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LU <br /> 25 <br /> w <br /> U' <br /> d yz <br /> 0 1- <br /> m <br /> i' <br /> I <br /> _ <br /> I 16 �y'�ayg <br /> S09 I (� <br /> �J z <br /> _ 509 PRE-MANLIF <br /> i <br /> ROOF <br /> TRUSSES <br /> Ccv24"oc. <br /> TYR UNO <br /> omj 6 -ATTIC ACC <br /> PER ARCH <br /> -_.— <br /> p <br /> Q J <br /> L <br /> 00 w <br /> I L.L <br /> w <br /> ,• __ �j ry I sss �� � <br /> I <br /> ROOF FRAMING PLAN NOTES: Q <br /> I <br /> — _ 1. Roof Sheahing shall be/s'thick(Panel Span Rating 24/161.Fasten Sheathing to Framing wdn U.131"A x:Y,Nails as folows: 7 > <br /> �h Framing,Etlges 6"oc J <br /> 1 L Framing,Fleld 12"oc LU 1LJ <br /> —. f -- Boundaries Blocking,StnAs 6"oc <br /> INSC-T GIRDER TRUSS - At J U d Panel Edges,provide PSCA Framing Ceps mre ceed oerween eachram F ,ng Mambas See Draw ngs for ofhar <br /> MIN) - - - —moo Sheathing Nailing requirements. - <br /> is <br /> At are sten,S ea ping to <br /> Diaphragm provide 2,Flat Blacking(per General llmctural Notesj wall Unframed Sheathiny Panzl <br /> Edges Fasten Sheathing to Framing and Blocking with 0.131"0 x 2Yi"Na Is as follows. <br /> a �o Framing,Edges 4"oc <br /> `� nT Framing,F,eld <br /> ----- Boundaries.Blocking,Struts 4"oc <br /> See Drawings for other Sheathing Nailing requiremen,s. LU <br /> ,y rg shall be as indcatedon plan Refer to General Structural Notes. w 2. Roof Fran, > <br /> 11 _ 11 3. Trusses marked Smut shall be des go old to accommodate the indicated loads and contac ions- w j <br /> SD9 S09 <br /> L Ovedram rg Members shall be 2vI @24'oc posted dow I—ou,hearing below M 2.4 @ 48"oc,sta red —narrated <br /> gge ,or narrated by me LL <br /> — _. -- <br /> Truss Manufacturer. O <br /> 7 <br /> ___ f <br /> 5 Pro de solid Flat Blocking at all Valleys Fasten Sheathing,o Bbdu1gul accordance ry m Note 1, < LEND TRUSS <(2)2 bI 6. Prov,tle H2 SA Cop each side or TLOKB Suew each ply at 2 ply ar greater G,rder Truss ends,lyp. � `t <br /> BLE END TRUSS ♦ -- - WALL FRAMING PLAN NOTES Z <br /> 7. Ex,edor Wails shall be Shear Wall type P18 with 2x6 Studs @ 16"a,u.o n P1-4 ------- - Interior Walls shall be 2.4 Studs 16'oc u.o.n. LL <br /> 309 <br /> - Wlleraadjacent Shear Walls are in contat,nail studstogether per 3/S%.SO6 types P1-3.P1-2.and P2-2. <br /> 8. Headers shall be 4x6,u.o.n.See Detail 131506. <br /> 9. Built-up Stud Groups in Walls supporting Beams.Posts or Girder Trusses above shall be t21 Studs,u.o.n.See G—mi Structural <br /> Notes for fastening requirements. 1 <br /> 10. See 10)S06 for Simpson to USP hartlware wnversron table. <br /> 7 <br /> LEGEND <br /> k <br /> DETAIL SX CALL-OUT X <br /> on <br /> F <br /> P1-X SHEAR WALL BELOW PER SCHEDULE OF 1IS06 � <br /> Of <br /> ...._._ <br /> u, <br /> I BEARING OR SHEAR WALL BELOW <br /> L POST BELOW ry <br /> OVER FRAMING PER PLAN NOTE 4 l�yl <br /> —— > <br /> HDR HEADER PER PLAN NOTE 8 <br /> Ira"=r-0" <br /> D 1 2 a 6 16 S 05C(M) f <br /> I <br />