|
Uj
<br /> 0z
<br /> >
<br /> rr
<br /> cc
<br /> rf-o
<br /> sos S 9
<br /> � n
<br /> e
<br /> s
<br /> H
<br /> HOR OR
<br /> Eoo
<br /> IT,
<br /> ASHY
<br /> i oil'
<br /> 66
<br /> $09 Sol
<br /> ILL
<br /> ATTIC ACCESS LLI
<br /> PER ARCH L LL
<br /> IF
<br /> ROOF TRUSSES
<br /> @ 24".c,TYP LINO "r
<br /> uL
<br /> (D zo
<br /> ROOF F <
<br /> RAMI.,�,PLAN/�Q E Panel
<br /> 1. Roof be In o'P at-SparRatill F,,t,,,Sh,athingtoFmmi,g,,thO.13VO,2'N.dirairfoillows, Lij
<br /> RFraming,Edges 1 6"oc —j
<br /> ram—,ngRell D LLJ
<br /> Boundaries locking.Struts Moo
<br /> At Unfer) final Edgel,provide PSCA Frening Cl,psc,ntered between each Framing Mernblir.See Drawings for other
<br /> Sheathing Nailing he
<br /> At areas ndicated as
<br /> Block ed Di.phn.,-p—d.2.Flat Block,ng Per General Structural Notes)at all Unframed Sheathing Panel
<br /> Shia.,i
<br /> Edges Fort-
<br /> Lradnmg Edge$
<br /> GIRDER HIPMASTER
<br /> Sal Drawings for other Sheathing Nading requirements W C) 10�
<br /> Roof Ferring shall be as irdicar,d on plan Ref—General Structural Notes.
<br /> P LLJ
<br /> -Z >
<br /> S090 x 3, Trusses marked Strut shall be designed to accommodate thend-ted loads and corrections W
<br /> 4. 0,erforming Members shall be 2,4 Q 24'cc posted down to-,e,haling below w/214 @ 48 tic staggered,or a,indicated by the meLL-
<br /> Truss Manufacturer.
<br /> ch 5 Pr-ids solid Flat Blocking at all Valleys Frud-Sheathing to Blocking in accordance with Note 1.
<br /> 6 Pir—de H2.SA Clip each side or TLOK6 So—each ply at 2-ply or greater Girder Truss ends,typ
<br /> 1 (2)M)2x6
<br /> WALL FRAMING PLAN NOTES:1
<br /> z 1, ExI,,I,r Walls shall be Shear Wall P1-6 with 2,6 Stud,@ 16'oc u,o.n
<br /> (2)2x6 "Interior Wells shall be 2.4 Studs P 1,cro,uo,
<br /> GABLE END TRUSS Mar adjacent Shear Wail,are in contain,nail studs together per 3/SO6.See VS06 for special stud requirements at Shear Wall 0
<br /> types Pl-2,.ndP2-2,
<br /> Ep,
<br /> Headers shall be 4,6 u.on.See Dead 131S06 U
<br /> 8 Cl)
<br /> 9 8 ill-up Stud Groups in Walls supporting Beams.Posts or Gl,dar Trusses above shall be 12,Stuns u o., See General Srucoursl
<br /> Notes for fastening requirements.
<br /> 10 Sea 1 OIS06 for Simpson to USP hardware conversion table
<br /> LEGEND
<br /> DETAIL CALL-OUT
<br /> SHEAR WALL BELOW PER SCHEDULE OF 11SO6 tz
<br /> BEARING OR SHEAR WALL BELOW
<br /> K
<br /> W
<br /> POST BELOW
<br /> OVER FRAMING PER PLAN NOTE
<br /> of
<br /> HDR HEADER PER PLAN NOTE 6
<br /> 0 1 2 4 8 16 S05B(M)
<br /> 7L77---7-----7
<br />
|