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O <br /> O <br /> �N <br /> �cc <br /> In� <br /> Z. <br /> W rr <br /> �m �z <br /> w— <br /> U w< <br /> U _ <br /> a <br /> o� <br /> mco <br /> m <br /> 11 <br /> SO6 S09 ,SO6 <br /> - - — -A- <br /> H U z <br /> DR HDR 7 <br /> �m <br /> �� II it fl II ��rJ <br /> II II II � <br /> HIPMASTER6Tasgr <br /> Fs r4 e r <br /> _ - - � \ <br /> __----_ eNr," <br /> 11 - 11 <br /> S09 <br /> —--— ----- = C W <br /> AT TIC ACCESS- I' L J <br /> - PER ARCH'L '.. <br /> ROOF TRUSSES <br /> a@ 24"oc,TYR UNO <br /> ROOF FRAMING PLAN NOTES. Q <br /> 1. Roof Sheathing shall be,¢thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0,131"0 x 'Nails as follows W <br /> Framing Edges 6'oc J <br /> Frammq Field 12'oc W <br /> -- -- - o m 6 Bountlanes,Blocking Stnrfs 6'do <br /> a At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.Be,Drawings for other = m <br /> Sheathing Nailing requirements. <br /> At areas' Gated as Blocked Diaphragm rov pde 2,Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel <br /> Edges.Fandsten Sheathing to Framing and Blocking with 0 131 0 x 2)$"Nails as follows <br /> `'+d, Framing,Etlges 4'oc <br /> Framing,Field 12"oc <br /> GIRDER HIPMASTER _ _ Boundaries,Blocking,Struts 1 4"oc <br /> See Drawings for other Sheathing Nailing requirements, '^ W <br /> i I v <br /> -- m � 3 Rooi From ng shall be as indicated on plan Refer to General Structural Notes. � W <br /> $9 O �, Y 3. Trusses marked Strut shall be designed to accommodate the Indicated loads and connections. W <br /> ~ ' 4. Overframin Members shall be 2x4 24"oc Ill @ staggered y g posted down to main frami below w/2x4 48"oc,sta d,or as intlicated b the LL <br /> p -m'm Truss Manufacturer. O <br /> Z a W toz <br /> —O 6. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. <br /> li <br /> 9ti+6 ,Y+6 <br /> 6. Provitle H2.6A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder er Truss ends,typ 1, <br /> (2)2x6 (2)2x6 WALL FRAMING PLAN NOTES. LL J <br /> i. Exler or Walls shall be Shear Wall type PI-6 with 2,6 Studs @ 16"oc,u.o.n. Z <br /> (2)2%6 -- ---- i-6 �_ Intend,Walls shall be 2x4 Studs @ 16'oc u.d.n. 11'' <br /> GABLE END TRUSS Where adjacent Shear Walls are in contact,nail studs together per 3/$06.See 1IS06 for special stud requirements at Shear Well <br /> types Pi-3,PI-2,and P2-2. O V <br /> P1-6 D 1"� 8 <br /> SO6 SG", $O6 8. Headers shall be 4x6,u.o.n.See Detail 131S06. 0 <br /> 6 S09 9. Built-up Stud Groups in Walls supposing Beams.Posts or Girder Trusses above shall be(2)Stutls,u.o.n.See General Structural <br /> O6 <br /> Notes for fastening requirements. <br /> 7 <br /> 10. See 10I506 for Simpson to USP hardware conversion IaDle, <br /> LEGEND <br /> G <br /> SX% DETAIL CALL-OUT m <br /> to <br /> F <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/S06 � <br /> cc <br /> W <br /> BEARING OR SHEAR WALL BELOW t1 <br /> W o <br /> ®®® F N POST BELOW O <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 i 2 4 8 16 <br /> S05B(M) <br />