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W <br /> it <br /> V I <br /> W_ti <br /> 8 8 <br /> SO6 SO6 _— <br /> ii I N <br /> (2)2a6 rr_... (2)2x8---. . G �_ <br /> V <br /> m <br /> I I Vw - <br /> � <br /> l l l i II II <br /> AT TAG E.;. kSTER r�TTns r i <br /> PERAH III ( . �° •h <br /> 1 <br /> I S09 <br /> 1 �cy�� LL_ <br /> co <br /> W <br /> II <br /> 2 w <br /> -.. PRE-MAkli <br /> ROOF <br /> TRUSSES CD <br /> �24"04 � t <br /> TVP UNO <br /> OZ <br /> ROOF FRAMING PLAN NOTES: W <br /> T. Roof Sheathing shall be/a'thick(Panel Span Pat 24I16).Fasten Sheathing to Faming with D.131"0 x 2Y"Nails as follows: LLI <br /> Framing,Edges 6'bc J <br /> Fram ng Field 12'oc LU <br /> __ ... Boundaries Blocking,Struts 6'oc - <br /> ... At Unfi d P s de PSCA Framing Chips m <br /> Panel Edges,provide g,ps centered between each Framing Mamba.See Draw ngs for o0,ar <br /> --- Sheath ng Na'1mg rsur-amends. <br /> At areas lock cated as Blocked Diaphragm provide 2,Flat Blocking(per General Slrucluial Notes)at all U ihar=tl Sheathing Panel .- ---- -� <br /> Edges Fasten Sheathing to Framing and Blocking with G 131 m x 2Y"Nails as follows: <br /> Fratn n Edge. 4 oc <br /> Framin Field 12'oc <br /> Bound Gies Blocking SUuis 4'oc F- I <br /> s' P MASTER 2+6 See Drawings for other Sheathing Na ling requirements. `('� LLI <br /> I'� I Root F g shall b d 1 tl on pia,.Rater ro G Structural Notes. LU <br /> fiusses marked Strut shall the designed to accommodate th-unduoded loads and cor a1s. z LLI <br /> W W <br /> SOB <br /> (D 4. 0-1 n ig Munbers shah he 2.@ 24 oc posted dnw t ui fra niig below w/.x4(g 48 oc,ataggeretl or as ndicated by the W <br /> r v Truss Manufacturer. 0 . <br /> O s <br /> II Z do O 5. Prod Itl Flat Blockuig at all Valleys.Fasten Sliealt ng to BW k ng in accortlance w h <Nola 1 _` <br /> 6. Provide H2 5A CI p each s du o TLOK6 Screw each ply at 2-ply of greater Girder Truss ands,lyp. 1(�,`/ <br /> titifi6 LL <br /> WALL FRAMING PLAN OTES' J Z <br /> (2)2x6 <br /> —'ilk N Lj„ <br /> 7 Exterior Walls shall be Shear Wall type P1-6 with 24 Slid id,—, <br /> Q 16' .—, 1 <br /> - -- Interior Walls shall be 2x4 Studs Co 16"oc u o n <br /> (2)2 xr, ?x6�� O f— <br /> d— '— n —,, Met. dj P nt2Shear Walls are ni contact na studs together per WS06.See VS06 lot special stud requde—its at Shear Wall <br /> types d P2 2. _ <br /> r�ABCE END TR1 j-S O Q <br /> a 11 8. Head hall be 4 6, See Detail 13I506. L <br /> SO6 S08 <br /> 5. Note Stud Gups in Waas supporting Beams Posts or Grter d Trusses above shall be j2j S¢itls lion.Sae General SVuclural <br /> 454 s f m <br /> 6.� i� 9� Notes'of fadleninfl requueman[s. <br /> 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX X DETAIL CALL-OUT <br /> j I <br /> F15 <br /> y <br /> 1-X SHEAR WALL BELOW PER SCHEDULE OF 1lS06 ~ <br /> LU <br /> W <br /> BEARING OR SHEAR WALL BELOW <br /> POST BELOW O <br /> OVER FRAMING PER PLAN NOTE 4 W c <br /> CL <br /> HOR HEADER PER PLAN NOTE 6 <br /> G 1 2 4 a 1ti <br /> S05B(M) <br /> I <br />