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SHEAR WALL SCHEDULE <br /> (IN ACCORDANCE NI ANSPAFSPA SDPWS-2015 SECTION 4.3) <br /> Up_Up <br /> MI FuM VVPflTH Q'NAILED <br /> PANEL EaF @ ANCHORAGETOCONCRETE SEISMIC NAND <br /> ADJdNIhG PANFI EDDEH ® CAPACITY CAPACITY <br /> WALL SHEATHING EDGE ® MVb31LL FACENAILING FRAMINGCMPS <br /> TYPE NAILING PLATE @` ® hlb=2 IM:2 <br /> E' SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS Mb-3.5 hlb-3.5 <br /> MEMBER MEMBER <br /> A35 Q 2T oc 24Pplf 240-PN <br /> Pi-6 1SIDE 1 2. 2x 2x Sac or LTP4 Q 2T'oe %'0@SO-ac MASAP Q 52'ac 1B or 194-Of <br /> P1J 1 SIDE 4"oc 2, 2* Zx 4"ac A35 IX18-ac g('0 @ 4Soc MASAP @>S 350-pp 35DHH1 oa 284 11 2WIFIT <br /> LTPA @ IV ae <br /> A35 @ 14"oe A 450-W 4PIF <br /> PI-3 (SIDE 3"cc _x IZ)ZA Zh 3"ac r %'GQ 3W oc MASAPQ 24ac 305-PB 366p8 <br /> L1P9 Q W.. <br /> A35Q`-oc 5S0-PIf Bd}plf <br /> P14 1SIDE Icc 3x 1212A 9b Tcc LTP4 '/{'G Q 2Ir MASAPQ Ill'.. 479VV 8IN-y1l <br /> 7➢"oc <br /> A35 Q IV oc 7001I 700{41 <br /> P24 2 SIDES 4'ac h (212x 3. (Z)ftaMa,4'a n %-0 @ 28"ac MASAP Q 1 S aP S88'PN 568-p1! <br /> LTP4 R 11 B'oc <br /> A35Q1"oa SODNf B00-Wf <br /> P2.3 2SIDES Sec 3A (2)21 3. (2)R-..3"ec Zrg %-0 Q 22-oc MASAP Q II-oc 733Pn 79?-pii <br /> LTP4 Cg IC ac <br /> il <br /> 5QB'oc }1S0-pif 4 p 1f <br /> P2-2 2 SIDES 2"ec 3M 12R1 3a {2)Rowe,2"at �d §1'0 Q 1T aP MASAP @ roc S57-pI 33SPF <br /> LTP9 Q 3 oc <br /> SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4.3.7.1.1) <br /> AT O LI«r i PLYWOO CHANGES <br /> IN F MI SIDING EXCEPT FALL P SPECIES.MINIMUM BESUPPORTED <br /> PANEL ORTED Y IATINGOF NDFASTENED 6 PANELSFRAMING <br /> MEINHALL NOT BEERSO LESSOCIONG QxB',EXCEPT <br /> ATBOUNDARIES AND CHANGES IN FRAMING_ALL EDGES OF ALL PANELS SHALL 9E SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCgNG, <br /> ® (SECTION 4.3.7.1.2.A SECTION 4.3.?13) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 1Tec.MAXIMUM <br /> STUD SPACING SHALL BE IT".SHEATHING NAILS SHALL BE QISE0[2W.PLYWOOD EDGE NAILING SHALLBE STAGGERED.NAILS SHALL BE LOCATED AT LEAST ' <br /> FROM THE PANEL EDGES. <br /> NTERMEbUTE NAILING(IT-) <br /> 1 <br /> MIN PANEL EDGE NAILING PER SCHEDULE{STAGGERED) <br /> ©(SECTION 4.3.7.1.4) <br /> THE MINIMUM NOMINAL WIDTH OF THE MAILED FACE OF FRAMING AND BLOCIUNG AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> SINGLE MEMBER (FLATMSE) <br /> �-PERK <br /> STUD.PLATE.BLOCg rr PER®NG,RIM, <br /> OR OTHER FRAMING MEMBER <br /> N ® MIY <br /> ADJOINING PANEL EDGE <br /> MI S <br /> BUILT-VP MEMBER <br /> PERK <br /> STUD,PLATE,BLOCgNG,R1M, <br /> OR OTHER FRAMING MEMBER Lam. <br /> MIN <br /> ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> 4Q FACE NAILING APPLES TO CONDITIONS IAMEREFRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF I)q.. <br /> FRAMING NAILS SHALL BE 0.131.0 x 3y",0.131-0 x 3"NAILS MAYBE USED WHEN STITCHING TOGETHER(2)Z MEMBERS WFTH NO SPACERS. <br /> © ATADJOINI14GPANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BWLT40 MEMBERS.USE 0.131-0 0 2W NAILS AT LTP4 CLIP WHEN INSTALLED OVER P SHEATHING. <br /> LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> ® (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE T,U.O.N.ALL ANCHOR$SMALL HAVE 3"xS x 0.22V'PLATE WASHERS,PLATE WASHER SHALL EXTEND TO WITHINX OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE MATH 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 W7TON)4-OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE N PLATE WASHERS MAY BE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT OPTION MUDSILL ANCHOR QPTON <br /> J('MAX <br /> 3NY'90.72V'PLATE WASHERS - <br /> Tx1 TA <br /> CONCRETE STEM WILL[ .-14 14� CONCRETE STEM WALL <br /> PER PLAN �',FA 1 - PER PLAN <br /> P T.MUDSILL P.T.MUDSILL <br /> ®(ANCHOR BOLT OPTION) IS(MUDSILL ANCHOR OPTION) <br /> L3.5 <br />