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0 <br /> w <br /> I— <br /> ;o <br /> N� <br /> W Z <br /> e jC <br /> o =t <br /> Fr <br /> Uf a x <br /> O _ ;C}} <br /> a ww <br /> 0m <br /> T <br /> 11 � <br /> sos so9 sos <br /> v <br /> Pi-6 `= <br /> R+ <br /> HDR HDR <br /> kh <br /> letr <br /> co+s / ryrL <br /> z <br /> I <br /> PRE MANUF. <br /> ROOF TRUSSES <br /> 16 @ 24"lac,TYP UNO <br /> 16 Ct41L <br /> 509 S09 <br /> f <br /> �0 ADO <br /> - --- - PER ARCH'L ---- '� Ilt <br /> ~ a <br /> ❑ ❑ <br /> w - du <br /> w J � z <br /> m m � t <br /> yy^ <br /> ROOF FRAMING PLAN NOTES: 16J J Q <br /> Roof Sheathing shall be''/s'thick(Panel Span Racing 24/'16).Faslan Sheathing to Framing with 0.131"0 x 2Y,"N ails as follows: t� <br /> Framing,Edges 6"oc �^ W <br /> J <br /> Framing Field 12'oc L I <br /> 6 I❑ \ Boundanes Blocking Struts I 6"oc T <br /> SO6 1 At Unframed Panel Edges,Pmde PSCA Frammg Clips centered ntered between each Framing M mer See Omwing>for other vi Q <br /> -_--_ _ She0 g Nailing mq- menu. <br /> At areas-d' tetl a BI ked D aph'aghr provide 2.Flat Bock ng(per General Strucurat Notes)at all Unframed Sheathing Panel .. <br /> Edges.Faster,Sheathingto Framing and Bock'ng with 0.13t 0 x 2'/,•Na Is as follows: <br /> Framing,Edges 4^oc <br /> _ _= Framing,Field 12"oc <br /> Boundaries.Blocking.Struts a"oc ^ <br /> —— —_ See Drawings for other Sheathing Nailing requirements. �! W <br /> 2. Root Framing shall be as rid-ted on plan.Refer to General Structural Notes. �., of <br /> 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> 4. O—frarrin Members shall be 2x4 24"oc <br /> Truss Manufacturer. @ posted down to main framing below w/2x4 @ 48"oc,staggered.or as'mdicated by the �� 0 <br /> 5. Provide solid Flat Blockingt all Valle s.Fasten Sheathing to Blockin dance with Note 1. <br /> �14 a Y 9 9in actor__o' S. 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,Np. '�''II� U <br /> (2)2x6 (2)2x6 INSET GIRDER TRUSS I:PLV MIN) WALL FRAMING PLAN NOTES: Ld�.. <br /> _ 'r. Exter or Walls shall be Shear Wall type P1 6 with 2.6 Sys @ u 16Pc, .o.n. Z <br /> �L O <br /> 1-6 — (2)2x6 Inter or Wass shall be 2,4 Studs @ 16 pc.—n _ <br /> Where adjacent shear walla am in contact,non studs tngdNer per 3ISD5.5ee 11556 for special stud requrerwIR at Shear Wall ~ <br /> GABLE END TRUSS v <br /> 6 11 8 type,Pt-3,Pi-2.and P2-2. <br /> 509 S06 1-6 �� <br /> SOB <br /> 8. Headers shall be 4,6,u.o.n.See Detail 13/S06. U) <br /> 18 8 9 Built-up Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be(2)Stud,.o o.n.See General Structural <br /> S09 $O6 Notes for fastening requirements. <br /> 10. See 10/S06 for Simpson m USP hardware conversion table. <br /> LEGEND <br /> XX DETAIL CALL-OUT p`] <br /> SX.X � <br /> o� <br /> P1_X SHEAR WALL BELOW PER SCHEDULE OF I/S06 - <br /> w <br /> L_� a <br /> BEARING OR SHEAF WALL BELOW <br /> W <br /> Q _ <br /> lnl POST BELOW ❑ � <br /> IS <br /> OVER FRAMING PER PLAN NOTE' W <br /> K <br /> HDR HEADER PER PLAN NOTE 8 ua=ro 0 1 2 4 9 16 S05A <br />