Laserfiche WebLink
W <br /> u� r= 4n <br /> u - <br /> IL �w <br /> =L <br /> '0 <br /> m <br /> s <br /> SO6 �`gIUS_; SO6 <br /> L_— <br /> �1 <br /> (2)2x6 - CJ <br /> 7- <br /> Ems, <br /> w <br /> Io II ?2t6 <br /> _ I! ATTIC ACCESS\, h! .4STER <br /> - PERARCH'L_ - of sWy <br /> � A <br /> " S09 <br /> LL <br /> LLJ <br /> 1T <br /> _._._ LJL J W <br /> -- — — <br /> PRE-MANUF. <br /> ROOF Of <br /> TRUSSES �� Q <br /> - @ 2 UN 0TYP NO <br /> —._ O Z <br /> ROOF FRAMING PLAN NOTES: > <br /> 1. Roof Sheathing shall be/,j thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x 21i"Nails as feYows W <br /> Framing,Edges 6"oc T J <br /> Framing,Field 12"oc y (jJ <br /> —_ - Boundaries Blocking,Salts 6"oc _ <br /> At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.See Drawings for other m <br /> ' Sheathing Nailing requirements. <br /> _ At areas indicated as Blocked Diaphragm,provide 2.Flat Blocking(per General Structural Notes)at all Unf,,i,d Sheathing Panel <br /> =- -_ —'----- -- I IV �i Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Yi"Nails as follows: <br /> Framing,Edges 1 4"oc <br /> Framing,Field 12 oc <br /> 22 Boundaries,Sheathing <br /> Sbu[s 4 nt <br /> P MASTER x See Drawings for trier sneam�n Nairn_ requirements ��•1� <br /> B r irgs o 9 9 r wu V I <br /> UJI <br /> u <br /> 2 Roof Framing shall be as indicated on plan Rater to Genera!Structural Notes d u u u Z LU <br /> > <br /> "- fill <br /> 3 Trusses marked Shut shall be designed to accommodate the ind-wietl bads and wnnectipns W <br /> KS0 Y 4. Overframing Members shall be 2x4 @ 24'oc posted down to main framing below w/2x4 r@ 48'oc,staggered or as mdiwted by the LL <br /> --------- - }- 8 Tmss Manuraco rse O <br /> O S Pr-role solid Flat Blocking at all Valleys Fasten Sheathing to Blocking in accordance with Note 1. Z <br /> 6. Provide H2.5A Clip each side or TLOK6 Screw each ply all ply or greater Girder Truss ends,typ. <br /> O 7. E—m.AMINGaPLANNOTE type Plswth 2x6 Studs@ 16"oc,u.o.n. a, <br /> y 2 2xs 7 Interior <br /> neior Waallssssn ll be i be2 4 stud ai@ 16"oc u.o.n U_ 0 <br /> 2x6 <br /> Where adjacent Shear Walls are in contact nail studs together per 3IS06.See 1/S06 for special stud requirements at Sheaf Wall O <br /> -- _-- _----- types P13 P12,and P22 O <br /> GABLE END TRUS.: ---' <br /> S� 11 8. Headers shall be 4x6.u.o n.See Detail 13/S06. <br /> -- P1 609 <br /> ` 9. Built-up Said Groups in Walls supporting Beams.Pasts or G hier Trusses above shall be(2)Studs,u.on.See General q Simurat <br /> SO6 8� OB Notes for fastening requirements. <br /> 10. Sea 10/506 for Simpson to USP hardware conversion table. <br /> LEGEND <br /> k <br /> S X DETAIL CALL-OUT m <br /> W <br /> 1®- SHEAR WALL BELOW PER SCHEDULE OF 1/S06 t <br /> rY <br /> W <br /> a <br /> I- BEARING OR SHEAR WALL BELOW ' <br /> 1O51 BELOW 6 <br /> OVER FRAMING PER PLAN NOTE 4 uiI—t <br /> o <br /> 0: <br /> HDR HEADER PER PLAN NOTE 8 <br /> i 0 1 2 4 8 16 <br /> S05B(M) <br />