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<br /> FLOOR FRAMING PLAN NOTES:
<br /> S09 1. �
<br /> Floor Sheathing shall be K"thick T&G(Pan.[So.Rating B/41 with I ng dimension perpendicular to Suppons.Glue Sheathing
<br /> Mal Framing Mamberaitod Blocking below with adhes,eco,for,,,,gtoA.P.kSpeciftnonAFG-01.Fasten Sheatmgil,
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<br /> VVAL- cH I G WALL SHTG Fiat ng with 0,131"0 2X,"Nail,or Sirnplia,WSV#9.2Y,"...as follows
<br /> 6"07C
<br /> C.0117 THRkJ CONT.THRU Framing,
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<br /> R 1-4 1-R, CORNER FIZ.1d
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<br /> At areas indicated as Blocked Diaphragm pi-ovide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel LJ
<br /> Edge..Fasten Sheathing 10 Framing and Blocking with 0.131"0,2ik"Nails or Simpson WSV rj9x2Y,'sc,as follow, (D
<br /> f2jCSi6'3'-0' (2)CS16xX-0"BEAM TO C& �Fhimnlng,�Fiej'a
<br /> BEAM T
<br /> PLATE PI ATE 0 EA' <
<br /> See Drawings for other Sheathing Nailing q.1hermarls
<br /> 't 2. Floor Framing shall beasdi Incated on plan.Refer to General Sluchinill Notes for other requirements z
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<br /> ROOF FRAMING PLAN NOTES:
<br /> TRUSSESDI' lei 3. Roof Sheathing shall be Vit"thick(PaRil Span—Rabo924116),
<br /> @ 24"lyc Framing,Edges
<br /> .61,FILL FRAMING CR ALL FRAMING OR HARDWARE
<br /> NOT SHOWN OR SPECIFIED d . Framing,Fuld 12'oc Q
<br /> NOT SHOWN OF plrclllt��C 'F�
<br /> V cool (tjounclarent,blocking,Slims I 6'od
<br /> [�T.REMAIN UP�.,, TO REMAIN UNCHANGED
<br /> At Unframed Pan,]Edges,provide P Fumi d ClipsItoiad be—it each Framing Member.Sea L)r..,n,e to,.,he,
<br /> Sheathing Nailing requirements. UJ
<br /> z At an—mil—ted as Blocked Diaphragm,provide 2k Flat blocking(par General Structural Notes)at all Unframed Sheathing Panel
<br /> GLIS _R SL4 45,L6 PER$04 wEdges.Fasten Sheathing to Framing antl Blocking with 0.131"0 x V,"Nails as follows:
<br /> HHUS5.50110 ob JEFraming,22 T_4�0c]a I 12"oc
<br /> 2"u, O 11ounolleal Blocking,Struts L 4"OCI
<br /> Sea Drawings for other Sheathing Nailing requirements.
<br /> Roof Framing shall be as indicated an plan.Refer to General Structural Notes.
<br /> 12 LL1
<br /> $. Trusses markiso Stint shall be designed to accommodate the Micated loads and connections. Z of
<br /> (SUS it ICI S08
<br /> 6. Overfarring Members shall be 2k4 Q 24"oc posted down to main naming below wl 2x4 @ 46"m,staggered.or as indicated by the LL1
<br /> Truss Manufacturer.
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<br /> Provide Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Note 3. LLA
<br /> 0 ILL
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<br /> P� H2.dA Clip each side or TLOK6 Screw each ply at 2-ply or greater Girder Truss ends tip.
<br /> WALL FRAMING PLAN NOTES:
<br /> T_—Ext-.1 WRIF.-shal at all,ypa I-11 ou a 16,0c U. in. U_
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<br /> interior Wails shall bei 2,4 Studs @ 16". .0. Z
<br /> Where adjacent Shear Walls are W in contact.nail studs together per 506.See 1 IS06 for 1piMMI slud at Shear Wall
<br /> 11 types Pi-3 P1-2,and P2.2. z
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<br /> 10. Header,shall bat 06,.n.Sea Dean 13/S06. 1 a— <
<br /> 11, Built-up Stud Group.in Walls supporting Seaurs,Posts or Girder Trustee above shall be(2)Studs.,Sea General Structural
<br /> --CAR GARAGE OPTiCA'4 L-1-EV. i., EXTENDED GARAGE OPTION ELEV.'D' Noles for filliteringnal,thernents. f r
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<br /> 12. See 10/S06 for Simpson to USP hard—conversion table. UL D
<br /> LEGEND
<br /> DETAIL CALL-OUT
<br /> FE 787 SHEAR WALL BELOW PER SCHEDULE OF 1/SW
<br /> BEARING OR SHEAR WALL BELOW
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<br /> E I BEARING OR SHEAR WALL ABOVE
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<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 1/4"=1'-0' 0 1 2 4 6 16 004.1 D
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