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W <br /> a z= <br /> -- <br /> ,L <br /> -- - -- HD <br /> I I T <br /> I <br /> } W <br /> - y-- <br /> jl II ' � I II II <br /> HIPMASTER <br /> C_ (RY rem <br /> S09 /I S09 <br /> 00 LL <br /> LLJ <br /> _ ATTIL'ACC_53 � J <br /> LLJ <br /> PER I li L <br /> T <br /> ... J _. PRE-MANUr _.... �� Q <br /> ROOF TRUS3Ec. <br /> a N 24"oc,TYP W 1 7 (D <br /> O Z <br /> ROOF FRAMING PLAN NOTES: min` 1. Roof Sheat g� Nick(Panel Span Rating <br /> ng 24I16).Fasten Sheathing to Fra g will 0.131"0 x 2Y_Na Is as folows'. W <br /> m From Edges 6 oc J <br /> Framing, <br /> 8 Boundaries Blocking,Struts 6'oe RI1J <br /> S�6 At Unl ed Patel Edges provide PSG Fram ng Cle,s cernerad between each Framing Member.Sea Draw ngs fit other <br /> Sheathing Na'I ng requ m—ts <br /> 'ap ag p -I t Block n General Structural Notes t sit Unframed Sheathing Panel <br /> - —- Al a,eas nd cated as Blocked O Itr 'de 2x r a g riper )a g <br /> Edges.Fasten Sheathing to Fram hg and Blocking w t <br /> *6 � 0 131 0 x 2v"No la as follows <br /> Framing,Edges 4 ococ <br /> Framing,Fleld ,2"oc <br /> _ GIRDER HIPNIAST'I Boundaries,Blocking.Struts 1 4-oc <br /> Se6 Drawings for other Sheathing Nailing requirements. /n <br /> Root F—n ny shall be as ndcated on plat Refer to General Structural Notes v 11' <br /> ^• - ,Ir. aen,a ins toted loads and connections. z 5 <br /> �? 'J 3. Trusses narked Strut shall be designed t ccommod W <br /> \S09 IZ 1 <br /> 4: II QU 4. Overtrami,g Members shall be 2x4 @ 24 oc posted di wn to n a i(ram ng below w/2.4 @ 48'oc,sleggeretl ur as nd,cated 6y the U <br /> 4 rp Truss Manufa 7urer <br /> I m <br /> \I Z N 6. Provide solid Flat Blocking at all Valleys Fasten Sheathing to Block'ng,n accordance with Note 1. <br /> 6. Provide H2,5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,trip, <br /> (2)2x6 WALL FRAMING PLAN NOTES. _____ <br /> 7. Extedor Walls shall be Shear Studs <br /> type Pt{.with 2x6 Studs @ 16 oc,u.o.n. Z <br /> Interior Walls shall be 2x4 Slutls @ I6'oc u.o n. <br /> f— <br /> '`"' --``i VMere adjacent Shear Walls are m-nuict na I studs together per 3IS06.See 1/S06 for spec al stud requ tether L at Shear Wall <br /> GA6 END TRU56 O U <br /> types P1-3.P1 2 and P2 2. <br /> 8. Headers shall be 4x6 u -Dee Detail 131806. U <br /> ^� ' 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be 12)Studs,u.o.n.See General Structural +� <br /> Notes for fastening requirements. <br /> 10. See 10rS06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> DETAIL CALL-0UT M <br /> do <br /> 1-X_ SHEAR WALL BELOW PER SCHEDULE OF 1/SOS M <br /> WK <br /> R <br /> BEARING OR SHEAR WALL SEL'''W <br /> / F N <br /> /-` POST BELOW y� <br /> OVER FRAMING PER PLAN NOTE 4 W O <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 , 2 4 8 16 `S05D(M) <br />