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MATERIAL KEY: <br /> Below is a key to common call-outs in the details. <br /> Unless specified otherwise in the details,use the sizes <br /> and materials as follows: O <br /> Term Description N <br /> Note: Nails CO 00 <br /> (E)Wall framing See Sheet D3 or D3.1 for floor 8d(8 penny) 0.131"x 2-1/2"long a--% O') <br /> framing to cripple wall connections. (E)Wall framing at connectors Q <br /> (Framing may vary from condition attached over <br /> L <br /> shown in this detail) plywood <br /> M }; <br /> (E)Floor joist or (E)Floor sheathing 8d(8 penny) 0.131"x 1-112"long 4_1 <br /> (E)blocking at connectors <br /> Provide all'requirep'noiling E End'oistor attacheddirectly <br /> at upper to lake ( ) 1 to framing p > <br /> PP p P (E)blocking 10d 10 penny) 0.148"x 3'Ion � LLI <br /> Provide additional 8d at 12" ( p Y) � 9 <br /> on center at bottom plate (E)Top plates) at connectors <br /> (where occurs) attached over LJJ <br /> plywood o <br /> (E)Floor joist,or(E)or(N)blocking, 10d(10 penny) 0.148"x 1-1/2"long <br /> v " see Sheet D3 at connectors of <br /> s attached directly a <br /> to framing <br /> 0 <br /> o (N)Wood structural panel.Fasten (E)Top plate(s) 9 <br /> (N)2x blocking. m C a with 8d nails at all panel edges at 16d(16 penny) 0.162"x 3-112"long <br /> See Note 8 X ;� spacing specified on the 20d(20 penny) 0.192"x 4"long <br /> CIOEarthquake Retrofit Schedule <br /> CID _E (Sheet S3.1 and 12"on center at Structural wood Simpson Strong-Tie 1/4"SIDS,GRK <br /> (N)Wood structural panel <br /> a? """screws 3/8 RSS Climatek,USP Mitek 1/4" C <br /> 17) <br /> intermediate supports <br /> WS"Gold Coat",or equivalent. <br /> • — 3 <br /> fn PIN L 3"screw 3"long structural wood screw o <br /> (N)2x4 or 2x6 cripple stud.Faste — <br /> cc 4"screw 4"long structural wood screw Io <br /> (N)2-1/2"to 3"diameter to(E)stud with 16d nails at 4" 3 ( 0 <br /> vent holes at each bay center,staggered to avoid ting. a (E)Cripple stud 6"screw 6"long structural wood screw a <br /> Place hole over each(N) <br /> foundation anchor bolt Wood structural 15/32"Plywood sheathing.Exposure N <br /> for inspection,not s panel rating of Exterior or Exposure I. C6 CM <br /> 4 4-or 5-PI = <br /> required at insulated ( e-do ith anchor r, (N)Tie-down or y — <br /> walls ° See' own"table on Sheet S3 E N <br /> a, Oriented Strand Board(OSB) 3CD <br /> Ti wn be installed on either CD Y Conforming to US Voluntary Product — �(N)Blocking required where a of double ' le studs o Standard PS 2.Exposure rating of F E LU <br /> Z <br /> (E)foundation sill is wider I o0 0 (N)foundation sill Exterior or Exposure I.Manufactured <br /> than(E)cripple studs o— � C) .2 <br /> See Detail 2/D1 I blocking,as required with exterior glue.Minimum 4-ply. — I E o <br /> 1� I/// (N)Foundation sill anchor u: 3 <br /> See Detail 1/D1 or21D1 E (E)Foundation sill �'a) I— <br /> LVL(laminated Weyerhauser"Microllam", N o) -a <br /> (E)Foundation sill Last anchor may be located in en 3 -a c <br /> veneer lumber) Boise-Cascade"VersaLam", 11 <br /> bay or bay adjacent to tie-down (E)Reinforcing Georgia-Pacific"GP-Lam", <br /> bars,if present LP"Solid Start",or equivalent. () m <br /> O <br /> (E)Concrete • Plate washer 3"x 3"square x 0.229"thick. <br /> U foundation � - <br /> p p "Peel&Stick" Fortiflash,Orange Peel-n-Seal, <br /> S1flashing tape Typar,Tyvek,Vycor,HardieWrap,or _0 <br /> _ _ _ _ _ — _ _ 41 <br /> — U• bituthene equivalent. <br /> For Connector types see Sheet S3. <br /> L L M C <br /> 3"min. <br /> SEE (E)Reinforcing bars may or may not be 3"mn.i <br /> SECTION present.Do not drill through any(E) <br /> reinforcement during the installation of ABBREVIATIONS <br /> Notes: anchors <br /> 8 <br /> ELEVATION "min. SECTION SECTION <br /> 1. For strapping at top plate splices,s etails 1/D6 or 21D6. 12"max. (E) Existing <br /> 2.At crawlspace vents or similar ' e-wall blockouts,see Detail 31D6. (Foundation sill BLOCKING REQUIRED) (NO foundation sill BLOCKING (N) New <br /> REQUIRED) <br /> 3.Prior to installing wood stru I panels,see Detail 4/D6 where pipes or conduits pass through cripple studs or top plates. min. Minimum <br /> 4."W"indicates the width n existing foundation,or new foundation constructed in accordance with Detail 6/S3.1. max. Maximum y1� <br /> 5."D"indicates the d of an existing foundation,or new foundation constructed in accordance with Detail 6/S3.1. NTS Not to Scale <br /> 6.For existing fo ions,see Supplemental Technical Notes,Sheet 32,Section R for additional requirements. <br /> 7.Wood stru panels may be installed vertically(face grain parallel to stud)or horizontally. typ. Typical Date: <br /> 8.Provid flat blocking at all horizontal panel edges. <br /> Sheet: <br /> TYPICAL INSTALLATION D5 <br />