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<br /> ro`� 13 SOB SO6
<br /> ti 40 SOB CS16x3'-0" IA
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<br /> 4 5Yx13Yz GLB(DROPPED)BEAM TO PLATE P1-6 C.
<br /> o S06 N LU5210, g W
<br /> HORIZ.HT536C- v.NP UNO SOB
<br /> BEAM TO PLATE P1-6 u CJ
<br /> �,L,kb 4z8 3Ysx12 GLB IF
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<br /> SOB e
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<br /> z�?so ell°6dy�J
<br /> 2x12 HF1t2
<br /> @ 16"oc,
<br /> S� NP.UNO ADJUST SPACING AS REO'D
<br /> 2 FOR PLUMBING,NP.(SEE
<br /> A6 FOR PLUMBING DROP 2 FLOOR FRAMING PLAN NOTES: ----
<br /> DIMENSIONS)I) I I SOB 1. Floor Sheathing shall be%%thick 8G(Panel pan RatlVg 48241 with long dimension perpendicular to supports.Glue Sheathing
<br /> to all Framing Members .Blocking below with adhesi a conforming to A.RASpsafloation AFG-01.Fasten Sheathing to (,,,_
<br /> Framkrg with 0.131"O x 2X"Nails or Simpson WSV#9x2y,screws as lollows: �� ,_
<br /> 2x12 HF#2 Framing,Edges 6"oc
<br /> (�12'oc Framing,Field 10"oc _
<br /> Boundanes,Blocking,Struts 6"oc L
<br /> 3 At.—indicated as Blodred Diaphragm,provide 2.Flat BI mg(Per General St-fuel Notes)at all Unframed Sheathing Panel
<br /> 22+6 SOB 2�+6 Edges.Fasten Sheathing w Framing and Blocking with 0.131"0 x 2Y,"Nails or Simpson WSV ilg Zv"screws as follows. w
<br /> Framing,Edges __ 4"oc it V
<br /> DBL JOIST(F) Framing.Feld ... 10"oc Q
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<br /> Boundanes Blocking Struts 4"oc
<br /> See Drawings for other Sheath,,,,Nailing nequ,nandents. 02. Floor Framing shall be as indicated on plan.Refer Geneal Structural Notes for other regwrements. z 1
<br /> P1-6 ROOF FRAMING PLAN NOTES: 0 z
<br /> B 3. Roof Sheathing shall be'o trick(Panel Span Rating heathing to Framing with 0.137"0 x 2 its as follows' Q
<br /> SO6 ry B Framing,Edges 8"oc
<br /> S08 Framing,Feltl 12"oc
<br /> Boundaries,Blocking,Struts 1 6"o.l W
<br /> }`0 2 At Unf d P net Edge pho,rd,PSGA Framing Clips centered uetwesn each Framing Member.See Drawings for other W
<br /> -0"-LAP LOWER 'Lry `'+s _ Sheathing g Nailing g requirements. _J
<br /> ATE
<br /> I TO FLAT 2x4 At-as a t d as BbGca i D'phragm pm,ide 2x Flat BloG'rg(Per General Strecural Notes)at ali Unframed Sh-d"irg Panel W
<br /> TWN STUDS DBL JOIST(F) o Edges F 1 Sheath'g t F ming ana Blocking wim 0.131 0 x 2Y^Nails as fWwws- Q-_
<br /> - -- Framing,Edges 4"01,
<br /> Framing,Field 12"oc
<br /> SOB Q�+s Be,DrawinBoundari Sh Blocking,Sir S 4"oc
<br /> 6
<br /> Ogs rrg g requirements_
<br /> o ,l\� 5)¢x16Yz GLB(DROPPED) CS16x3' Roof Framing shall be as Indicated on plan.Refer to General Structural Notes.
<br /> ~ 2
<br /> w� PLATE TO PLATE 5. Trusses marked ShW shall be desg red to accommpdata the w cared loader and connec(ona. N � W
<br /> -(v.0 6 Ovetfiam'ng Members shall be 2,4 @ 24 oc posted down to man tram ng below wf 2x4(?48 oc,staggered or as md-ted by the
<br /> AM LV W
<br /> ALL FRING OR HARDWARE v LL P\21 0 Tmss Manufacturer 0
<br /> NOT SHOWN Oh SPECIFIED - Z LL iW
<br /> TO REMAIN UW,HANGED ❑O 3 y T Provide sold Flat Blocking at all Valleys Fasten Sheathing to 8iockng 11 accordance with Nate 3.
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<br /> - � O H. Provide H2 SA Cl'p each s id or TWK6 Screw each ply at 2-ply ur greater Girder 0der Truss ends,lyp.
<br /> ❑ WALL FRAMING PLAN NOTES: J }
<br /> p 9. Exterior Walls she II be at Wall h
<br /> SOB ype P1-fi w th 2x6 Stud @-16'oc,u.o.n. ------------
<br /> mr nor Walls shall be 2x4 Studs @ 16 ac u c n
<br /> I 0 ? 2
<br /> r2Jb• -i ,2 \'d `o+d+ 5Y 12 GLB j+d, - �, N. SY x13Yz GLB 2+6 2'f6 Where adjacem Shear Walls are in contact..nail studs together per 3SO6.See VS06 for special sWd requirements at Shear Wall '
<br /> RIM i-17 RIM !10-0" \ (EXTEND TO CORNER) types Pt 3,P12 and P2 2.
<br /> le -: _ _ CANT. O_
<br /> T-- - -- -- i - -- -- - 10. Header shall be 4x6 u o n See Deter 13/S06.
<br /> 2x4 SHTG LEDGER-- ---- 2x4 SHTG LEDGER J
<br /> W!(2)12d EA STUD -�_ VV!(2)12d EA STUD 11. Bu It-up Stud Groups n walls su mn Beams,Pasts or Girtler Trusses above shall be 21 Studs.u.o.n.See Gareial Structural U
<br /> MONO fkU6S MONOTRUSS p_ Notesforlastemngrequremems, ( Q
<br /> i 11 Pt-2 �.L
<br /> _ . See 10/S06 for S meson to USP hardware conversion labia. D
<br /> (212,c8 Wi HUC26-2 -(2)2xb,n;; 1- SOB
<br /> (2)2x6 (2)2x6 W! e PER 1z
<br /> TO POST M N 1 FRUa _ HUC2G-� END TRUSS HUC26-2 SO6 (H3/5O)
<br /> I TO POS i TO POST
<br /> S09
<br /> (2)2x6 W1 HUC26-2 76 LEGEND TO POST
<br /> ND TRUSS 8 8
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<br /> (RIGHT (TOP ONLY AT ENTRY SX.X DETAIL CALL-OUT
<br /> cCh SIDE ONLY) DOOR,EXTEND FULL
<br /> -- LENGTH OF EA k
<br /> SHEAR WALL) P1-X SHEAR WALL BELOW PER SCHEDULE OF 11806
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<br /> EXTENDED FRONT PO i P I ION-ELEV.'ra BEARING OR SHEAR WALL BELOW r
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<br /> BEARING OR SHEAR WALL ABOVE a
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING) w o
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<br /> ❑
<br /> POST BELOW — —
<br /> PT.LD. BLOCKTHRU FLOOR FOR POSTABOVE K
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4A
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