Laserfiche WebLink
w <br /> � rL <br /> " > 1 <br /> f Fz <br /> U <br /> a s ww <br /> x <br /> vn <br /> m� <br /> 8 11 6 <br /> SO6 Spg SO6 <br /> 1-6 <br /> jCH'L <br /> (2)2x6 2n6WWdo <br /> obit <br /> HIP MASTER A S <br /> PER <br /> . c <br /> a star <br /> Ilk <br /> 509 S09 <br /> M^Mv ~ <br /> W <br /> LL ct <br /> LLI <br /> PRE-MANUF. <br /> ROOF <br /> TRUSSES `� Q <br /> @ 24"oc, <br /> TYP UNO Z C7 <br /> p <br /> O O <br /> _ J � <br /> ROOF FRAMING PLAN NOTES, ' 1 ' ; <br /> 1. Root Sheathing shall be thick(P&"thianel Span Rating 24/16) Fasten Sheathing to Framing with 0.131"0 x "Nails as follows: ■ s s <br /> Framing,Edges 6"oc T LU <br /> Framing,Fieltl 12"oc 2 J <br /> _ -_ Boundaries,Blocking,Stnits 6"oc LLI <br /> At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sea Drawings for other m <br /> Sheathing Nailing requirements. - <br /> At areas indicated es Blocked Diaphragm,provide 2x Flat Blocking(per General lrucural Nolesl at all Unramed Sheathing Panel <br /> Edges.Fasten Sheathing to Framing arW blocking with 0.137"0 x 21k"Nails as follows'. <br /> Framing,Edges 4"oc <br /> a` Framing,ies,FieldBlocking, <br /> 12"oc <br /> Boundar SVuts 4"oc <br /> GIRDER HIP MASTER e a Sea Drawings for other Sheathing Nailing requirements. W <br /> 2. Roof Framing shall be as indicated on plan.Refer to General Structural Notes. W <br /> II II I II I of 3. Trusses marked Strut shall be designed w accommodate the indicated loads and connections. >LU <br /> I 1a o <br /> V I 7 4. Ovedrammg Members shall be 2x4 Q 24"oe posted down to main framing below w/2x4 @ 48"oc,staggered,or as indicated by the LL <br /> Truss Manufacturer. O <br /> m p I S. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. 1' <br /> to I 6. Provide H2.8A Clip saw side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. ` <br /> 22y6 WALL FRAMING PLAN NOTES: U— J <br /> (2)2x6 7. Exterior Walls snail be Shear Wall Type Pt-6 with 2x6 Studs a 16"oc,u.o.n.I O <br /> _ Interior Walls shall be 2x4 Studs @ 16 oc u o n <br /> (2)2x6 (2)2x6 Whole adjacent Shear Walls are in contact nail studs together per 31SO6.See 1/SO6 for special stud requirements at Sheaf Wag <br /> -GABLE END TRUSS --- _-- types P1-3 P1.2.and P2.2. O I U <br /> 11 <br /> 8. Heatlers shall be 4x8,u.o.n.Sea Detail 13/806. � I <br /> 9. Built-up Stud Groups in Wells supporting Beams,Posts or Girder Trusses above shall be(2)Studs.Loh,See Gencral Structural <br /> SO6 16 S� Notes for fastening requirements. <br /> 509 <br /> 10. See 10/S00 for Simpson to USP hardware conversion labia. <br /> LEGEND <br /> k <br /> SX X DETAIL CALL-OUT m <br /> rn <br /> t <br /> SHEAR WALL BELOW PER SCHEDULE OF t/SOtiJX <br /> � <br /> W <br /> a <br /> F _, BEARING OR SHEAR WALL BELOW <br /> POST BELOW <br /> OVER FRAMING PER PLAN NOTE 4 o <br /> FOR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S 0 5B <br />