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SHEAR WALL SCHEDULE <br /> (IN ACCORDAI:CE r i ANSI'AFBPA SDPVr,201S SECTION 431 <br /> UPI!-I-o Lv21 <br /> uN Y.tJtM CF 141— <br /> PANEL F-ECF PRAY—Iffi ANCHORAGE TO CONCRETE <br /> SEISMIC YhNO <br /> WALL SHEATHING EDGE -'�`i'�Y✓3 PA`F_L EU-3_S <br /> TYPE NAILING ® M FACE NAILING FflW11i:G CLIPS CAPACITY CAPACITY <br /> PLATE <br /> Q ©m SINGLE BUILT-UP hb-2 hb-2 MEMBER MEMBER ANCHOR BOLTS MUDSFLLANCHpRS h'a-3.5 hb=3,5 <br /> MASAP 5 <br /> 6' <br /> 1510E P1 A35 @6 <br /> @ 2T« ® 240-TM 2"K <br /> -S 6'ic 2t 2x ?4 ac or ji'O6`oc 7 oc I" 1P4-Fif <br /> LTP4 @ 2T 64 <br /> ASsg IB'ac <br /> PI-0 ISIOE 4'« 2t L A35 <br /> ' @ K'CL AASAPg35'« 5439°7 80-HMHI B635590-T0 <br /> LTP4®18'cc 24 2840 <br /> PI.3 151pE 3'ac 3x (2)b 3"c @ « 3'« M 28' 4500 4%0 <br /> 17P4g4« 366o Cw <br /> A35@7io <br /> PI-2 1510E 3x (21� 2. roc 20'« MASAPg 201pdf <br /> LTP4g7i$'oc <br /> A35g8'oc <br /> P2-4 2SIDES 4'« (2)2 3c (2)R—,4'. � f <br /> 700-1B 7COO <br /> LTP4g 18'oe l�Og2d'« MASAP®1S oe -PY 66W <br /> A35 g 14'oc <br /> P23 2SIDE5 3'ac 31 (2)2x 3. (2)R—,3'oc and WO022'oo MASAP@1V `'�'PN <br /> L7p4@ 14'Pc 733-of 7331A1 <br /> P2-2 2SIDES 71a 30 (2)2X y, A35g B'as 116 4f I <br /> (22 Rarys,Y« aM 'O@17tt MASAPg T« <br /> LTP4 @ 8'oc B57*ff 1 338-P& <br /> EAR IYALL Sc LE NOTES <br /> (SECTION I.N <br /> OSB ort' "PLY\%000 SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES.MINIMUM PANEL SPAII RATING OF(240).PANELS SHALL NOT BE LESS THAN 4�15.EXCEPT <br /> AT BOWIDARIES AND CHANGES IN FRAAUNG.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCYANG. <br /> (SEC TON 4.3.7.1.2.&SECTION 4.3.7.i.3) <br /> P,EL EDGE NAJLIHG APPLIES TO ALL SHEATHING PANEL EDGES,NAIL SHEATHRIG TO PITERMEDIATE FRAMII4O MEMBERS%N"SHEATHINO IIAILS g 12'oc.MAXIMUM <br /> STUD SPACING SHALL BE 1S-SHEATHINGNAILS SHALL BE 0.13t'Ox2/1'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAASSHALLBEtOCATEDATLEASTyl' <br /> FROM THE PANEL EDGE S. <br /> J� ry RVEOIATENAILLNG(I2' <br /> WIN PAIIEL EOCE NAILING PER SCHEDULE(STAGGERED) <br /> (SECTION 4.3.7.1.4) <br /> THE MINIMUM NOWNAL AAIDTHEOF THE"LEI)FACE OF FRAMINGAND BLOCWHOATADIOINING PANEL EDGES SHALL SEAS NIDICATED IN THE SCHEDULE. <br /> SINGLE MEMBER (F1APIMSE) <br /> 1"—PERQI <br /> STUD,PEA FRAVI.CI MEU;BE`.1, PER® <br /> OR OTHER FRAMING MEMBER <br /> +' ADJOIN <br /> ® �' <br /> M <br /> ING PA IN <br /> EDGES <br /> BVILT-UP MEMBER <br /> PfRQ <br /> ENO,PERF AVtUG E RB4AUJ-0T,,INO <br /> � OR OTHER FRAMEIiG MEMBE <br /> MI!1 ADJO114NO PANE L E OGEE PANEL EDGES <br /> (A) FACE HAILING APPLIES TO CONOMONS V.HERE FRAANNG NAILSCAN BE STRAIGHT DRIVEN)ERV FIRSTMENOER AND PENETRATE MAIN ME)18ER MINIMUM OF I%1`, <br /> FRAV INO HAILS SHALL BE 0.13VO x V,'.0A31'0 x 3'NASLS MAY REUSED VMEII STITCHING TOGETHER MU MEMBERS VATH NO SPACERS, <br /> © ATADJOPIi!IGPAJIELEOGESVHERESHEATMNG CANNOT LAP ON SINGLE MEIABER AND FACE NAILING CANNOTBE ACCOMPLISHED,FRAViNG CLIPS SHALL BE USED TO <br /> FASTENBUILT-UPIAEMSERS.USE 0.131'Ox2/`'RARS AT LTP4 CLIP HSIEN INSTALLED OVER)t'SHEATHING, <br /> H� <br /> LAP RLM OPTION LAP PLATE OPTION ® 35OPTION LTP4 OPTION <br /> (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EM6EDMEUT SHAL L BET,II ALL ANCHORS SHALL HAVE 3'x 3'x OJT PLATE WASHERS.PLATEWASHERBHALL E%TENDTOl%THINJ)j'OF THE <br /> EOGE OF THE BOTTOM PLATE ONTHE SIOE VATH SHEATHIING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REQUIRED,SOTHAT <br /> HALF OF THE PLATE WASHERS ARE WTHINA'OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT OPTION M. ILL ANCHOR OPTION <br /> Y"MAX <br /> 3Y3?0227 PLATE WASHERS <br /> T= 1' Ir <br /> i,, r <br /> ) r r <br /> H r <br /> ly ��' r CONCRETE STEI.I WALL 1 CONCRETE STEM WALL <br /> Try T PER PLAN ; PER PLAN <br /> P T,MUpSILL P.T."IJOSILL <br /> (ANCHOR BOLTOPTION) MVOSILL ANCHOR OPTION) <br /> L3.5 <br />