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SHEAR WALL SCHEDULE <br /> (IN ACCOROANCE WI ANSVAFAPASpPNs=I3 SECTION 4S) <br /> UFAW a 1,2=l <br /> MP4IIUNVNCMOFPWID <br /> PANEL F.60tcRAAM00 ANCHORAGE TO CONCRETE SE25MiC nDID <br /> ADIOPBN]PMfi.EODEM <br /> WALL 6HEATIGNO EDGE � A(yOyLL EACE NMUNp FRAMING CUPS ® CAPACITY CAPACITY <br /> TYPE NANUNG PLATE ® ® 1UP-2 ND-2 <br /> m SHINGLE BUILTUP ANCHOR BOLTS YNOSLLANC HORS N.3S Na.3.S <br /> MEMBER MEMBER <br /> P14 ISIDE S'a 2< N 21 vac w a )E"O a Ac MABAP QE7a <br /> LTP4 Q 2Pb 5B2 I 1 <br /> °C 3509E 350yS <br /> PI-45SIDE 4'Ic a2[ 21 Ctc c! TL"OB46'4t MASI1PQ36 oc Z qw 2I4'AI <br /> LTP4 Q 1Ya <br /> a <br /> Pl-3 S SIDE T oc is (A2I 2Y T x WO @ JB'aI MASA➢Q 26'a SB6 PIf 366 <br /> LT. <br /> Q 14•ec <br /> PI-25SIDE 2'e0 Sc {gyp yl i ee S7Ds3 <br /> aTPAQ12¢oo %va2w. MABAPQ1Ca 47W "6 Vw <br /> P2i 2WDE3 SDo N (2)21 3. Wp-4'x 1B @1S'BO 70W T06gII <br /> L7Pc@iTa $L'BQ 2C6a MA64P S�prt = <br /> P2 2WOEM Set h Q)� 9[ RI M1wrAYa ®5 I <br /> a L�Q*« �j'OQ2Fa MASAP@[1'x �N )SAFE <br /> P.'N2 2WOE5 Sac Si 127z• Sx WRw'A2'a BQ,EP,W X'BQ 12'a MA�APQTx 1100{d 16-w <br /> LTPM QB'a PSbPII f53SH+N <br /> SHURVALLSCNEOULE NOTES <br /> I.—N37T <br /> Y.,OSBI: PL WSHEATHINDOREMINOCKCEP'ORDUPSSPECEB MINIMUM PANEL SPANRATNGOF(24%PANELS SHALL NOT BE LESS THAN 5EXCEPT <br /> AT BOUDARIES AND CHANGES N FRAMW*-ALL EDGES OF ALL PANELS SHALL 5E SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR bummN0. <br /> w (SECTION4.7.126 SECTION 4A7,14) <br /> PANEL EDGE NAILING APPLES TO ALL SHEATHING PANEL EDGES.NML SHEATHING TO NFERMEDIATE FRAMING MEMBERS WITH SHEATHING"L e Q 17—MAXIMUM <br /> SITING SPACING SYJLLL 11E tSoe.SHEATHING NMLS SWLLL BE pT 31'Ot2J4'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL SE LOCATED AT LEAST V <br /> FRDMTHE PANEL BOOM <br /> (r <br /> IHTERMGwTEMAIuNGH2'oc) <br /> r � i <br /> MMB7 PANEL EDGE NMUNG PER SCHEOULE(STAOGEREU) <br /> (�(SECTION43.7.1.4) <br /> THE MINIMUM NOMINAL wvnf OF THE NAMED FACE OF FRAMING AND BLOCKING AT AOJOIMNG PANEL EDGES SHALL BE AS WDICATED N THE SCHEDULE <br /> BMGLE MEMBER QRATWISE) <br /> BTUO.PLATE BLOCgHO.RIM, <br /> PER(3 <br /> GR O7XER PRAMMG MEMBER <br /> MP! <br /> MIN ADJOINING PANEL EDGES <br /> BU.LT.up haMBER <br /> PERM I I --PLAII:,BLOCgNO,ROM, <br /> OR OTXFA PRIMING MEMBER <br /> 1{ <br /> MIN ADJOIING PANEL EOOES ADRJWING PANELEDGES <br /> ®FACE NAILING APPLES TO COHDNONSNHERE FRAMING NAILS CAN BE STRAIG.-ITI)RMWTHRU FIRSTMENIBER AND PENETRATE MAN MEMBER MINIMUM OF Ir- <br /> FRAMING NAILS SHALL BED,131-0.3y'.0.13M cY NALS MAY BE USED WHEN STrmHNG TOGETHER(2m MEMBERS LMTN M SPACERS. <br /> (P FASTEN OBUILT!-UPMEMEERS.USE O.131'0A ZIS'KkBSgAT LTP4C PWHEN INSTALLED OVER)!'BNOTLAP ON SINGLE MEMBER AND FACE EATNINO JNDCNO76E ACCOMPLISHED.FRAMING CUPS SHALL BE USED TP <br /> ATOP ONON y{P PLATE OPTION ASSOPTION LTP40PTION <br /> (SECTIONa]AAM <br /> ANCHOR BOLTS EABEDOCNYSHALL BET-,VA.N.ALLAHCHORS SHALL HAVES tT N O:LTB'PyITE W0.3NER5.PLATE WASHER SHALL EXTENDTO WITNNPOF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SOENTT'H SHEATHING.W SHEATHING LS ON BOTHSIDES OF THE WALL STAGGER THEANCHOR BOLTS.AS REOUIRED.$O THAT <br /> HALF OF THE PLATE WASHERSARE M7fHIN)4'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE HOVE IN PLATE WASHERS MAYBE DVIGONALLY SLOWED. <br /> ANCHOR BOLT OPION MUDSILL ANCHOR OPTION <br /> Jf MAX <br /> 3X,ri0.12YPLATE WASHERS <br /> ..,.'� <br /> r.1h,- ":Ny''�!_,j5,�..•f - CONGRETESTE WN.L CONCRETE STEM WALL <br /> �AriL+ PER PLAN ��'l _y�.r PER PLAN <br /> P.T.MUDSILL P.T.MUDML <br /> ®(ANCHOR BOLT OPTION) �®(AIMSILL ANCHDR OPTION) <br /> L3.5 <br />