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SHEAR WALL SCHEDULE <br /> UN ACCORDANCE ANSVAFSPA S0PWS2w5 SECTION 43) <br /> UPOotxy 1120W2021 <br /> FACE OF <br /> N4F.W-DTnIB of x40 <br /> PANEL ADJ ANCHORAGE TO CONCRETE SEISR4c WIND <br /> a1NNG PANEL LEM ED0E5 <br /> WALL $MEAT'Na EDGE � MUDSILL FACENNIJNG FRAMING CLIPS ® CAPACITY CAPACITY <br /> TYPE NAILING PLATE <br /> Nbn2 hPo=2 <br /> SMGLE "EMBER <br /> MEMBER MEMB ANCHOR BOLTS MUD50.LANCHORS "w" Ibb=35 <br /> a1a 15'.CE 0'x 2s .x 2X 9'. A3i IN %VGf0'oc MASAP 57. 2409)T 24010 <br /> LTP4 LIA 2Ta I io"r 194-plr <br /> A31�18"oe 35DPIr 3S0-PO <br /> I'll 151GE 4"uc 2x 2x 2X 4•ee �4.0 Q'4C CG UAW 3Fi"OP 2B4-pn 2� <br /> LTPA_11Soe <br /> A3b 45DWI p31 <br /> P-3 iJICE 3"« 3x (2)2u a See a « %ro@W'oe MASAP 2r- d50. <br /> 3G6-Prt 410, l <br /> LTP4IHI 14'oc <br /> r_a 590-prc 92O�plt <br /> -2 I.",ICT x 3. (212 3 roo K-O 021r MAswg 1B'oc 7&PK 686PB <br /> LTP <br /> 4 pq 7K•oc <br /> P.H 2 SIDES 4'cc 3x i2p, 3x Q)Ro .4"W A3 <br /> 5 tg- 7G0.pC r <br /> Pf$ 38 a28'aa IM$pP�t 15"ep 56Bp0 56B-v 56&plr <br /> LTP4&18'oc <br /> A35 J 14'- 300.Py 90DPrt <br /> i2.3 2SUE5 ..- 3x (27� 3x (2)R_'Sao �1 WO Q22. MASAPa II- G <br /> LTP4g1114'ae 733pU 733-PU <br /> P2-2 2SIDES 2'. 3x (2)2x 3x (21 Rawl.roc A354_S,E« T48aPI1 184Ggn <br /> LTPd9 aP "04R 1T ac NLISAP�T•ae 257.Pp 1338-pIL <br /> SHEAR WALL SCHEDULE NOTES <br /> (SECTION 4,3.7.1.1) <br /> %-056.'%i"PLYWOOD SHFATHMG OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAN RATING OF(24101.PANELS SHALL.NOT BE LESS THAN 4'I18•,rxcEPT <br /> AT BOUNDARIES AND CHANGES IN FRAJdNG.ALL EDGES OFALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCIONG, <br /> ® ISECTION43.7.1.2.&SECTIGN43713) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMNG MEMBERS WITH SHEATHING N"e ir-MAXIMUM <br /> STUD SPACING SHALL RE I6'aP,SHEATHING NAILS SKALLBEG.131"0x2)2 PLYWOOD EDGE NAILINGSHALL BE STAGGERED.NAILBSHALLBELOGLTEDATLEAST)" <br /> FROM THE PANEL EDGES. <br /> ` MIN NTERMEDrATE NAILING 02'oc) <br /> MIN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> (�ISECTION4.3.7.1.4) <br /> THE MINIMUM NCMWAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED w THE SCHEDULE <br /> SINGLE MEMBER (FLATWISE) <br /> PER® <br /> STUD,PLATE,BLOCKING,RIM, r-rPERG) <br /> CR OTHER FRAMING MMIN EMBER <br /> m MIN <br /> ADJOINING PANEL EDGES <br /> IM T IM MFMRFR <br /> PERQ <br /> STUD,HERF PLATE,BLOCKING.RIM. <br /> OR DEFIER FRAMING MEMBER <br /> 3a <br /> MIN ADJOINING PANEL EDGES A.INMG PANEL EDGES <br /> Q) FACE NAILINGAPPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT ORTVENTHRU FIRST MEMBER AND PENETRATE MAINME.IBER MINIMUM OFIJS'- <br /> FRAMING NAILS SHALL BED 131'0 x W.0,13TO x SNAILS MAY BE USED WHEN STITCHING TOGETHER(2Rx MEMBERS WITH NO SPACERS. <br /> ATADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT RE ACCOMPLISHED.FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BUILT-UP MEMBERS.USE G.131"6 s 2K'NAILS AT LTP4 CLIP W HEN INSTALLED OVER)C"SHEATHING, <br /> m m Q7 <br /> LAPTOMOPTION LAP PI ATF OPTION ALA OPTION ITP4 OPTION <br /> ® (SECTION4,3643) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE T,U.O.N.ALL ANCHORS SHALL HAVE 3"1 S ss0.22V PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WTRSNK'OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.1F SHEATHING IS ON BOTH SIOESOF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SO THAT <br /> HALF OF THE PLATE WASHERS ARE WFMIN J^T'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT OlrnN MASII.1-ANCHOR OPTION <br /> K'MAX <br /> Yx3"x0=4'PLATE WASHERS <br /> - <br /> �'- CONCRETE STEM WALL '� T4' --` CONCRETE STEM WALL <br /> •.:`r'.':•':•':.. PERPIAN F.•�:-.:`:.:...:: PER PLAIN <br /> P.T.MUDSILL P.T-MUDSILL <br /> (ANCHOR BOLT OPTION) Q(MUD$ILL ANCHOR OPTION) <br /> L3.5 <br />