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w <br /> �o <br /> '^m <br /> W ?Z <br /> 2 U <br /> J w= <br /> Qa J J <br /> a 2w <br /> 0 <br /> wm <br /> SO6 SUS� SO6 r <br /> -- - E <br /> (2)2x6 _ I Ij-- (2)2X8-_- .. S' <br /> Z'�2 <br /> s <br /> -_. ATTIC ACCES., STER <br /> PERARCHL" .h of,ASH'N' <br /> a <br /> ti <br /> S09 S09 <br /> K/ LL <br /> LLI <br /> 1L J <br /> UJI <br /> PRE-MAF.ROOF Q <br /> ROOF . <br /> TRUSSES �.. <br /> TYP UNO Z I <br /> __.. 0 z <br /> 0 <br /> ROOF FRAMING PLAN NOTES: > <br /> 1. Roof Sheathing shall be/a"thick(Panel Span Rating 24I16).Fasten Sheathing tp Framing wiM D.131"0 x 21z"Nails as f h..w: LU <br /> LLI <br /> raming,Edges 6"oc J <br /> Framing,Field 12"oc W <br /> ---- Bountlanes Blocking,Salts 6"oc <br /> _ At Unframed!Panel Ed d PSCA Framing Clips centered between each Framing Mi i.See Dravnn for other <br /> ges prow e g ps cen g e gs <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unfranretl Sheathing Panel <br /> -- Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as follows: <br /> Framing Edges 4 oc <br /> b_ <br /> d Framing Feld 12'oc <br /> ,p ,y2+ - -_ -� - - 2+ Bountlanes,Blocking,Salts 4 oc <br /> P MASTER 6 Sea Drawings for other Sheathing Nailing requirements. LIJ <br /> 2, Roof Framing shall be as indicated on plan.Refer to General Structural Notes. Z W <br /> W 3. Trusses marked Strut shall be designed to accommodate the indicated foods and connections. W <br /> —_ <br /> II 14 4. O redreming Members shall be 2x4 Q 24"oc posted down to main framing below w/2,4 @ 48'bc,staggered or as Indicated by the L.L <br /> BOB I U Truss Manufacturer. O <br /> O <br /> O I m 6 Provide solid Flat Blocking at all Valleys Fasten Sheathing to Bit ing'n accordance with Note 1. <br /> I <br /> 6. Provide H2 5A Clip each side or TLOK6 Screw each ply at 2-ply or greater G rtlar Truss arutls,lyp. <br /> tit+6 WALL FRAMING PLAN NOTES: <br /> _ .... (2)2x6 ]. Exterior Walls shall be Shear Wall type PI-6 with 24 Studs®16"ec u.o.n. <br /> .. - Interior Walls shall be 2x4 Studs @ 16"co u.o n U_ O <br /> —._ O <br /> Where adjacent Shear Walls are in contact nail stutls together par 3/SW.See 1/SO6 for special stud requirements at Shear Wall <br /> GABLE END TRUSS - types Pi 3 Pl 2 and P2-2 qu'remen <br /> _ 8 11 a. Headers shall be 4x6 u o n See Detail 13/SO6. O Q <br /> \�SJ. - _ —� SO6 S09 'air' <br /> \8 � � 9. Built-up Stud Groups in Walls supporting Beams.Posls or Coder Trusses ab...hall be(2)Studs,u.e.n.See General Structural s� EE <br /> SOB 16 t �- O6 Notes for fastening requirements. <br /> f sosJ <br /> 10. Sae 101SO6 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> G <br /> SX X DETAIL CALL-0UT m <br /> rn <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/SO6 M <br /> 0, <br /> du <br /> w <br /> a <br /> (- BEARING OR SHEAR WALL BELOW ' <br /> C <br /> �( POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 w o 111 <br /> tY <br /> HOR HEADER PER PLAN NOTE 8 <br /> 0 , 2 4 8 16 <br /> S05B(M) <br />