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<br /> FLOOR FRAMING PLAN NOTES
<br /> be k,thick T&G(Panel Span cou"odi-ia,to supports.Glue Sheathing
<br /> 81-kn,below wis to h
<br /> Fa—Sh-drungo,
<br /> to.11 Framing Members and adhesive g
<br /> Framing with 0.131"0,2I2'N,,Is or Simpson WSV#gx2Y2"screws as follows
<br /> lFraming,Edges 3:
<br /> "ng 1-1,11 co 0
<br /> FOMZ.,Blocking,Struts 1 9'..1 U— W
<br /> At...—ch-ted..Blocked Diaphragm,pi.ed.2.Flat Blocking(Per General Sit.oural Nor..)at.9 Unframed 81,sarthn,g Panel
<br /> Edge,.Fast,,Sheathing to Framing and Blocking with 0.131'0 x V."Nails or Simpson WSV#gx2Y,"--as follows. W
<br /> IF,,i,,.Edge, 1 4".CFraming.Field 10"oc
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<br /> nurnplanes,Blocking,
<br /> Strut S I
<br /> WALL BHT' See Drawn lot other Sheathing Nuthng 1.quil.me.u.
<br /> WALL SHTG
<br /> CONT THRU CONT.THRU 2 Floor Framing shall be as indicated on plan.Refer to General Shu-111 Note,for other requirements. z
<br /> CORNER CORNER ROOF FRAMING PLAN NOTES 0 0
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<br /> 12�G5 j6x�-D (2)CS16.3�0' 3. Roof Sheathing shall be&'thick(Panel Span Rating 24116).Fasten Sheathing to Framing with 0,131"0 2Y,'Nails a,follows:
<br /> 11 BEAM T EA EA-BEAM TO T-6-
<br /> PLATE PLATE
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<br /> rl LOW ROOF Boundaries,Blocking,Strutq::f�
<br /> 2'\ TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered be......d,Frain n,Member.See Drawings for other
<br /> ap @ 24"oc Sheathing Nailing requirements
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<br /> TRUSSES At areasuidicated as Blocked Diaphragm,Provide 2x Flat 6111king(per General Structural Notes)at all unframsol Sheathing Panel LiJ
<br /> Edges.Fasten Sheath ingtoFf,minga,,d Blocking wthO.131"Ox21:"Na,isa,folow,
<br /> Q 24 oc ----F
<br /> M I lFraming,Edges --4cb�c
<br /> tHu 5W 10 HHUS5.50/10 Boundaries,Blocking,Struts I s".
<br /> GLB PERS�.-� GLB PER SO4 Sea Drawings for other Sheathing Nailingsq,tirbrai
<br /> it < 4. Row Frain rig shall bb.a indicated on plan.Refer t,General 5-c-1 Notes.
<br /> & Trusses sea marked Strut shall be des,gned LU
<br /> ALL F R HARDWARE �.j "1 6, 0—f—mg Mannte"shall be 2�4 @ 24-oc posted down f-1119 below w/2A Q 48",,.staggered or as�,d,cated by the W
<br /> SHOWN R SPECIFIED Truss Manufacturer T SHONN 0,� IE, NOT
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<br /> _�TO RE '—E' REMAIN UNCHANGED LIJ
<br /> Provide solid Flat Block rig at all Valleys.Fasten Slaeath,ng to Block rig n acubind—with Note 3,
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<br /> ide H2SA Clip each side or TLOK6 Screw each ply at 2-ply or greater Guo Truss ends.t 1 ur, yp. C)
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<br /> , WALL'FRAMING PLAN NOTES: —j
<br /> 9 —11,Walls shall be Shear Wall type Pt-6 with 2 x6 Studs @ 16'oc.u.o-n.
<br /> inn.n.,Walls shall be a4 Sand.@ 16"..,
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<br /> i re Whe adi—m Shear Wails a—n contact, a,isurds t.q.th.,per 3/SO6,See IIS06 for spec al stud requirements ei So ,Wall Z
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<br /> : 1 types PI-3,Pt-2 and P2-2. z
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<br /> �1 Held,,11,111 be4,1,u,,-,,See D,I,1 131506 1 Built-up d Groupsn Wails supporting BeamTrusseslow—
<br /> ,Posts or Girder Tses ahall be(2)Studs, .o., See General Structural < o
<br /> Notes for fastening requirements. C)
<br /> 12. Sea 101SO6 for Suhipson to USP h.,dwa,e coo—mr,table, U_
<br /> OFFION ELE\/._'B' EXTENDED GARAGE OPTION ELEV.'B' LEGEND
<br /> XX .—JL CALL-LIT
<br /> SHEAR WALL BELOW PER SCHEDULE OF I/S05
<br /> E— BEARING OR SHEAR WALL BELOWHg
<br /> E I BEARING OR SHEAR WALL ABOVE W
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> zPOST BELOWPT.LO BLOCK THRU FLOOR FOR POST ABOVE
<br /> FOR HEADER PER PLAN NOTE 10
<br /> 114*=l'-X 0 1 2 4 6 16 SO4.1 B
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