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SHEAR WALL SCHEDULE <br /> (IN ACCORDANCE r✓ANSNAFSPA SDPWS-MIS SECTION 4.31 <br /> au I•Ya20'i <br /> M MJIMUM VNDM 6 N41.ID <br /> PANEL FACE�HUMINGa ANCHORAGE TO CONCRETE SEISMIC NAND <br /> •DICiNwD Pu+FL®G5s <br /> Y;q•,1 SHEATHING EDGE ® MUDSILL FACE NAILING FRAMW(i CAIPS � CAPACITY CAPACITY <br /> TYPE NAILING PLATE @ ® F/b=2 66=2 <br /> SINGLE BVTUP ANCHOR BOLTS MUDSRLANCHDRS fw•3.5 hb�35 <br /> IL <br /> MEMBER MEMBER <br /> P16 1 SIDE 6'oc 2x 2. 21 6.. A35 @TT Pe 80 a MASAP @ 57' 240y1f 24 p11 Oc 194-p11 f B4yll <br /> LTP4 @ Zr cc <br /> LTP4 <br /> A35@11Ir oe 1 S"cc 350-p1f 350.p1f <br /> P1-4 1SROE 4'oc 2c 2x 2x 4"OC a '44`0@46"00 MASAP@38"OG <br /> @ a94pff 2le,",1 <br /> ' <br /> A35 @ 14"oc 4S0.PII 4sapf <br /> Pl-3 1SIDE 3"oc 3c f21h Zw 70o %70@SB"oe MASAP@28`oc <br /> LTP4 of I I Ae SSE-PI 35"f <br /> PI-2 t SIDE z'oc 3, (2)2c 2. 2.. <br /> 70o A35 @ 7'oe S9p-PR B20plf <br /> Wcc '%'0 @ 20"PP MASAP @ W AO 478-p3 .6"f <br /> B oe <br /> P24 2 510E5 a'ec 3x f2)aA 3. (2)Rowa.4'ec 2$"DF MASAP @ 1S Ae T P4 <br /> 5BB- sew <br /> LTP4 1B'oc PI SSI+yB <br /> 4 ee <br /> P2.3 2 51�is .,cc 3x I2)2t 3x (2)Rowe.S"x 4114 ')("0 @ 22`x MASAP @ 11`Ae 733-M 733-p1f <br /> LTP4 4P ec 733�PIi 733.plf <br /> A35 Bee <br /> Pb2 1SIGES Zcc 3x {2jax 3X (2)RAwF,2"B4 >I('0@1To4 MASAP @7'ec 1190p1f 1640.PI <br /> LTP4 8'eb 957-p1f 1339-PH <br /> SHEAR WALL SCHE7.DULE NOTES <br /> (SECTION 13. 1.1) <br /> Ni 03B a.'W PLYWOOD SHEATHING OR SIDING EXCEPTGROUP5 SPECIES.MINIMUM PANEL SPAN RATING OF(24AO)PANELS SMALL NOT BE LESS THAN 4W,EXCEPT <br /> AT 13OUNDARIFS AND CHANGES IN FRAMING ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING, <br /> ® (SECTION 4.3,7.1,2,S SECTION 4.3.7.1.3) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ I Too.MAXIMUM <br /> STUD SPACING SHALL BE$I-.SHEATHING NAILS SHALL BE0.13170 x'1}T2'".PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST Y.FROM THE PANEL EDGES. <br /> I <br /> �NTEAMEDIATENAKLING(Irae) <br /> L <br /> MN PANEL EDGE NAILING PER SCHEDULE(STAGGERED) <br /> ©(SECTION 4.3.7.1.4) <br /> THE MINIMUM NOMINAL WIDTH OF THE NAREO FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> SINGLE MEMBER (FLATW 5E) <br /> PERM <br /> STUD,PATE,BLOCKING,RlM. PER <br /> OR OTHER FRAMING MEMBER <br /> MN MIN <br /> ADJONING PANES EDGES <br /> BUILT-UP MEMBER <br /> PER( STUD,PLATE.BLOCPJNG,RIM, <br /> Q) OR OTHER FRAMING MEMBER G <br /> I <br /> MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> Q FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF JY2 <br /> FRAMING NAILS SHALL SE 0.131'0 X 3Y".0.131'0 a T NMLS MAYBE USED WHEN STITCHING TOGETHER(2)2x MEMBERS WITH NO SPACERS. <br /> ® AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BOLT-UP MEMBERS,USE0,13t'0 X 2W NAILS AT LTP4 CLIP WHEN INSTALLED OVER)C'SHEATHING. <br /> qD <br /> LAP RIM OPTION L6E PLATE OPTION A35 OPTION <br /> ® (SECTION4.3.64.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE T,U.O.N.ALL ANCHORS SHALL HAVE 3'x 3'X 0.72T PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WITHIN y2'OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REOUIRED,80 THAT <br /> HALF OF THE PLATE WASHERS ARE WITHINW OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED, <br /> ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> V MAX <br /> 313^D.ZHF PLATE WASHERS - <br /> XS Y. <br /> CONCRETE STEM WALL CONCRETE STEM WALL <br /> i4 1S PER PLAN '' L PER PUN <br /> T.MUDSILL P T_MUDSILL <br /> ®(MICHOR BOLT OPTION) ®(MVOSILL ANCHOR OPTION) <br /> L3.5 <br />