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SHEAR WALL MHEDULE <br /> (N ACCORDANCE r/ANSUAWASOTY mi5 SECMON4M <br /> uPe,Iw Lx mz+ <br /> 4RPMAM NITIH0FJU2F0 <br /> PANEL �P po�g ANCHORAGE TO CONCRETE SEISMIC YANG <br /> WALL SHEATHING EDGE MUCEILL FACE HAILING PRAWNGCUPS ® CAPACITY CAPACITY <br /> TYPE NAIUNO PATE ® 0 . <br /> 0 SINGLE BUILT.UP M'2 Nh`2 <br /> MEMBER MEMBER ANCHOR BOLTS MUDSILLANCHORS NW'35 M-%S <br /> P,S ISIDE S« 2z 2. b 6'« a « wo aBO'« MA9APa 92'« Z400 24,11 <br /> M4 g 2T•'C <br /> PS <br /> P3� 1510E 4a ?X 3 21 e « V0Q45•« MASAP@SE,e �4I 36W <br /> LTPAgr1T« <br /> 4« <br /> P+-0 ISIDE S« x 0V 2Y rQ w �("D g36-« MASAPa ISeF 4so•PIr 4`+D vB <br /> LTP4 @ g'1f'e 3B6rIf <br /> Pt4 1810E X. h G4z• yl rm 1S'D020'a MheAP@TB'a OSBPB LiVAp ry:'OD " <br /> P24 2 SIDES 4lM 2 @ 1 � <br /> (2S� x R)RAwe,roP L7Pq@�1s'« we a2r. MASAP@Tr- sW <br /> P24 2SIDES Sec 31 C4 r« LTPsa A'« azr« MASAP@+i•« I=, <br /> PA2 251DE6 S« s R12s m (R R, rx A35gB-ND flow LTw Ot r'c1r« MASAP g T« P57roN <br /> SHEAR MILL SCHEDULE NOTES <br /> Is c D c3a.1.0 <br /> w08B etryji•PlYW00D"KT11INO OR BIDING EXCEPTGROUP 99PEGE5.LINIMUM PANEL SPAN RAIIIOOF QAm).PANELS SKULL NOT BE LESS THAN 4W.EXCEPT <br /> h7B0UNMR/E3 AND CHANGES N FRAMBf4 ALL @ODES Of ALL PANELS SYLLL!E SUPPORTED A ANO FASITNBD 70 PRANBIG MEMBERS OR BLOCIONG. <br /> m <SECTION C3.7.12s6ELT10N 43.7.1.3) <br /> PANEL EDGE NAILING APPLES TDALL3HEATHING PANEL EDGES,RML SH@ATMBIO TO KMRMEDIA7E FRAMING MEMBE]i5 WITH SHE'ATNING NABS g treL MAXIBUM <br /> STUD SPACING SHALL BE 16'PL SHEATHING NAILS SHALL BE 0.131.0 F2)Q'.PLYWOOD EDOE NAILING SHALL BE STAGGERED,NAILS 3HALL BE LOGl7FD AT LEAST%r` <br /> FROMTHEPANELECGES. <br /> i <br /> 361.Et"�:'`Dfl€RM1COMTENAIUNG(i2«) <br /> LzMN PARfiLEDOENMLING PER SCHEDUL£(STAGGERED) <br /> (SECTION C3,7.1A <br /> THEMINIMLM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING ATADIOINING PANEL TAOEB SHALL Be AS INDICATED IN THE 6CMEOULfi, <br /> SINGLE MEMBER (PIATVAk) <br /> �.,�• .. <br /> 8TU0,HER FRKIF,S ANC;KING,R0.1, PIRG <br /> OR OTHER FRAMNG MEMBER <br /> 9L' <br /> MIN NUN <br /> ADOININGPANEL EDGE, <br /> BLALTAIP MEMBER <br /> PERM 6TU0.PLATE BLOCKING.RM, <br /> OR OTHER FRAM3NG MBM1BER <br /> F <br /> 0 0 <br /> MIN ADLWMNG PANEL EDGES ADJOINING PANEL EDGES <br /> ®FACENAIUNO APPLIES TO CONDITIONS WHERE FRAMING RALS CAN BE STRAIGHTDRNEN THRU FIRST MEMBE3i AND PENETRATE MAIN MEMBER MINIMUM OF I)rt• <br /> TRAMNO MAILS SHALL BE Q+31'B s�.0.131-0 P S NAILS MAY IE USED WHEN STITCHING TOGETHER GD1 MEMBERS WISH NO SPACERS. <br /> ® ATAOJOIMNO PANEL EDGES WHERE SHFAT14NCI CAlNCT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CUPS SHALL BE USED 70 <br /> FASTEN BUILT-UPMENEERs.US£G.131¢t2 tLMUATLTP40UPMENINS7ALLEDOVERp4HEA7NN0. <br /> 1 � -..i ® �� •,� E yew <br /> ��J� ^X`•' <br /> e 0 <br /> LAP .OPTION LAP PLATE OPTION AWOPTION imp 1DN <br /> 0 (SECTION428 M <br /> ANCHOR BOLTS EMBEDMENT SMALL BE7-,V.O.N.ALLMN ORS SHALLKUVErB rPO]MPLATEWASHENS.PLATEWASHER 6HD.LLE%TENDTO MTM)S-or THE <br /> EDGE OF THE BOTTOM PLATE ON THE 610E WITH SHEATHING.F SHEATHING IS ON BOTH SIDES OF THE WALL STAGGER THEANCHOR BOLTS,AS REQUIRED,SO THAT <br /> HALF OF THE PLATE W'ASHERSARE WITNINWOF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.NOTE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. <br /> ANCHOR SOLT OPTiom MNIOSILL ANCHOR OPTION <br /> r MAY <br /> 3YJSO�2SPLATE WASHERS <br /> =14 ..k.:.:.•' GONORETE.STEM WAIT •'� '.: ,.h CONCRETE STEM WALL <br /> .r;{y Hy',•�:::' PER PLAIT PER PLAN <br /> P.T.MUD6ILL ` P,7.MUDSI.L <br /> — )ANCHOR BOLT OPTION) \ ®pHUDSILL ANCHOR OPTION) <br /> L3.5 <br />_........................... ......... ........... . <br />