Laserfiche WebLink
W <br /> W� w <br /> a rT <br /> m <br /> 1t <br /> sos S09 s� <br /> v <br /> FOR --— HDR i <br /> i <br /> -I <br /> ti 1 <br /> PRE-MANUF. <br /> ROOF TRUSSES <br /> 16 C�24"-,TYP LINO <br /> S09 S09 <br /> 00 <br /> ATTIC ACCESS - --- - <br /> PER ARCH'L <br /> N N W <br /> CD <br /> m z <br /> Z Z Q <br /> m L I <br /> I <br /> ROOF FRAMING PLAN NOTES: Q <br /> 1. Roof Sheathing shall�be,/,�'thick(Panel Span RaVng 24/t6).fasten Sheahing[o Framing wim 0.131"0 x 2Y"Nails as follcwe. Q <br /> Framing Edg23 8'ov LIJ <br /> D W <br /> Framing,I Fieltl <br /> 6 o Boundan a Bl. <br /> cking,Surfs 6 or Drawin s mr Omer <br /> SO6 2 At Unframed Panel Edges.p—ide PSCA Framing CI is.xntered between each Fram n 9 Meawer.Sea <br /> 9 <br /> Sheath,g Nailing requirements. <br /> At areas,nucated as Blocked Diaphragm.pum 2x Flat Blocking spar General Structural Notes)ai all Unframed Sheathing Panel - ---- ---� <br /> d Etl .fasten Shaalhin to fra itle I <br /> ryt6 _ � ges g mm9 antl Black ng wnh 0.137"0 x 2 i"Neils as lollows: <br /> Framing,Edges 4"oc <br /> Framing,field t2"oc <br /> Boundaries,Blocking,Struts 4"oc <br /> See Drawmgs for other Sheathing Naileig requ,re—ts. `nLLJ <br /> 2 Roof F g hall be as'ndicatea on plan Refar to Ga I StNctulal Notes Z LU <br /> Of <br /> 3. Truss k d Strut shall be designed(,accommodate me 0 'd loads and connac[' W <br /> 4 Ovedr g Members shell be 2.4 @ 24 oc posted dow ttraining below wl 2,4 @ 46 siaggared,ur es ind cated by me LL <br /> Truss Manpfddurer. O <br /> 1q 6. Provde solid Flat Block Ig at all Valteys.Fasten Sheath,g to Blocking in accordance with Not,1. < Z <br /> 6. Provide H2 5A CI P each Side or T4GK6$r;1EW 23Gh PW'a[2-ply or greater Girder Truss ends,typ. 1 <br /> (2)2x6 (2)2x6 INSET GIRDER TRUSS(3 PLY MIN) - J <br /> P1-6 WAEz1eLL R Wke is shall bebe ShLAN ear -6 with 2x6'tuds@16"oo,u.o.n. -- Z <br /> nor type Pt <br /> (2)2x6 Interio Walls shall be 2.4 Studs @ 16'oc u o n <br /> _ GABLE END TRUSS-- - +omens adjacent Shaar walls are In comaa na l studs together per 3;SGg gee 11906 for special stud ee4aireme ds at Shaar Wall <br /> B 17 8 types Pt-3.Pt-2,and P2-2. ! O <br /> SO6 S09 SO6 P 8. Hi aders shall be 4x6,u.o.n.See De[ail t3/S" '^U Crj <br /> 16 � g. Built-up Stud Groups in Walls supporting Beams,Posts or Girder Trusses above shall be 12)Studa,u.o n.See General Structural r y ! F <br /> S09 SO6 Notes for fastening requirements. <br /> 10. See iNS06 for Simpson to USP hardware convefsior'abla. <br /> _I <br /> LEGEND <br /> k <br /> XX DETAIL CALL-0UT m <br /> SX.X <br /> m <br /> P-y'J SHEAR WALL BELOW PER SCHEDULE OF 1IS06 � <br /> W <br /> � BEARING OR SHEAR WALL BELOW - <br /> N <br /> N <br /> PORT BELOW O <br /> OVER FRAMING PER PLAN NOTE l ID o — <br /> �—� IY <br /> HER HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 0 0 5 C j <br />