *HOLD <br /> TRAP HOLD DOWN PER <br /> AN(WHERE OCCURS) W o <br /> CONCRETE STEM WALL - \ - `-CONCRETE STEM WALL < N <br /> CE NAILING PER PER PLAN \ PER PLAN i <br /> PANEL EDGE NAILINGEAR WALL SCHEDULE <br /> PER SHEAR WALL P.T.MUDSILL P.T.MUDSILL > O <br /> SCHEDULE <br /> (J(ANCHOR BOLT OPTION) -U(MUDSILL ANCHOR OPTION) <br /> DOWN AND ADD'L <br /> UD PER PLAN <br /> HERE OCCURS) ^O/1STUDS PER PLAN \v VhTUDS PER PLAN 3 1 <br />