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12d a 6'oc(FACE NAIL SHEAR WALL SCHEDULE <br /> PER 1/SOG Q SHEAR (IN ACCORDANCE W ANSI/AF&PA SDPWS-2015 SECTION 4.3) r:^ <br /> WALLS) Updalsd 1/20/2021 j C� <br /> MINIMUM WIDTH OF NAILED <br /> FACE OF FRAMING C ANCHORAGE TO CONCRETE LU �,Z <br /> PANEL ADJOININGPANEL EDGES SEISMIC WIND 0 (� <br /> WALL SHEATHING EDGE ® MUDSILL FACE NAILING FRAMING CLIPS CAPACITY CAPACITY ❑ x <br /> _ TYPE NAILING PLATE ® ® Wb=2 h1b=2 k� <br /> --- "' SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS Nb=3.5 h/b=3.5 U 5 TT,1n <br /> MEMBER MEMBER >.G <br /> SIMPSON I USP COMMONLY USED CONNtc TIONS:CROSS TOP CHORD SPLICE �_ w y <br /> REFERENCE TABLE A35@27"°° s 240-p1f 240-p1f U • W <br /> P1� 1 SIDE 6"oc 2x 2x 2x 6"oc or /'0 60"oc MASAP Q 52"oc Q <br /> l BOTTOM CHORD SPLICE LTP4 @27"oc 194-p1t 194-Of <br /> TYPE SIMPSON STRON�hkI :'ik IUkAL D. I- <br /> t,NrIFt YJR4 j' Lt'.. J Inspections Required A35(�18"oc <br /> ._--__ -_. ._._ _ .. P14 1 SIDE 4"oc 2x 2z 2x 4"oc (�38"oc 284-p1f 2B64-Of m m <br /> or W'0 @ 46,.oc MASAP <br /> "-- """"-" LTP4 @ 18"oc <br /> PRODUCTS _ LP.;'Lon See Sheet SO -- -- ----- -----_ -- m <br /> ._....__.._.._..._...__-._— A35�14"0° 450-p1f 450-plf c <br /> HOLDOWN HDu2sO5'L.5 r++.lD<A P7.3 1 BIDE 3"oc 3x (2)2x 2z 3"oO or "0�+36"oc MASAP({I 28"°c 366-plf 386-P1f <br /> HOLOOWN HDW-SDS25 •HI ? A35 @ 7 o° <br /> MIN.BETWEEN SPLICES 590-p1f 820-p1f <br /> r P1-2 1 SIDE 2"oc 3x (2)2x 2x 2'oc or /s'0 Q 20"oc MASAP @ 18"oc <br /> HOUJOwN HDU5.SO52 5 !•![r LTP4 @ 7Y oc 478-p1f 669-p1f <br /> -ill -- ---LOCATE SPLICE Q CENTERLINE A35 18 <br /> HOLDOWN HOUBSDS2.5 11 OF VERT.STUD,TYP. ® 700-Pli 700-p1f <br /> _._. P2.4 2 SIDES 4"oc 3x (2)2x 3z (2)Rows,4"oc and W'0 Q 28"oc MASAP g 15"oc SBB-DIf �88 5 <br /> HOLDOWN STHO14 F LTP4(�18'oc -p1! >�I± <br /> HOLDOWN STHD14RJ I 1'.+ 4F P2-3ESIDES 3"oc 3x (2)2x 3z (2)Rows,3"oc and "0 Q 22"oc MASAP U IV. 900-DIf 900-p1f <br /> LTP4(�14"oc 733-p1f 733-plf <br /> HULr OwN OTTIz l 1L� IRR 1 A 1 g35 Sna ac 11B0-plf 1640-P1f gf <br /> `_I JU P2-2 2"oc 3x (2)2x 3. (2)Rows,2"oc LTPa®8-oc 0(gn 12"oc MASAP�y 7"ac 957-PIf 7339-p1f n <br /> SI RAP MS1'46 <br /> STRAP ST2215 +:•I..Iu ........ W - <br /> - SHEAR WALL SCHEDULE NOTES <br /> S THAP ST6224 TOP PLATE PER 18/508 <br /> _ �" (SECTION 4.3.7.1.1) <br /> STRAP CS16 CRIPPLE STUDS TO OS h <br /> B or 1° PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN Txv,EXCEPT <br /> --' MATCH WALL STUDS AT BOUNDAx" tt ` <br /> - -'-----''-'—"'-- ''-'"""' -' _ -- RIES AND CHANGES IN FRAMING.ALL EDGER OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED 70 FRAMING MEMBERS OR BLOCKING. l <br /> STRAP MASA/MASAP <br /> --L -- -,- ® (SECTION 4.3 7.1.2.6 SECTION 4.3.7.1.3) .I <br /> STRAP CMSTCIS PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS a lZoc.MAXIMUM + <br /> __` ""-- - CRIPPLE i STUD SPACING SHALL BE 16"oo,SHEATHING NAILS SHALL BE 0131"0 x 2Y2".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST " MN-`r'- <br /> TIES WT2 r I.L STUDS NOT 1 FROM THE PANEL EDGES. <br /> .. ...._- REQ'D IF 1 ` `W(�'glr.yT' <br /> TIES LTP4 I:I r LESS THAN 24" <br /> _ 4 <br /> TIES _ LTPS �.I 1 INTERMEDIATE NAILING(12"oc) <br /> TIES A34 I.I.�1 � j i i MIN <br /> 'PIES A35 1 <br /> HEADER PER PLAN <br /> TIES H1I.L•..__,.___•- �/�� <br /> N1 <br /> TIES H25 <br /> ADD'L FULL ._.._.._.. <br /> 2x HEADER E OPENING HEIGHT STUD / PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> --OI:S -- _-_- H25A _ I+ --- W/(2)12d TOENAILS MIN � O <br /> POST CAP LCE4 EA.END STUDS PER PLAN <br /> -- -- FASTENED TOGETHER Q3 (SECTION 4.3.7.L4) <br /> POST"AP EPf. L W/12d a 6"oc THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> FOSICAP E1066 [(1)2%U.O.N.) <br /> — - -----POST VAN CCU-SU52 SINGLE MEMBER <br /> (FLATWISE) <br /> '�. <br /> POSTCAP ECCO-SOS2.1 <br /> PER <br /> voS'r AP AC4 r STUD PLATE BLOCKING RIM, PER(3) O ,,1 <br /> - - ---- 14 13 �OR OTHER FRAMING MEMBER�� 1 W <br /> POST CAP AC6 r , <br /> PDST BASE P814166 w <br /> POST BASE ASW4 <br /> y <br /> f OS'r SASE AB® ��' r�i�; <br /> —ADJOINING PANEL EDGES <br /> PUS'I'BASE ASAfiS .. <br /> BUILT-UP MEMBER <br /> DRAG STRUT HTS30C r111110 <br /> PER(3) <br /> DFNG STRUT HT530 ­11 - _- ���"'— i-STUD,PLATE,BLOCKING,RIM, <br /> 11 ----- ---�---- ----- 4 OR OTHER FRAMING MEMBER _ <br /> )RAG rl'UI OScS +. I• ALT.STRAP LOCATION -d) <br /> PER PLAN r <br /> IiAN(aCR LU8 <br /> HANGER IUS �.i II 'Il W <br /> • <br /> PANEL EDGE NAILING --- <br /> HANGEF. ITT • FULL HEIGHT • W <br /> __ -_.._.._._._._. ___ - ___ • WINDOWCORNERS �4" :A.I.ININ. <br /> W11-IaLR HUIHUG NI IWNIuER Mlu �,� ii (APPLY OVER SHEATHING) PANEL EDGES ADJOINING PANEL EDGESLL <br /> ___.._ LL <br /> riANGER HUS 4Q FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF <br /> --- FRAMING NAILS SHALL BE 0.131"0 z 3,Yj.0.131"0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)2z MEMBERS WITH NO SPACERS. <br /> Q 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 f1.131"0 x 2Y"NAILS AT LTP4 CLIP WHEN INSTALLED OVER Y"SHEATHING, <br /> 2z4 FLAT BLOCKIN. <br /> BEHIND STRAP W O <br /> Q <br /> o <br /> y Ga U <br /> - ---- -._ <br /> ® _ <br /> PANEL EDGE NAILING <br /> STRAP HOLD DOWN PER pER SHEAR WALL SCHEDULE U C� -=j <br /> PLAN(WHERE OCCURS) LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> FACE NAILING PER <br /> SHEAR WALL SCHEDULE <br /> ® (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE 3"x 3"x 0,229"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN Yi'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 Y2"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. <br /> k <br /> PANEL EDGE NAILING HOLD DOWN AND ADD'L PER SHEAR WALL ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> STUD PER PLAN <br /> SCHEDULE (WHERE OCCURS) Y"MAn <br /> y <br /> 3"x3"x0.229"PLATE WASHERS t <br /> FACE NAILING PER <br /> STUDS PER PLAN SHEAR WALL SCHEDULE II ICI <br /> II o- <br /> STRAP HOLD DOWN PER PLAN(WHERE OCCURS) CONCRETE STEM WALL CONCRETE STEM WALLPANEL EDGE NAILING FACE NAILING PER ER PLAN PER PLANPER SHEAR WALL SHEAR WALL SCHEDULE <br /> L 7_ ,T.,M_-S: <br /> LSCHEDULEOPTION) OR OPTION) <br /> MOLD DOWN AND ADD'L <br /> STUD PER PLAN <br /> STUDS PER PLAN (WHERE OCCURS) ^O/'� <br /> STUDS PER PLAN 3 J �VI� <br />