Laserfiche WebLink
SHEAR WALL SCHEDULE <br /> IN ACCORDANCE or,ANSI/APNEA SDPWS-2015 SECTION 4.3) <br /> UPMred 1r232021 <br /> MMNW 1morms NN FD <br /> PANEL AFACE CP FRIwrapQ ANCHORAGE TO CONCRETE SEISMIC NAND <br /> MP/Ns PAH L E➢SBN <br /> WEAL SHEATHING ®OE m MUDSILL FACE MAKING FRAMING CUPS ® CAPACITY CAPACITY <br /> TYPE NAILING PLATE <br /> Nbs2 hbs2 <br /> 0 SINGLE BUILT4JP ANCHOR BOLTS MUDSILL ANCHORS N4''0.5 Iw'3S <br /> MEMBER MEMBER <br /> ' ASS 4)27.O0 <br /> ' P14 I SIDE 6'00 20 21 A 605 or 31'0 CO SO"a MASAP a 5Ta 12K 1 1//9N <br /> LTP466 27'or. <br /> A36 EI 1S'ec PB <br /> P1.4 1SIDE Coo 2x 2r 24 Ccc r ire 48'a B 'WO' 3SO.41 <br /> MILSAP 36"oe 264W 23 <br /> LTP446 I r Re <br /> BDIf <br /> A3e Q 14'a I6Obl 4S0'Plr <br /> P14 1SIDE Too Too <br /> 34 MR 2r T 3('0@31'a MABAPQ 28"a <br /> 4 LTP6 Q 14'a JB&NI 3631E <br /> AS54I'f,et r <br /> . 21'2 HIDE Sa 34 (2)21 23 Sa LTPHB7)$'ec 3['e@2(1'a MASAP 6 Ir. 4740 APB <br /> An SEP2-1 2BIDES Coo Do (2)2 a 1LL.r 3x (2)ROWS,P d1 a Mr S66'P6 <br /> rY Q28'a ® a MO 700-plf <br /> MABAPIT <br /> L7P4 is-. <br /> A3B 6/14'oe <br /> P24 28)0E8 Teo 34 12(21 30 (2)Rows,3"00 r.ELK )613 g22'a MASAP Q II'00 EIVelf 000.plf73310 R <br /> P2.2 2SIDES Soo 3x ROM3s MR0ws,2'a AA 3 "Ai', 1640HXI <br /> LTP4a6ec xreB12'oc MA&lP®Ta /57p11 1338Plr <br /> SHEAR WA4bL BCH DpiALE NOTES <br /> 78 OSB orIf...PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 6 SPECIES,MINIMUM PANEL SPAN RATING 0F(24b).PANELS SHALL NOT BE LESS THAN 431',EXCEPT <br /> AT BOUNDARIES AND CHANGES N FRAMING,ALL EDGED OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAASILG MEMBERS OR BLOCKING. <br /> m (SECTION 4.3.7.1.2.6 SECTION 4.3.7,1.3) <br /> PANEL EDGE NAIUNG APPLIES TO ALL SHEATHING PANEL EDGER,NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS SI 12b0.MAXIMUM <br /> STUD SPACING SHALL BE 16'o0.SHEATHING NAILS SHALL BE 0.131'0 x 2Yf.PLYWOOD EDGE NAIUNG SHALL BE STAGGERED.NAILS SHALL BE LOCATED AT LEAST 1' <br /> FROM THE PANEL EDGES. <br /> ir INTERMEDIATE NAILING(12'a) <br /> 1,1 <br /> 1 I_- <br /> MIN 6 PANEL EDGE MAILING PER SCHEDULE(STAGGERED) <br /> 0(SECTION 4.3.7.1 A'r <br /> THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. <br /> SINGLE MEMBER (FLATMSE) <br /> t'- PERCO <br /> STUD,PUTS BLOCKING,RIM, PER� <br /> OR OTHER FRAMING MEMBER <br /> ® ® YIN <br /> ADJOINING PANEL EDGES <br /> BUILT-UP MEMBER <br /> PER(j,`.11'1 <br /> STUD.PLATE.BLOCKING,RIM, <br /> © OR OTHER FRAMING MEMBER <br /> RI. <br /> OH e <br /> 1'I <br /> 0 m m <br /> MIN ADJOINING PANEL EDGES ADJOINING PANEL EDGES <br /> () FACE NAILING APPUES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRWEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF I)4'. <br /> FRAMING NAILS SHALL BE 0.131.0x*1'.0.131-0 3 3'NAILS MAY BE USED WHEN STITCHING TOGETHER(2)23 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 BUILT-UP MEMBERS.USE 0,13150 x 2)1'NAILS AT LTP4 CLIP WHEN INSTALLED OVER&SHEATHING. <br /> . :4 ,41 ..._%;-4 <br /> 1,AP RIM OPTION 1W'PLATE OPTIO) A35 OPTION 1TP40PTIOIN <br /> ® (SECTION 4.3.6.4.3) <br /> ANCHOR BOLTS EMBEDMENT SHALL BET,U.O.N.ALL ANCHORS SHALL HAVE D'4 Tx 0.22D"PLATE WASHERS.PLATE WASHER SHALL EXTEND TO VITHINJ 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 REQUIRED,SO THAT <br /> HALF OF THE PLATE WASHERS ARE WTON)4"OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE.HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. <br /> (+NCHOR SOLT OPTION MUDSILL ANCHOR OPTION <br /> YI"MAX <br /> 353'60.221)'PLATE WASHERS,, i_ �- <br /> _ <br /> I •' :. ` R <br /> • <br /> M �'. <br /> TLA i4 HS H4 ` CONCRETE STEMVMLL }i,DV ,7 CONCRETE STEM WALL <br /> PER PLAN if PFRPIAN <br /> P.T.MUDSILL P.T.MUDSILL <br /> 8(ANCHOR BOLT OPTION) ®MUDSILL ANCHOR OPTIDNI <br /> L3.5 <br />