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WRITTEN DIMENSION5 ON THIS DRAWING SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. <br /> CONTRACTOR SHN1 VERIFY ALL D6ETGIOIG,CONDITIONS,ETC.PERTAINING TO THE WORK <br /> BffORE PROL®IHo.THE OVNER MUST-NO Fw OF ANY VARIATIONS PiOM THE <br /> DIMBGI018 ANID/OR CONDITION5 SHOWN d TG9E DR4NINGS.ANY S1G1 YARIATON SHALL BE <br /> RESOLVED BY THE OP#M PRIOR TO PROCEENNS WNH THE WORK,OR Tit COMRACTOR SHALL <br /> ACCEPT FULL RESPONSIBILITY FOR THE COST TO�TIFY SAME ?137IS f ENE <br /> L' <br /> SHEAR WALL SCHEDULE <br /> PER IBC 2016 22i° CDE@SON <br /> SEE BANS TO DETERMINE THE DIFFERENT DE516NATOR5 FOR SHEAR WALL MATERIALS, STATE OF W.AS{iINt31'ON <br /> NAILING,ANCHOR BOLTS,AND HOLDOHNS.LOCATE HOLDOY4I5 AS CLOSE AS F0551OLF TO THE END <br /> OF THEDMSNATED WALL. <br /> ALL HOLDOYNS,MlCHOR BOLTS,WASFBtS,t NAILS IN CONT <br /> HOT DIPPED GALV ANIZm. ACT WITH P.T.WOOD TO BE oP PLAre <br /> PI • ONE SIDE PLYWOOD HFAose e a oc.ex <br /> m - TWO SIDES RYWOOD cErID wAL <br /> NAIL SPACN6 BILL K(2 <br /> E HFt2 DPN2 ox aTUDa <br /> 1M/LC TOP t BTM.BLK6. p�,� TE VALVE VALUE <br /> I p <br /> PLYWD. m®E FIELD PLATE RP.CID. ANGIOR DOLTSING (#AJ°) (NAP) <br /> F9-6' 6tl 6" 12' 6" 2x4 5/6•0 45' a 10" 22s 2'v5 :I : LL v J , <br /> PI-4' 0G 4° 12' 4° 2x4 5/5•o s2" •7' 329 '..� :I I: NNPI-9•• Qd T 13' 9• 9X4 5/B"a 24' •5' 410 5051LPI-T• Dd 2• IY 2" 9X4 3/4'•24' a 5' S44 6T0 •I I• •I s � (��P2.6"' bd 6• IT 6' 3x4 5/5"a 24• •y 446 310 'IN'AGUP24•' 5d W I2• 4' 3X4 SAW a 20' a B' 6B0P2J'' ed 3' 12• 9• 3X4 3/4'• W' •B'P2-2'• 8tl 2' 12' 2' 3X4 3/W a D' a 4' 105E IIlO (5)tt4 VERTICALS I ex P�,TEq a E""1 <br /> -NOTE,WALLS KTH UNIT SHEAR OF 351NM.OR GREATER 944ALL HAVE FRAMING MEMBERS(SIDS t PLATE) N4 HORIZ.e owe Pu 0 ,q <br /> ABUTTING PANIS.5 NOT LESS THAN 3X MEMBERS fFVR.IBC 2015 TABLE 23063)OR 12" <br /> DOUBLE 2.(PER IBC W15-SECTION 23063 400trob U.5X FRAMING WILL BE NOTED ON FLAIL ---111 ti''x Is'Aa <br /> MUDSILL DO NOT M®TO BE 3X MATERIAL JUST STDS AND PLATES ON ADJOINING PAtB EDGE <br /> NOTE,HEM-IR VALUES HAVE BEEN ADJUSTED AOGDRINS TO IBC TABLE 23063 FooGo[N a.(3) J 6s <br /> SPECIFIG GRAVITY AD UST4NT FACTOR-[I-(OS56)156 FOR HEM-FIR•AS PER AFIPAI[I{03-A5A-As ( l <br /> 1. USE POWER-DRIVEN STEEL STUDS AND NAILS BY HILT'OR RAMSEY M RE APPLICABLE. <br /> 2 PL�MAY BE INSTALLED EITHER HORIZONTALLY OR VBRTIGALLY. W Wj <br /> 3.SOLID BLOCK WITH JOIST UNDER INTERIOR SHEAR WALLS. v J <br /> SHEAR WALL NOTES •C <br /> 1/16^055 OR PLYWOOD 51EATMN6-USE ed COMMON OR GALVANIZED NAILS.BLOOK ALL PATEN. � <br /> EDGES.LONG DIMENSIONS OF PLYWOOD MAY BE INSTALLED VERTCAI.LY.WAIL a 12 O.C.TO ALL HIGH STEM WALL (STHDI4) <br /> INTERMEDIATE STUDS.WHERE 3•NAIL SPACING 15 SPECIFIED AT PANEL ED&E5,USE I-V2'8d <br /> SHORT NAILS OR BX STUDS WITH IOd COMMON NAILS.FOR 2'NAIL SPACIN5,USE 3X STUDS O LATERAL RESTRA IAIT PANEL <br /> AND STASSER PANELS.I—PLYWOOD 5 2 SIDES OF WALL•JOINTS TO FALL ON <br /> SEPARATE STUDS ON EACH SIDE SEE GENERAL NOTES NO SCALE <br /> FLOOR PLYVILVD-USE W COMMON NAILS N 10"O.G.AT INTENM'EDIATE SUPPORTS,6'OC. <br /> AT ALL PANEL EDGES AND 4'O.C.AT ALL STEM WALLS,UNLESS OTHEEw15E 5HOM ON PLANS. <br /> FLOOR JOISTS-JOIST PMRALLEL TO FLOOR OPENI1465 AND EXTERIOR WALL5 SHALL BE <br /> GRO"A BLOOKED AT 46.O.G.a ED5E W(4)IOd NAILS FOR THE FIRST BAY. <br /> 3'z 5' X 1/4'SGUME WA5ER5 AT ALL ANCHOR BOLTS. <br /> STAPLE SCHEDULE <br /> 1A6'O5B OR PLYWOOD 5_.THING <br /> ALLOWABLE SHEAR VALUES <br /> IHi 16 g°9'STAPLE-DF N3 ENDS U6 16 gags STAPLES-HF N2 STUDS SHEAR WALL <br /> 6•o<.-155 WK. 6'OL.-IT N/yL TYPE E'ER PLAN- O <br /> 4'oL.-290 N/PL 4'o<.-I✓'.B N/R. REFER TO SHEAR <br /> SGHEIDULE POR <br /> 3' 310 N/ft. <br /> 254 W R. PLATE NAILING t 2X 5T)DIS O — <br /> 2"oL.-395 N/PL 2'o<.-svN/ML EDGE NAILING eIb'o— <br /> FIELD SPACING,12"OG.NAILS<STAPLES. PLYWOOD SUB- 2X STUD/SHEAR WALL: <br /> PLYWD. NAIL PE32 PLANES,SEE <br /> SEER PLOA.NR PER PLAN FAAOR SHEAR WALL SCHEDULE. <br /> HOLDOYNIS-INSTALL SIMPSON HOLDOM5 OR EMIVALENT AT THE END OF SHEAR WALLS FLOOR J 157` BOTTOM PLATE NAILING M /// <br /> K4 N SHOWN ON DRAWINGS.TO ATTACH USE 2X OR 3X W N2 CONSTRICTION GRACES AS PER PLAN I.R.SCHEDULE TO 2X '{ii■ <br /> SHEAR WARY BOUNDARY ELEMENTS.HOLDOYM ARE ONLY REOUIRED WORE SHOWN ON PLANS. ('3)IOd TOE NAIL RIM—1ST <br /> JOIST TO TOP NAILING PER SHEAR z <br /> PLATE y <br /> WALL SCHEDULE fI/-�� iF <br /> DOUBLE SOLID 3X BLOCK <br /> 4X FOUND.BEAM BLOCKING AT <br /> PER FLAN BEARING <br /> Ibd TOENAIL 6" <br /> TO TOP PLATES v ■\ <br /> DX STUD/SHEAR WALL, O <br /> SHEAR WALL WITH NAIL PER PLANS,SEE <br /> BEARING BEAM BELOW SHEAR WALL SCHEDULE. <br /> OFFSET INTERIOR <br /> Z 5HEAR WALL TO FLOOR DETAILS SHEAR WALL <br /> NOT TO SCALE O NO SCALE t <br /> it <br /> date: 04-I5-21 <br /> loa a 4"a.L.-RooF Ioa a 4"o.L.-Roof permit: <br /> SHEATHING TO TOP SHEATHING TO TOP <br /> CHORD TRV55. CHORD TR456. rEVI5I0Y15: <br /> TRUSG OVER <br /> PLYWOOD ROOF S.W.TO HAVE PLYWOOD ROOF <br /> SHEATHING BLOCKING AT SHEATHING <br /> TRUSSES TRUSSES <br /> PER PLAN PER PLAN <br /> 2X NAILER- <br /> N 11-TO BOTTOM <br /> CHORD W/Ibd <br /> b"o.O. .e.93 GONTINVE <br /> CLIPS SHEAR WALL drawn : AM <br /> 5/4"PLYWOOD ..G-H�� TO ROOF checkA by:MRA <br /> Si--F�E'T <br /> 2 ROWS Ibd Ibd•4"o.L. <br /> NAILS•b"o.L. PLYWOOD TO <br /> PLYWOOD TO I,1AIL�. <br /> TOP PLATE <br /> SHEAR WALL SHEAR WALL <br /> S.GHEDULE --ULE OF-- <br /> ®SHEAR WALL PARALLEL TO 7RLJ55 <br /> NO SCALE <br />