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<br /> ADJUST SPACING AS REO'D `
<br /> 14 .. FOR PLUMBING,TYP-(SEE
<br /> S08 ^(I A6 FOR PLUMBING DROP if.
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<br /> 2 W DIMENSIONS) W
<br /> S09 2x12 HFaK2. O
<br /> @ 19-2'-,TYP, -
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<br /> TYP JNO SOB p�as.yr,
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<br /> F- - FLOOR FRAMING PLAN NOTES:
<br /> IT1' LOWER 3 i. Floor11 Sh mining shot be'/."thick 8G(Penal Span Rating 9&24)wth tang P.A.Sp ch perpen FG-31to supports.Glue Sheathing
<br /> ,TE 1'•4"AND �$ U to all Frarrung Members and Block ng below w h adhes ve conform ng to A.P A Specifcaaon AFG-Ot.Fasten Sheathing b �—
<br /> ..... TO FLAT 2x4 to Fram ng with 0-131
<br /> e x 2K'Nails or Simps WSV#9i Screws as felmws.
<br /> J 2 1
<br /> WN STUDS v - Framing,Edges I 6".,,l co Ur
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<br /> Frammg,Field 10"oc
<br /> 4xt2(F) Boundares,Blocking Struts 6'oc
<br /> OO At areas inmcared as Blocked Diaphmym vrovlda 2x Flat 1IOdplg IPI:f General UVWIU aI Ngal at all Unframed 5healhing Panel Z W
<br /> x o R _-""- Etlges.Fasten Sheathng to Fram ng ana Bbeking with 013t 0 2)','Nails or Simpson WSV#gx2Y'screws as foYows:
<br /> m a (2)2x6 Ep-4 Framing,Edges 4"oc Q
<br /> Framing.Field 10"oc
<br /> N8 Boundaries,Blocking,Struts 4 oc �� Q
<br /> LL SOB See Drawings for ,her Sheathing Na ng teq,nements 0Z
<br /> 3 2, Floor Framing shall be as indicated on plan.Refer to General Structural Notes for other milt laments.
<br /> ROOF FRAMING PLAN NOTES O Z
<br /> 3. Roof Sheathing shall be "th ck(Panel Span Rating 24/16).Fasten Sheathing to y raming with 0.131"0 x "Nails as fo ows: O_
<br /> Framing,Eriges 6"oc LJ �-
<br /> Framing,Field 12"oc Q
<br /> 5 + HU272-3 4 eountlaries,Blocking,Shuts Si...
<br /> rV rp+6 'oT AI Unftamed Panel Edges,Provide PSCA Framing Clips co—ed between each Framing Member.See Dawings for uther LLl
<br /> 0"LAP LOWER S08 Q N o- SO6 /srj (O Sheathing Nailing J
<br /> (3)2x12(F) CS16x3'-O"- g g requirements. W
<br /> QE 114'AND +/-10'-fi" 5Y2x15 GLB(DROPPED) s PLATE Tr-PLATE W
<br /> TO FLAT 2x4 At areas incicated as Blocked Diaphragm,provide 2x Flat Blocking(per General Structural No(es)at all Unframed Sheatning Panel
<br /> WN STUDS Edges.Fasten ,Sh..0 ng to Framing and Blocking with 0 131'0 x 2Y"Nails as folbws: m
<br /> -- NHU$5.$0/10 Framing Edges 4"oc
<br /> m 11 13 I Fra ng Had 12"oc
<br /> - S09 SOB 54(U," Boundanes Blocking,Struts 4'oc
<br /> A OF FRAMING H I-IARD" .r Sae Drawings for other Sheathing Nailing requirements
<br /> NOT SHOWN OR SPEI'IFII r MONO LL
<br /> TO REMAJN IJN(HANGEI� ', TRUSSES CID ( N 4, Root Frammg shall be as imtiwled on plan Hater to General Structural Notes
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<br /> 24"oc
<br /> �I eu 5 Trusses manned 51hn shall ge designed -Io accommodate n, - t d a and connect—S LU
<br /> HOP.IZ.HTS30C -u Trani n below w/2x4 N 48'oq s d,or as indicated b the W
<br /> IEq,'TIDE BEAM a Thu. a ng Members shall be 2x4�,24"oc posted tlowi" a y �, la9gere y O W
<br /> � (2)2x6 Truss Manufacturer
<br /> _ --k ATTACH LOW TO r.'LATE 'I HU212-2 -
<br /> y_ r to Blo,.kin —,dancz with Note 3.
<br /> `L ROOF TO BEAM 0 � 11 P ovide sold Flat Blacking Stall Valleys Fasten Sheathed 9 n
<br /> + P s PER 11lS08.SIM I h} a 2+ rg4rO11 SOB HU412 O LL
<br /> ,o �� ^a s ,5 (MAx) B. Provide H2 5A Clip each side or TLOK6 S—eaG,ply at 2-ply ar greater Girder Truss ands,lip. 0
<br /> (2)2x6 _ _ (2)2x6 i CONT.4x12(F) _ _It If2
<br /> — - 9 Exten�Wor II h babes r i-7/a e Pt-6 with x6 Stu Q i6"oc u o n
<br /> P7-2 2 2x6 6 WAInterior WdI S Shdll at
<br /> 1 2 I Slutlb aLL FRAMING PLAN 16",O Om 2 U
<br /> s as
<br /> — — —
<br /> COMMONTP.UJS " r _".,� _. -. —�I„ 5YX75 GLB �' .mar per 3/SO6.See t/Stl6 for Special siW requUemenls a:Shear wail � Z
<br /> -- ' l (2)2x6 W/ COMMON TRUSS ' 9
<br /> (2)2x6 Al-- I- ' ------ HUC26-2 typesPt 3 Pt 1 and P2 2 re n contact aY studs _
<br /> IIUGZG c TRus: 1 O I) wheread)a adjacent sbearwausa b• W O
<br /> LL
<br /> -_.. x Wu -- i Nyx, RAISED HEEL S08
<br /> TD RO5T T o.L. TO POST GABLE ENDH RG SED a MONO 1RUSSES t0. Headers shall Be 4x6 u.o n.See Data 1;vSU6
<br /> COMMON muNO
<br /> i +t-;� @' S08 i 1 @ 2d"oc 11, Bu It up Stud Groups in Wags support ng Beams Posts or 0—,Trusses above shall be 12)Studs.u o n.See General Structural
<br /> a Notes for fastening requirements. 0
<br /> _ tUL2c GER SOO (0
<br /> GABLE END TRUSS ) L'S SOB 76 PER 13/S08 12. See 1US06 for Simpson to USP hardware conversion table. LL
<br /> (RIGHT SIDE ONLY S09 (2)2x6 W! 0�
<br /> 1` ;ilaiDiGiIC;B! EXTEND FULL LENGTH Huc26-2
<br /> S09 Piz, OF SHEAR WALL) TO POST LEGEND
<br /> XX DETAIL CALL-OUT
<br /> EXTENDED FRON_T_-POrt�_:_n_vim_flGi_;_L-lk.V.'B_' sx.x �
<br /> - 1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 g
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<br /> 4 BEARING OR SHEAR WALL BELOW f=
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<br /> BEARING OR SHEAR WALL ABOVL a
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<br /> POST BELOW
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<br /> PT.LD, BLOCK THRU FLOOR FOR POST
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<br /> FOR HEADER PER PLAN NOTE 10
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