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0 <br /> - w <br /> H� <br /> �O <br /> VI <br /> W iZ <br /> U F 20 <br /> Q r. <br /> ,, W= <br /> lL2 i >a <br /> w3 <br /> Q ¢ JJ <br /> a You <br /> —x__ <br /> 08 <br /> min <br /> m <br /> n <br /> „ <br /> SO6 S09 SO6 <br /> (/j R <br /> P1 6 <br /> WW I: <br /> W F. <br /> W as'y <br /> 4 <br /> - - PRE-MAN F. '" sass .� <br /> ROOF TRUSSES — I^ <br /> 18 @ 24"1x,TYP UNO <br /> 509 S09 <br /> f' <br /> __._....ATTIC ACCESS--_; <br /> LL <br /> .PER ARCH'L ...___.... <br /> m n ZD W <br /> n j <br /> CD <br /> w — U, t 7 <br /> J L <br /> do <br /> ROOF FRAMING PLAN NOTES: Q <br /> 1. Roof Sheathing shall be,s"thick(Panel Span Rating 24M6).Fasten Sheathing to Framing with 0.131"0 x "Nails as follows: Q <br /> Framing,Edges fi"oc ^ LL <br /> Framing,Field J W <br /> B o Boundaries,Blocking,SCA Framing <br /> g Clips <br /> At Unframed Panel Edges pmv,de PSCA Fram rig Cl ps centered between each Framing Member,See Drawings for other <br /> Sheathing Nailing requirements <br /> At areas indicated es Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Nate,)at all Unframed Sheathing Parrel <br /> 0 Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y,"Nails as follows: <br /> } _ <br /> Framing,Edges 4"x <br /> Framing,Feld 12"oc <br /> Boundaries,Blocking,Salts 4"oc <br /> —_ —— —— See Drawings for other Sheathing Nailing requirements. n U <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. Z W <br /> Trusses marked Strut shall be designed 1,accommodate the indioated loads and connections. W <br /> 4. Overframing Members shall be 2x4 @ 24"oc posted clown to main framing below w/2x4 @ 48"oc,staggered,or a,indicated by the LL. <br /> —— 1_ — —— —— — Truss Manufacturer. accordance Q <br /> _ 14 6. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in eordance with Note 1. <br /> u'2+11 6 — —— J s- 6. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. U <br /> LL <br /> L,2,2xjx6 I SET GIRDER TRUSS(3 PLY MIN) WALL FRAMING PLAN NOTES: <br /> T Extenor Walls shall be Shear Wall type Pifi with 2,6 Studs @ 16"oc,u.o.n. ,, <br /> (2)2x6 Interior Walls shall be 2x4 Studs @ 16'oc u,o n. LL O <br /> GABLE END TRUSS 1 Vdnare adjacent Shaar Welk are in contact,nail studs together per 3IS06.See 1/S06 for special surd requirements at Shear Wall O V <br /> B 11 B types P1-3.P1-2,and P2-2. <br /> SOB S09 SO6 <br /> 8. Headers shall be 4x6,u.o.n.See Detail 131SO6. Cl) <br /> 18 B 9. Built-up Stud Groups in Walk supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.,.Sea General Structural <br /> A SO6 Notes for fastening requirements. <br /> 7 <br /> 10, Be.10/S06 for Simpson m USP hardware conversion table. <br /> LEGEND <br /> SX X DETAIL CALL-OUT m <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF I/S06 <br /> Q <br /> W <br /> tl <br /> 0 BEARING OR SHEAR WALL BELOW <br /> ou <br /> ®®® POST BELOW m N� <br /> OVER FRAMING PER PLAN NOTE 4 - o <br /> -Tl <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5A <br />