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O <br /> n <br /> LI <br /> ;z <br /> L9O <br /> 0 ,g z <br /> w w- <br /> UE o aN <br /> u a <br /> a w� <br /> =w <br /> m <br /> N <br /> i,I B <br /> SSs sae <br /> (2)2x6 - , <br /> 1fi I I <br /> S08 PRE-MANUF. <br /> s <br /> ROOF <br /> TRUSSES T.I <br /> TYP UNO <br /> N N <br /> rn ATTIC ACCESS rn <br /> PER ARCH'L ., <br /> H <br /> z <br /> W to <br /> .. _._..-_ 1to <br /> ! ^� <br /> 00 W <br /> \ 1L J <br /> 6 � Q <br /> O Z <br /> ,I O <br /> ROOF FRAMING PLAN NOTES: > <br /> 1, Roof Sheathing shall be/e"Nick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0.131"0 x "Nails as follows: LU <br /> 1.1FOR <br /> Framing,EdgesLLl <br /> FraminField 12"ocB tla BI t <br /> open r g oovide StmI At Unframed Panel Edges provide PSCA Framing Clips centered between each Framing Member.Sea Drawings for other _ <br /> ..... .___...(3 PLY IN) Sheathing Nailing requirements. <br /> M -._ - ry+ro <br /> At areas trxlicaled as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural Notes)at all Unharmed Sheathing Panel — <br /> Edges.Fasten Sheathing to Framing and Blocking with 0.131"0 x 2X"Nails es falbws: <br /> _ a lFranning,Edges I 4"oc <br /> Framing,Fieltl 1 12"oc <br /> Boundaries,Blocking,Struts 1 4"oc <br /> See Orewlrg5 for other Sheathing Nailing requirements. /nLWU <br /> v <br /> 2. Roof Fram n8 shall be as ndicatetl on plan Rater to General Structural Natsa z W <br /> 1 11 3. Trusses marked Slut shall be designed to accommodate the indicated loads and connections W <br /> S09 S09 <br /> 4. ng Members shall be 2x4 Q 24 oc posted down to main framing below w/2x4 Q 48 oc staggered, L or as indicated by the L T uss Ma <br /> " - Truss ManufaGurer. <br /> 5. Prov de solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 1. Q(2)1x GABLEI ENDTRUSS 6. Provide H2.5A Clip each sde or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends,typ. V <br /> -- WALL FRAMING PLAN NOTES: LL '' <br /> GABLE END TRUSS ------ -I P' a <br /> 7. Exterior Wells shall be Shear Wall type P7-6 with 2z6 Studs Q i6 of u O.n Z <br /> - ---- 16 Interior Walls shall be 2x4 Studs Q 16"oc a c.n LL O <br /> ....7 O <br /> �JOI;,/ S09 Where adjacent Sheer Walla are in contact.nail studs together per 3/SUB.See 1/SOB for special stud requirements at Shear Wall C.)16 8 types Pi-3.P1-2,and P2-2. <br /> S09 s06� Q <br /> 8. Headers shell be 4x6,u.a.n.Sae Detail 13/506. O,4�sr' <br /> 9. Built-up Stull Groups in Walls supporting Beams,Posts or Gander Trusses above shall be(2)Studs,u.c.n.See G-eml Structural e� <br /> Notes for fastening requirements. <br /> 10. Sea 10/S0B for Simpson to USP hardware convention table. <br /> LEGEND <br /> SX.X DETAIL CALL-OUT m <br /> N <br /> SHEAR WALL BELOW PER SCHEDULE OF 1IS06 <br /> W <br /> (— I BEARING OR SHEAR WALL BELOW <br /> C <br /> POST BELOW 5 <br /> OVER FRAMING PER PLAN NOTE 4 <br /> K <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 <br /> S05A(M) <br />