Laserfiche WebLink
e <br /> wN <br /> ]O <br /> m� <br /> W ZZ <br /> x <br /> 4x LA <br /> w3 <br /> a ww <br /> 0 <br /> m <br /> GABLE EN T - <br /> R)Sa <br /> Zip <br /> W3�". <br /> l ' <br /> 509 <br /> 5666 b <br /> PER ARCI L -- --- `O <br /> �� PRE-MANUF. <br /> ROOF a <br /> TRUSSES ._ <br /> �1 <br /> llv2 UN M W TYP NO CO <br /> W <br /> Z � <br /> -- z <br /> _-_ O IS <br /> - - --- z <br /> ROOF FRAMING PLAN NOTES: Z <br /> 1. Roof Sheathing shall be/'thick(Panel Span Rating 24/16).Fasten Sheathing to Framing with 0.131"0 z�°Nails as follows: W <br /> Framing,Edges 6"oc _I <br /> W W <br /> GABLE END TRUc= ----- --- Bountlanes,Blocking,Struts 6"oc <br /> ---- ---- ---- - - - J m <br /> ---- -- - -- Al Unframed Panel Edges,provide PS Framing Clips centered between each Fram ng Member.See Drawings for other <br /> Sheathing Nailing requirements. <br /> At areas indicated as Blacked Diaphragm,provide 2,Flat Blocking(per General Structural Notes)at ail Unframed Sheathing Panel <br /> - — Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x 2,4"Nails as follows: <br /> a Framing,Edges 4'oc <br /> Framing Field i2'oc <br /> Boundaries Blocking Struts 4'oc <br /> See Drawings for other Sheathing Nailing requirements. (v D W <br /> 2. Reof Freming,hall be as'ndimted on plan.Refer to General Structural Notes. 7 W <br /> 3. Trusses marked Strut shall be designed to accommodate the indicated loads and connections. W <br /> i 6 4. Overfram'ng Members shall be 2x4 Q 24"oc posted down to man framing below w/2,4 Q 46 oc,staggered or as ndicated by the LL <br /> S09 --- — - _- - Truss Manufacturer. O <br /> )2 F, 5 Prov E solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accardince with Note 1. I <br /> (2)2x6 r GABLE END TRUSS � 6 Provde H2.5A Clip each slde or TLOK6 Screw each ply at 2-ply or greater Ceder Truss ends,typ. ''11 � V <br /> WALL FRAMING PLAN NOTES: ^ <br /> 7. Eidiak r Walls shall be Shear Wall type Pl-6,nth 24 Studs®16"oc,u.o.n. Z <br /> P <br /> m <br /> -- --- 18 Interior Walls shall be 2x4 Stutls @ 16"oc u.o.n. U— 0 <br /> y r <br /> 1 Sifv- S09 Where adjacent Shear Walls are in contact.nail studs together per 31S06.See VS06 for special stud requirements at Shear Wall O <br /> MONO 8 11_ types P7-3,Pt-2,and P2-2. V <br /> TRUSSES S06° S 0 9 O <br /> 24"00 8. Headers snail be 4x6,u.c.n.See Detail 13/506. <br /> 9. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be(2)Studs,u.o.n.Sea General Structural <br /> Notes for fastening requirements. <br /> 10. Sae t0/S06 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> X DETAIL CALL-OUT m <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF 1/S06 g <br /> K <br /> W <br /> a <br /> BEARING OR SHEAR WALL BELOW <br /> n <br /> Q N <br /> POST BELOW 0 � <br /> OVER FRAMING PER PLAN NOTE 4 K o <br /> HDR HEADER PER PLAN NOTE 6 <br /> 114"=1'-0' 0 , 2 4 B 16 <br /> S05B(M) <br />