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50 <br /> s., <br /> W <br /> _b <br /> , <br /> w � - <br /> U p o n v= <br /> tl= w 3 <br /> U �_j <br /> L wJ <br /> z= <br /> o� <br /> �w <br /> B 8 <br /> SO6 SO6 16 <br /> P1 <br /> GABLE EERUSS 5 c <br /> 4x8 <br /> z Ry <br /> j w - <br /> u; <br /> S09 <br /> 'g <br /> - 11 2 ICI31L 1�_ <br /> _.._...... -_._ ATTICACCEss a08 <br /> PRE-MANUF. PER ARCH'L '; <br /> ROOF <br /> TRUSSES F <br /> 24 oc <br /> TYP LINO <br /> _— — m ..... .. ........ _ -__.r ._,,..._.— L <br /> SO6 LN_-_ _--_--- --� Q <br /> � o <br /> ----------- - <br /> ROOF FRAMING PLAN NOTES: Q <br /> I. Roof Sheathing shall bC/6'thlGk(Panel 6pan Rating 24n6).Fasten Sheathing to Framing with 0.131"0 x 2K"Nails as tolloses: <br /> --. Framing,Edges Ebe _j <br /> — J <br /> Framing,Field 1"°C W <br /> GABLE END TRUSS Boundaries,Blotddng,Struts -oc <br /> At Unframed Pan es el Edg ,provide PSCA ramin Fg Clips-ntered between each Framing Member.See Drawings for other <br /> -- Shealh'n Nailing rs. <br /> ga remen ` <br /> At.—indicalada.Bbded Diaphragm, <br /> p gm, o Flat Blocking(per General Structural Notes)al all Unhamatl Sheathing Panel <br /> Blocking <br /> l <br /> Edges.Fas[en Sheathing to Framing and Blockink rig w with 0.131"0 x 2Yz Nails as follows: <br /> a framing,Edges Coo <br /> Framing Field 12a <br /> Boundaries Blocking Struts O0 <br /> See Drawings for other Sheathing Nailing requirerr ors •/�•, w. <br /> 2. Roof Framing shall be as indicated on plan.Rarer t0 General Structural Notes. `� W <br /> 3. Trusses marked Simi shall be designed to accommodate the indicated loads and connections. W <br /> 18 4, Overrraming Members shall be,2x4 @ 24"11 posted dawn to main framing below w/2x4 @ 46"oc,staggerad,or as indicated by the LL <br /> S09 Truss Manufaaurer. Q <br /> -(2)2x6_ S. P—ide sot d Flat Boding at ail Valleys.Fasten Si—th rig to Blocking n accordance with Note 1. Q z <br /> ---`— GABLE END TRUSS LNL <br /> (2)2x6 6. Provide H2.5A Clip each side or TLOK6 Screw.,n ply at 2-ply or greater Girder Truss ends,lyp. V <br /> WALL FRAMING PLAN NOTES: L Z <br /> 7, Exterior Walk shall be Shear Wall type P1-6 with 2x6 6tuds @ 16"W,u,n.n.. O <br /> i6 Pi-0 Interior Walls shall he 2x4 studs @ 16"oc.u.o.n. LL <br /> S09 S06 Where Adjacent Shear Walls are in contact,nail studs together per 31S06.See VS06 for special stud requirements at Shear Wail O <br /> 11 B MONO typos Pl-3.P1-2,and P2-2. O U <br /> S09 SO6 TRUSSES Q <br /> @ 24"oc 8. Headers shall be 4x6,u. m Sea Detail 1NS06. 'Ar' <br /> 9. Built-up Slud Groups in Walls supp.mrig Beams,F csLs or Gilder Trusses above shall be(2)Studs,u.o.n.See General Structural a� <br /> Notes for fastening requirements. <br /> 10. See 10/S06 for Simpson to USP hardware wnverr'on table. <br /> LEGEND <br /> S X DETAIL CALL-OUT j <br /> N <br /> H <br /> SMEAR WALL BELOW PER SNitEPULE Of 1ISOB <br /> h' <br /> w <br /> _ a <br /> BEARING OR SMEAR WALL BELOW <br /> POST BELOW O <br /> > o <br /> OVER FRAMING PER PLAN I'DTE 4 <br /> HDR HEADER PER PLAN NOTE 8 <br /> 0 1 2 4 8 16 S O 5 B <br />