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G <br /> r + <br /> 3i <br /> Q ff 21' <br /> u <br /> _LA J ¢ <br /> GABLE <br /> a cow <br /> mm <br /> 8 8 18 armor. <br /> sos sos so9 <br /> ND TRUSS <br /> r�r�-jj D <br /> li7 30 5 <br /> z <br /> w- - <br /> a <br /> ATTIC ACCESS S09 <br /> PRE-MANUF. PER ARCH'L <br /> ROOF <br /> TRUSSES -------- <br /> .yp W <br /> @ UNO <br /> 7 w <br /> _ L (D <br /> 8 Q <br /> sos �i <br /> 0 z <br /> ROOF FRAMING PLAN NOTES: Q <br /> 1. Roof Sheathing shall be/a"Slick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 2Y�"Nails as follows: <br /> Framing,Edges 6"oc W <br /> Framing,Fiekl 1Tx J <br /> GABLE END TRUSS Boundaries,Blocking,Stuts 6"oc J w <br /> +• At Unframed Panel Etlges,provide PSCA Fromirg Clips centered between each framing Member.See Drawinys for other m <br /> Sheathing Na I ng requ remenis - <br /> At areas indicated as Blocked Diaphragm provide 2,Flat Blocking lips,General St—al Note,)al all Unframed Shealhmg Panel ----_ _ _ <br /> __ ______ ________ Edges.Fasten Sheathing to Framing and Blocking wish 0.131"0 x?y"Nails as follows: <br /> " Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> Boundaries,Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. !n <br /> ILYV <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. vz W <br /> 3. Trusses..*ad Strut shall be designed to accommodate the indicated loads and conneclions. W <br /> 18 4. Overframin Members shall be 2x4 24"oc <br /> - S09 9 @ posted down to main framing below w/2,4 @ 48'oc,staggered or as indicated by the LL <br /> Truss Manufacturer. O <br /> (2)2x6 5. Provide sold Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note i. <br /> GABLE END \ <br /> _-- _ --- TRUSS ~ <br /> (2)2x6 6. Provide H2.SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. 1 U <br /> WALL FRAMING PLAN NOTES: LL J ' <br /> 7. Exterior Walls shall be Shear Wall type Pl6 with 2x6 Sheds @ 16"oc,—.n. z <br /> 16 8 P1 Intetlor Walls shall be 2.4 Studs @ 16'bc,u.o.n. LL O_ <br /> S09 $O6 Where adjacent Shear Walls are in contact,nail studs together per 3/S06.See 1/S06 for special stud requirements at Shea,Wall O <br /> 11 8 MONO types Pt-3.P7.2,and P2-2. O U <br /> S09 SO6 TRUSSES <br /> Q 24"oc B Headers shall be 4x6,u.¢n.See Detail 131306. U) <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs, .An See General Structural s�a� <br /> Notes for fastening requirements. <br /> 10. Sae 10/806 For Simpson to USP hardware conversion table. <br /> LEGEND <br /> a <br /> .-1 CAU-our <br /> sx.x In <br /> N <br /> P1-x I SHEAR WALL BELOW PER SCHEDULE OF i/SW � <br /> K <br /> w <br /> a <br /> BEARING OR SHEAR WALL BELOW W <br /> ~ N <br /> ®®® POST BELOW ¢O <br /> OVER FRAMING PER PLAN NOTE 4 w o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 76 S 0 5 B <br />