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S <br /> �d <br /> >o <br /> a o <br /> win <br /> LL >'+ <br /> w <br /> to <br /> Q a JJ <br /> a w <br /> 1 <br /> op <br /> mm <br /> ch <br /> 6 16 8 <br /> SO6 Bog SO6 <br /> a n <br /> GABLE END TRUSS � <br /> (2)2%6 it ^U�X+ <br /> A <br /> — z <br /> II' z <br /> ATTIC ACCESS <br /> ° PER ARCH'L <br /> S09 509 � <br /> W <br /> L <br /> T w <br /> PRE-MANUF. 1 <br /> ROOF 1 <br /> TRUSSES <br /> Q <br /> Q_24"too, <br /> -- <br /> TYP UNO z <br /> 1 <br /> O O <br /> ROOF FRAMING PLAN NOTES: �- <br /> 1. Roof Sheathing shall ba V,"thick(Panel Span Rating 24116),Fasten Sheathing to Framing with 0.131"0 x 2y,-"Nails as follows: <br /> Flaming,Edges 6"oc T J <br /> Framing,Field 12"oc y W <br /> Boundaries Blocking,Struts 6"oc <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.See Drawings for other Q <br /> Sheathing Nailing requirements. <br /> Al areas indicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unhamed Sheathing Panel <br /> Etlges,Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Y"Nails as f tli <br /> ,4 Framing,Etlges 4"oc <br /> Framing,Field 12"oc F, <br /> �•�*6 2 6 See Drawings fors others S eathnlg Natling requirements. /n W <br /> a v <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes, Z w <br /> 3. Trusses marked Strut shall be designed to accommodate the mdiwtetl loads and connections. W <br /> 4. Ovedrain Members shall be 2x4 24"pc g posted down to main framing below wl2x4 @ 48"oc,5laggereU,or as indicated by the O <br /> - Truss Manufacturer. V/ Z <br /> Provide solid Flat Blocking at all Valleys.Fasten Sheathing 10 Blacking In accordance with Note 1. —` <br /> S. Provide H2.5A Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,ty, J U <br /> WALL FRAMING PLAN NOTES: <br /> (2)24 B 7. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Stude @ 16"oc,u.o.n. O <br /> _ GABLE END TRUSS Interior Walls shall be 2x4 Studs(dU 16"oc,u.o,n. <br /> 1 (2)2%6 (2)2X6 Whare adjacent Shear Walls are in contact nail studs together per 3/SO6.See 1/S06 for special stud requirements at Shear Wall O <br /> types Pi-3 P1-2 and P2-2. O <br /> - Q GABLE END TRUSS <br /> 16 8. Heatlers shall be 4x6,u.o.n.Sea Detail 131SO6. <br /> S09 SOB Pi- _ <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts of Glnoer Trusses above shall be(2)Studs,u.c.n.Sea General Structural <br /> 8 16 B Notes for f.warnrgrequuemeMs. <br /> SO6 B. SO6 <br /> 10. See 10/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> SX.X DETAIL CALL-OUT m <br /> N <br /> r <br /> 1-X SHEAR WALL BEL0W PER SCHEDULE Of 1I506 � <br /> K <br /> W <br /> a <br /> 0 BEARING OR SHEAR WALL BELOW <br /> tin <br /> w � <br /> Q N <br /> POST BELOW C' <br /> OVER FRAMING PER PLAN NOTE <br /> HDR HEADER PER PLAN NOTE B <br /> 114�1'-0" 0 1 2 4 8 16 0 0 5A <br />