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SHEAR WALL SCHEDULE <br /> ON ACCORDANCE WI ANSIAFSPA SUPWS-2015 SEOTION 43) <br /> NpC4I44 112 0 2021 <br /> NwINVNw01HOFrvaLW <br /> PANEL cars of FRAMIIY,@ ANCHORAGE TO CONCRETE SEISMIC NAND <br /> XO�OwINU PXw0.WOR WALL SHEATHING EDGE MUD SILL FACE NAILING FRAMING CLIPS ® CAPACITY CAPACITY <br /> TYPE NAILING PLATE ® ® hfb-2 h(D=2 <br /> ® SINGLE BUILT.UP I -3.5 hro•3.5 <br /> MEMBER MEMBER ANCHOR BOLTS MVDSILL ANCHORS <br /> AS5 @ 2r oc 24NOI` 240p11 <br /> P1fi 1 SIDE S'oc 2X 3 21 6"oc o[ Y4'O @ 80'oe MASAP®57 oe 194-p11 19ap6 <br /> LTPa Q 2r aA <br /> .a3s 2 4"o @its oc �0� o MASAP�7 oc 3s" 3sOpn <br /> L14®11a 20f 26PI-4 1SIDE I- 2X p1 A35 ec 450p11 <br /> PIJ 151DE 3'ac 3X R12X 2x Toc ce14' g{"0�18'oc M 450p1f ASAP®23"oc 3p(.pll 35"11 <br /> LTPd�14'oc <br /> A35�! oc 596plf 620pI1 <br /> P1-2 1SIDE 2' 3[ R12X 2X Toc X'O 020'oc MASAPQ IIF- 47W 669pl1 <br /> LTP4 @ 7X'oc <br /> A35 @ 16'oc 7oo-pl! 700p11 <br /> P2-4 2 SIDES 4'oc 3X (212X 3X (2)R.-e x eM WO @ 2F ac MASAP®1 S oe c�p3 568p11 <br /> LTP4 Q 1 W oc <br /> ASS @ 14"ac gOp.pB goo-ofP2-3 2 SIDES T oc 3. M2t 3X R}Ron,7 oc Lo X-0 @ 22"oc MASAP®11"oc 733-06 73SPIl <br /> LTP4 @ 14 oc <br /> A35 G S"OF 1180p1f 1840y1f <br /> P2,2 2 SIDES T oc 3X (2)2X 7X (21 RowS,Y OC imd %o g 12'oc MASAP a r oc BS7-p3 1378pif <br /> LTP4 @,r ac <br /> SNEAK WALL SCHEDULE NOTES <br /> ISECTIDN a.7.7.1,1) <br /> Xti OSB 01192'PLYWOOD SHEATHING OR SIDING IXCEPT GROUPS SPECIES.MINIMUM PANEL SPAN RATING OF(2410).PANELS SHALL NOT BE LESS THAN 4X6'.EXCEPT <br /> AT BOUNDARIES AND CHANGES IN FRAMING.ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCWNG, <br /> ® (SECTION4,3.7.1.26SEC71ON4.3.7.1.3) <br /> PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES.NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS 1Toc.MAXIMUM <br /> STUD SPACING SHALL BE ISAc.SHEATHING NAILS SHALL BE0.131'O X2)4'.PLYWOOD EDGE NAILING SHALL BE STAGGERED.NAILS SHALL BE LOCATEDT'AT LEAS <br /> FROM THE PANEL EDGES. <br /> �J <br /> 1 <br /> I INTERMEDATE NAILING(12'Acl <br /> II <br /> Y0 PANEL EDGE NNUNG PER SCHEDULE(STAGGERED) <br /> MIN <br /> ®(SEC7ION4.3.7.1.4) <br /> THE MINIMUM NOMINALWAIDTH OF THE NAILED FACE OF FRAMINGAND BLOCKING AT ADJOINING PANEL EDGE65NALL SEAS INDICATED INTHE SCHEDULE. <br /> SINGLEMEMBER (FLATWISE) <br /> PERO <br /> STUD.PLATE <br /> SLOCgNG,RIM, PER® <br /> OR OTHER FRAMING MEMBER <br /> ADJOINING PANEL EDGES <br /> BUILT-VPMEMBER <br /> PERO STUD.PLATE.BL.C.-.RIM. <br /> ® OR OTHER FRAMING MEMBER <br /> JS' <br /> M1NN ADJOINING PANEL EDGES ADJOINING P+E.V�ESJ <br /> FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF <br /> FRAMING NAILS SHALL BE 0.131"o X 3)s.0.131"OX 7 NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2X MEMBERS WITH NO SPACERS. <br /> Q AT ADJOINING PANEL EOGESWIAGRE SHEATHING CANNOT LAP ON SINGLEMEMBER AND FACE NAILING CANNOT BEACCOMPLISHED,FRAMING CLIPS SHALL BE USED TO <br /> FASTEN BUILT-UP MEMBERS.USE 0.1 r'OX 215"NAILS AT LTPA CUP WHEN INSTALLED OVERJ4'SHEATHING. <br /> I i- z <br /> 5t, <br /> LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION <br /> ® (SECTIONA,%6,43) <br /> ANCHOR BOLTS EMBEDMENT SHALL BE 7",U.O.N.ALL ANCHORS SHALL HAVE?X 3'X 0229'PLATE WASHERS.PLATE WASHER SHALL EXTEND TO WTHIN)='OF THE <br /> EDGE OF THE BOTTOM PLATE ON THE SIDE MATH SHEATHING.IF SHEATHING IS ON BOTH SIDES OF THE WALL,STAGGER THE ANCHOR BOLTS,AS REOUIREC,SOTHAT <br /> HALF OF THE PLATE WASHERS ARE WISHINY;"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAYBE DIAGONALLY SLOTTED. <br /> ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION <br /> Y MAX <br /> 3'X3'X022r PLATE WASHERS <br /> y <br /> CONCRETE STEM WALL T M 9 1 1 CONCRETE STEM WALL <br /> PER PLAN _ PER PLAN <br /> P.T.MUDSILL P.T.MUDSILL <br /> ®(ANCHOR BOLT OPTION) ®O4UDSILL ANCHOR OPTION) <br /> L3.5 <br />