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YCA.D9 <br /> WAS// <br /> 12dm NAIL <br /> AI gS�3S�p�o <br /> (FACG NAIL'PER I/9900 <br /> m SHEAR WALLS) <br /> --- <br /> _________ ----- _____ ______ W SHEAR ALL SCHEDULE <br /> (IN ACCORDANCE 5VPINS-2019 SECTION 4.5)W/AN51/AFIPA <br /> / LTr STRAP LOCATION V <br /> J <br /> HEADER PER PLAN TOP CHORD 5PLIGE ® 'J <br /> ANEL EDGE NAILING r MINIMUM WIDTH OF © $ 2 <br /> FIGHT G5I6x96"STRAPS m NAIL®PAGEOP ANCHORAGE TO SEISMIC WIND 0 WINDOW CORNERS BOTTOM CHORD 5PLIGE O PRAMINm•ADJOINING m UPANS BDbE9 CONCRETE CAPACITY CAPACITY(APPLY OVER SHEATHING) PAWL o ® - - mfj/�PJLIL <br /> � EDGE SINGLE BUILT-UP MUDBILL PAGE FRAMING ANCHOR MUD51LL hib s 2 h/b a Z TYPE SHEATHING NAILING MEMBER MEMBER PLATE NAILING CLIPS BOLTS ANCHORS HAP•5b hM•93______________ _____ ASS m SO"oc w F Lu H <br /> PI-6 SIDE WOO Zx 2x Zx b"oc or %"m m 6O"oc MASAP m 9Z"ec Z4O-PIP Z40-pIP o <br /> 194 IP 19 IP W m <br /> LTPS m 26"oc -P a <br /> 4'-O"MIN.BETWEEN SPLICES A95 m 20"oG o = o a <br /> PI-4 SIDE Woe 2x 2x Zx 4'oe or %"m m 46'1 MASAP m 56"oe BBO,PIP -PIP a w <br /> -2x4 FLAT 9LOGKING LIPS m I8"oc 284-p1f 284-p1f 2 <br /> LOCATE 5PLIGE m CENTERLINE rn ] 0 <br /> BEHIND STRAP OF VERT.STUD,TYP. A95 m "oc <c Q m U <br /> PI-2 SIDE 2'oc ex (2)2x Zx Z"oc or %"o m 20"oc MASAP m 19"oc S90-plt 8Z01 <br /> LT., <br /> m 1`2"oc 4T8-PIP 699-pIP i <br /> LL m <br /> 0 <br /> TOP PLATE PER 18/S900 g UO <br /> (2)2x STUD-NAIL SHEATHING <br /> c <br /> TO EACH MEMBER w/HALF OF SHEAR WALL SCHEDULE NOTES uS <br /> SHEATHING NAILS QI Ne"I or%2"PLYWOOD SHEATHING OR 51DIN6 EXCEPT GROUP S SPECIES. MINIMUM PANEL SPAN RATING OF(24/0). PANELS SHALL _ <br /> NOT BE LE55 THAN 4'1 EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY <br /> HOU HOLD DOYW PER PLAN AND FASTENED TO FRAMING MEMBERS OR BLOCKING.(5ECTION 4.5.1.I.1) <br /> W AD.PER SIMPSON <br /> STRONGTic <br /> ® PANEL NAILS m 12"1 MAXIMUM STUD SPACING SHALL BE SHEATH NG NAILS SHALL BE 0.131 2U�EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING <br /> 16"oc. I "m x �+ <br /> ANCHOR DOLTS PER I/5900 STAGGERED. NAILS SHALL BE LOCATED AT LEAST I%"FROM THE PANEL EDGES.(SECTION 4.B.T.1.2.t PLYWOOD EDGE NAILING SHALL BE <br /> SECTION 4.5.1.1.5) <br /> 11 <br /> STG-WALL PER <br /> :.°n.:• .II. II FOUNDATION PLAN <br /> r I I II LV e� z <br /> HEADER PER PLA aix z BTL <br /> NAIL. <br /> (2ROWS IZd m2'oc ENGINEERING <br /> 11 .. A•'T'� 'II <br /> � I II a � wm•..Nw m <br /> ADD L FULL I <br /> .II 14 :•. .. :�I : Zx HEADER T m OPENING }EIGHT STUD <br /> W/( 1 I i1 Nm�uw�:we~m <br /> TOENAILS _____ <br /> J <br /> a, c• ,ry 6: EA.END 5TUDS PER PLAN = PANEL EDGE NAILING PER <br /> • d • [(1)2x U.O.N.] q}Pz GI(5TAI T,O <br /> . m• ®THE MINIMUM NOMINAL WIDTH or THE NAILED FAGS OF FRAMING AND BLOCKING AT ADJOINING PANEL GDGES SHALL BE AS INDICATED IN <br /> -- THE 50HEDULE.(SECTION 4.5.9.1.4) <br /> r^I✓ 14 15 o,PLATE,ELOGKINm, <br /> RIM OR OTHER PER kj� <br /> RAMING MEMBER <br /> (2)2x 5TUD-NAIL SHEATHING <br /> TO EACH MEMBER w/HALF OF <br /> SHEATHING NAILS <br /> �a <br /> STRAP HOLD DOWN PER PLAN i MINKMIN �9 W <br /> NAIL STRAP OVER SHEATHING ADJOINING <br /> SOLID BLOCKING DELOH PANEL EDGES o <br /> EUILT-UP 91VD9 BUILT-F MCMBER 11, ly <br /> PER m q W C 5T1D,PLATE,BLOCKING, �U' <br /> RIM T OTHER to N <br /> FRAMING MEMBER y Q N <br /> V <br /> ------------------------- --------- - - - - W <br /> MIN ADJOINING /R W <br /> ' PANEL WINES <br /> v 1>Y <br /> ® FACE NAILING APPLIES To CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN a Z aMEMB 9 ER MINIMUM OF luJ". FRAMING NAILS SHALL BE 0.191" x%". O.I51"6x5"NAILS MAY BE USED WHEN STITCHING TOGETHER(2)2x N a O a <br /> MEMBERS WITH NO SPACERS. <br /> za <br /> ®AT ADJOINING PAL GDGES L W4L9@ SHEATHING CANNOT LAP ON SINGLE MENHDER AND FACE NAILING CANNOT BE ACCOMPLISHED, <br /> FRAMING CLIPS SHALL BE IYJED TO FASTEN BUILT-UP MGMBGRS, z o L�L <br /> �yz 1 <br /> I^Y <br /> 2 c� <br /> STRAP HOLD DOWN PER PANEL EDGE NAILING PER SHEAR WALL SGFEDULE U <br /> III <br /> p <br /> (Z)Zx STUD-NAIL SHEATHING PLAN(WHERE OCCURS) �f <br /> TO EACH MEMBER w/-ALP OF FACE NAILING PER <br /> SHGATHING NAILS SHEAR WALL SCHEDULE <br /> I I LAP OPTION A55 OPTION LTPS OPTION W <br /> HDU HOLD DOWN PER PLAN ©ANCHOR BOLTS EMBEDMENT SHALL BE T",U.O.N.ALL ANCHORS SHALL HAVE 5"x 5"x 0.229"PLATE WASHERS. PLATE WASHER SHALL <br /> ST RONG TIE AD.PER 91MP90N - - EXTEND TO WITHIN)4"of THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING EATHING. IF SH IS ON BOTH SIDES OF THE WALL, U <br /> ST STA66ER THE ANCHOR BOLTS,AS REQUIRED,50 THAT HALF OF THE PLATE WASHERS ARE WITHIN)4"OF THE EDGE OF THE BOTTOM <br /> DLID IDLOGKINb PANEL EDGE NAILING HOLD DOWN AND ADD'L PLATE ON EACH SIDE. HOLE IN PLATE WASHE GTION R5 MAY BE DIAGONALLY SLOTTED. (5E 4.5.6.4.5) <br /> PER SHEAR WALL STUD PER PLAN <br /> SCHEDULE (pH.{ERE OCCURS) ALTERNATIVELY,SIMP50N STRONG TIE MUDSILL ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURE'5 PROCEDURES AND U <br />>, E5R-2555. <br /> IZ+ SUDS PER PLA <br /> FACE NAILING PER ANCHOR BOLT OPTION NMIDSILL ANCHOR OPTION Q CL Z <br /> SHEAR WALL SCHEDULE <br /> a' )6"MAX <br /> II -------- <br /> ----- . <br /> STRA <br /> HOLD <br /> u r', 1 <br /> II A ry 4,II t PLANI(WHERE OGWGURS)R PLATE WASHERS I .: 0 a s <br /> ., • ". PER SHEAR WALL SHEAR WALL SCHEDULE <br /> n PANEL EDGE NAILING N •. <br /> e.. '.:I a ter:.: .`'ti.,r m 3 Ci <br /> LLSTEM WALL PGR .., PAGE NAILING PER 1.4r..,: ".:;M... ,.: GONGRGTE STEM r �. „.... _ <br /> a <br /> SCHEDULE P <br /> M cONGRETE STEM 01 N <br /> 'FOUNDATION PLAN HOLD DOWN AND ADD'L ,.'Nay Y'IALL PER PLAN rh;::4ry r'. :: WALL nit PLAN O <br /> N <br /> P.T.MUDSILL P.T.MUDSILL O <br /> ANCHOR BOLTS PG9l I/S90o STUD PER PLAN a- <br /> __ (WHERE OCCURS) MU ILLLAAN COR U O <br /> STUDS PER PLAN ©(ANCHOR BOLTS) PER <br /> IN <br /> STUDS PER PLAN <br /> 2 CITY OF EVERETT 0 <br /> REVIEWED FOR PERMIT N <br />