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0 <br /> w <br /> r� <br /> 1)� <br /> '^a <br /> W >� <br /> 0, � 30 <br /> a =U <br /> �m G Z <br /> J'E. <br /> a cow <br /> a =_ <br /> uo <br /> mm <br /> n <br /> 1i <br /> SO6 SO6 SO9 <br /> —_ _— P1 6 <br /> 8 <br /> 4X8 (2)2X6 ; <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES <br /> TYP UNO <br /> ...-...in ATTIC ATTIC ACCESS mi <br /> PER ARCH'L <br /> r <br /> _ _.. <br /> O z <br /> Z Z <br /> W W <br /> G- G W V <br /> CO _ G NN <br /> LU <br /> IJ. <br /> c� <br /> T' ROOF FRAMING PLAN NOTES: Q <br /> 14 1. Roof Sheathing shall be/s'thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 z z'Nails as follows'. Z W <br /> Framing,Edges 8'ac J <br /> Framing Field 12"oc <br /> Bountlanes Stocking Struts 6"oc LJ.I <br /> -INSET GIRDER TRUSS LU <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> (3 PLY MIN) ie Sheathing Nailing require—his. <br /> 2}e 9ry At areas Indicated as Blocked Diaphragm,provide 2,Flat Blocking(pei General Siructual Notes)at all Unframed Sheathing Panel <br /> Etlges.Fasten Sheathing to Framing and Blocking with 0.131"O x ZyZ"Nails as follow,: <br /> Framing,Edges 4"oc <br /> Framing,Field 12"oc <br /> Boundaries,Blocking,Salts 4"oc <br /> See Drawings for other Sheathing Nailing requirements. !vn LLi <br /> 2. Roof Framing shall be as indicated on plan.Rater to General Structural Notes. Z (JJ <br /> 11 1t 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. L> <br /> S09 S09 4. O—tramin Members shall be 2x4 24"oc posted down to main framing below col 2x4 48"oc,staggered,or as indicated b me LL <br /> 9 Q Pas 9 l� 99ere y O <br /> _. Truss Manufacturer, <br /> } <br /> (2)2X6 5 Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blacking'n accordance with Nole 1. <br /> GABLE END TRUSS (2)2X6 6. Provide H2.5A Clip each side or TLOKS Screw each ply at 2-ply or greater Girder Truss ends,typ. <br /> WALL FRAMING PLAN NOTES: - <br /> Pi-0 GABLE END TRUSS O <br /> 7. Examor Walls shall be Shear Wet type PIE with 2x8 Studs 16"oc,u.o.n. <br /> 16 6 P —� Interior Walls shall be 2x4 Studs 16"oc,u.o.n. U- _ <br /> S09 S06 Where adjacent Shear Walls are in contact nail studs together par 3IS05.See 1/S06 for spatial stud requirements al Shear Wall O <br /> 16 types Pl-3.Pi-2.and P2-2. O V <br /> SOB S09 Q <br /> B. Headers shall be 4x6,u.o.n.See Detail 131SO6. (n <br /> 9. Buill-up Stud Groups in Walls supporting Beams,Pasts or Girder Trusses above shall be(2)Studs,u.o.n.See General Structural x <br /> Notes for fastening requirements. D <br /> 10. Sae 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT go <br /> N <br /> r <br /> rP7-X I SHEAR WALL BELOW PER SCHEDULE OF 11506 � <br /> K <br /> W <br /> _ a <br /> �,]]y BEARING OR SHEAR WALL BELOW <br /> ba <br /> 7 r <br /> POST BELOW � <br /> OVER FRAMING PER PLAN NOTE 4 W o <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5A <br />