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SHEAR WALL SCHEDULE <br /> pi ACCORDANCE WI ANSIIAF&PA SDPWS-2015 SECTION 4.31 <br /> Updated L20.2021 <br /> WOTHOF S IN <br /> F PANS <br /> yAU ANCHORAGE TO CONCRETE <br /> PANEL SEISMIC YARD <br /> .L SHEATHING EDGE m MIASILL FACE NAILING FRAMING CUPS ® CAPACITY CAPACITY <br /> ` TYPE NAILING , PLATE @) ® MO=2 Nb=2 <br /> m SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS 'lb`3.B M=S.5 <br /> MEMBER MEMBER <br /> A33 @ 2T a y�,� 240P11 240•ptl <br /> P1.4 I SIDE BOO Ex 2. 2, Ca 4t „H CST cc MASAP@ 57 cc 245p11 244A1 <br /> LTP4 @ 27 a <br /> _ ASS @78 oc <br /> P1-4 151DE COo 2. 24 2, Coo ot W0@48.a MASAP@3Ca 35""261111 250-P2 <br /> LTP4 El 1 B'a <br /> lt <br /> AS5 @ 14.w <br /> P1-3 1SIDE 3'oc 33 (Z)?R 2H 7a er ry("0@95'Oc MASAP(32Ca 38SWT SSS-PR <br /> LTP4 @ 14'a <br /> ATE @Iy'a <br /> P7-2 1SIDE 7a 3x R)2n 2e 7a er W0020'a MASAP@1C00 590•01 5391II <br /> LTP4 IS 71410o <br /> - <br /> A35 @ ta.a 700p1t 70Dplf <br /> P2.4 2 BIDES Pa Sx (2)24 Sx (2)RAOc,4'Oc LTP4 @ OM10ES 3I G @ 2B'a MASAP @ 17 oc �00-MI S0'PB <br /> \ <br /> A35 @ 14'oc fi00.ai ppp,PS <br /> P2a 2 BIDES 7Oe St RW 9x RI Rms.7 SD L 9C0 @ 221. MASAP @ 11'a 733RIt 799-p0 <br /> LTP4 @ 14'a <br /> ADS et .pk <br /> P2-2 2&DES 7oc ]a (2)Da 3/4 R coBQ �•� <br /> I Rowe. p@ 1180yF 1640 <br /> 17a MASAP@TIC 132-PN 1SSS$R <br /> LTP4 @S'0I <br /> SHEAR WALL SC({OOLE NOTES <br /> (SECTION 4.3.'T 1.1) <br /> Ki'0513 aoyePLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL.SPAN RATING OF(240)-PANELS SHALL NOT BE LESS THAN 4YB',EXCEPT <br /> AT BOUNDARIES AND CHANGES N FRAMING ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCING. <br /> 0 (SECTION 4.3,7,1.2.8 SECTION 49.7.1.3) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12'a.MAXIMUM <br /> STUD SPACING SHALL BE 1Ce,SHEATHING NAILS SHALL BE 0.131.0 x DX'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST H. <br /> FROM THE PANEL EDGES. <br /> j <br /> NTERMEDIATE NAILING(12'oc) <br /> HI11 34* <br /> MIN <br /> PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> d(SECTION 4.3.7.1AI <br /> THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING MID BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> SINGLE MMEMASER (FLATWISE) <br /> '1'1B PERT MUD,PLATE,BLOCN)NG,RIM. fi PER° <br /> I ST OR OTHER FRAMING MEMBE I R <br /> SD ' A ® MIN <br /> MIN ADJMMNG PANEL EDGES <br /> BUILT-UP MESSER <br /> PERK STUD,PLATE,SLOCIONG,RIM, <br /> ® OR OTHER FRAMING MEMBER <br /> T1 itx. <br /> MIN <br /> ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> g) FACE FRAMING NAIILLS SHALL BE 0.1LIES TO 3119x TX.OMONS 013770 x FRAMINGERE NAS MAY B NAILS E USED WHEN STITCHING TOGETHER BE STRAIGHT DRIVEN THOU T MEMBER AND(2)2,MEMBERS YNT NO SPTE ACERS. <br /> RS N MEMBER MINIMUM OF iJS'. <br /> ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT NE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BUILT-UP MEMBERS.USE 0.1370 x 23r NAILS AT LTP4 CUP WHEN INSTALLED OVER 23`SHEATHING. <br /> ,VP RIM OPTION LAP PLATE OPTION Am OPTION jTP4 OPTIOt( <br /> 6 (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7,U.ON.ALL ANCHORS SHALL HAVE 7 A 7 x 0225'PLATE WASHERS.PLATE WASHER SHALL EXTEND TO VATHINY,-OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE VATS SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL STAGGER THE ANCHOR BOLTS.AS R EQUIR ED,SO THAT <br /> HALF OF THE PLATE WASHERS ARE WITHIN(4'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT 0,'ION MUDSILL ANCHOR OPTION <br /> X'MAX <br /> 39AT1402217 PLATE WASHERS OtS".�ar- i <br /> *as <br /> ) � `:'F�,.:S.'V.' CONCRETE STEM WALL J'*''\ -60NCFIETE STEM WALL <br /> 'I.:...:i+.... ' PER PLAN <br /> '.11,..!I(.;:.:...: t PER PLAN •.. <br /> P.T.MUDSILL P,T.MUDSLL <br /> ®(ANCHOR BOLT CPT10N) ®(MUDSILL ANCHOR OPTION) <br /> L3.5 <br />