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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 /> (N Hector Type"S1"centered at and materials as follows: O <br /> (E)upp plate splice location Term Description <br /> (N)Connector Type"S1"centered at N <br /> Install with 8d nails each side of If top plate splice is less than 8'-0",install Nails 00 <br /> the joint 28 to se 10d where (E)top plate splice location <br /> 1 ( ) Connector Type"S1" Install with(9)8d nails each side of 8d(8 penny) 0.131"x 2-112"long a--% <br /> installed over shea the joint(18 total) Joint in(E)top plate at connectors Q <br /> Joint in(E)upper top plate Joint in (E) In area of sheathing,install strap attached over >> <br /> lower top plywood L <br /> over sheathing CM <br /> plate 8d(8 penny) 0.131"x 1-1/2"long 0') <br /> at connectors <br /> attached directly <br /> to framing p > <br /> (E)Single 10d(10 penny) 0.148"x 3"long T--I LL.I <br /> (E)Double cripple wall at connectors <br /> cripple wall top plate attached over LU <br /> plates plywood o <br /> 10d(10 penny) 0.148"x 1-1/2"long <br /> at connectors <br /> attached directly a <br /> to framing <br /> J16d(16 penny) 0.162"x 3-1/2"long <br /> (N)Sheathing,where 20d(20 penny) 0.192"x 4"long <br /> (N)Sheathing,where required.See Detail (E)Cripple stud <br /> required.See Detail 1/D5, (E)Cripple stud 1/D4 or 2/D4 for <br /> Structural wood Simpson Strong-Tie 1/4"SDS,GRK <br /> 1/D4 or 2/D4 for installation screws 3/8"RSS"Climatek",USP Mitek 1/4" <br /> installation (Panel not shown) WS"Gold Coat",or equivalent. O <br /> (Panelnot sown Notes: `o <br /> h ) Notes: 3"screw 3"long structural wood screw � <br /> 1. Floor framing not shown for 1. Floor framing not shown for clarity. 4"screw 4"long structural wood screw O o <br /> 2.In area of sheathing,install strap r sheathing. 2.In area of sheathing,install strap over sheathing. O <br /> 6"screw 6"long structural wood screw c <br /> Wood structural 15/32"Plywood sheathing.Exposure N <br /> panel rating of Exterior or Exposure I. C6 C' <br /> O TOP PLATE SPLICE AT EXISTING DOUBLE TOP PLATES TOP PLATE SPLICE AT EXISTING SINGLE TOP PLATE 4-or5-Ply. (6 � . <br /> or I1 E cti <br /> Oriented Strand Board(OSB) Q O ( CD <br /> Conforming to US Voluntary Product p Q N .T w <br /> Standard PS 2.Exposure rating of H O ) E <br /> Exterior or Exposure I.Manufactured O � <br /> Where(E)blocking is not with exterior glue.Minimum 4-ply. � o <br /> present,install(N)2x blocking (u CL U) 3 -o <br /> with(2)16d nails at each end (N)16 gauge nail stop at all U) N a) ~ Q) <br /> LVL laminated We erhauser"Microllam", r) -a <br /> (E)pipe or plate or stud notches y c <br /> (N)8d at 4"on center conduit install prior to attaching veneer lumber) Boise-Cascade"Versal-am", _ <br /> at edges of sheathing sheathing (E)Cripple wall Georgia-Pacific"GP-Lam", i m <br /> top plate(s) LP"Solid Start",or equivalent. Q () m : <br /> (E)Cripple wall <br /> Provide(N)strap"S1"where (N)Nail stop O `~ <br /> top plate(s) notch depth is greater than 2" Plate washer 3"x 3"square x 0.229"thick. — <br /> N � co <br /> O c <br /> ing for s, "Peel&Stick" Fortiflash,Orange Peel-n-Seal, > � <br /> util' oc etc. flashing tape Typar,Tyvek,Vycor,HardieWrap,or 1 <br /> Install(N)sheathing bituthene equivalent. <br /> _ over the top of(N)nail <br /> stops For Connector types see Sheet S3. <br /> 2max � P <br /> Openi ents, (E)Cripple stud — otch fipple See Sheet D4 or D5 <br /> r lockouts, t�lockouts, t, ( <br /> stud <br /> ABBREVIATIONS <br /> 2max.44 (E) Existing <br /> a" ELEVATION SIDE VI notch (N) New <br /> ii • d' <br /> •a w, r • min. Minimum <br /> r •.d <br /> max. Maximum <br /> ?, o J / <br /> 1 <br /> ' a 4'! , • NTS Not to Scale <br /> typ. Typical Date: <br /> Notes: <br /> 1.Do not r existing vents. Note: Sheet: <br /> 2.Inc r a wood structural panel length a distance equal to the length of blockout(s)or one stud bay width whichever is greater. 1. Floor framing not shown. D <br /> CUTOUT REQUIREMENTS IN BRACED PANELS O ALLOWABLE NOTCHING AND REINFORCING FOR TOP PLATES AND STUDS <br />