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<br /> •/ -CS16x3'-T- S08 'o N-t
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<br /> P1 l _ 4M TO PLATE p—
<br /> �—�i 5Yx73y GLB(DROPPED)
<br /> HER F-
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<br /> 0 SOB a
<br /> jSOB
<br /> ' P1 6 HORIZ.FITS30C- z+
<br /> -_ -_- - BEAM TO PLATE '--'
<br /> '3Yzx, 6Lis IF, �` _ _ 4x8
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<br /> fI, S08 —
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<br /> 2x12 HF#2 l J
<br /> -ADJUST l- I I '.I TYP.UNO
<br /> 5666 '�
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<br /> FOR PLUI IL i .:" S08
<br /> A6 FOr�
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<br /> ( \I - ! FLOOR FRAMING PLAN NOTES _ —1
<br /> Su;. DIM'c J�I IJ� 1. Floor Sheathing a M.."thick TBGPar,el Span Ratn 48/24 1hl
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<br /> -_ to all Flaming Members d BlocWng below with adhes ve-manning- - t A P.A Sp o Boston AFG 01.Fasten Sheathng to
<br /> i � I ( 9 I g tl n perpentl cuWr to supports Glua Sheathing
<br /> f- - Framiny wth 0 131 0 x 2Y Nails or S'mpsan WSV rigx2/• c e&s as follows:..2c-_l lit 4 Framing,Edges 6"oc _A W
<br /> t 1 raining,Field 70„oc (�
<br /> 3 Boundanes ILL
<br /> Blocking Struts 6 oc `1 1 _1
<br /> SOB .b+`o At areas mdcated as Blotl rovide ted Diaphragm p 2.Flat 8lnckrng Ps,General Structural No—)at all Unframed Sheathng Panel L� W
<br /> IIj Edges.Fasten Sheathing to Fram ng and Blocking with 0.131 0 x 2Y`Nails or Simpson WSV pOx2Y'screws as fotows (lr
<br /> JOIST(F) Framing,Edges 4"oc <
<br /> c 1 ------ Bo ndarles Blocking,SVuts 14"oc
<br /> Q
<br /> I I See Drawings for other Sheathing Nailing requirements. ♦n; I I \J
<br /> -' 1 l n 2 Floor Fra..ng shall be as and cated on plan.Refer to General Structural Notes fcs,throennnam,ma.
<br /> .o --- ROOF FRAMING PLAN NOTES O z
<br /> ry H I SD6 3. Roof Sheath' she
<br /> I de thick Patel S ——
<br /> n9 a ( Spun Rat ng 241161.Fallen Sheathing to Fm irg w ih 0.13t"0x 2�Na Is as follows' _
<br /> Framing.Edges 13'oc 1 I—
<br /> Framing Field 12'oc J Q
<br /> i Boundanes Blocking,Struts 6'0c Uj
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<br /> l tiry+6 ?+ A[Unframed Panel Edges p—d,PSCA Fram ng Chps centered hetween each Framing Member See Draw itys for emir W
<br /> s CS16%B'-0"-LAP LOWER Sheathing Nailing requ rements. J
<br /> TOP PLATE 1'4"AND T r LL)
<br /> III DBL JOIST(F) --" ATTACH TO FLAT 2x4 At areas indicated as Blocked Daphregr'e,proud,2,Flat Block,g)per,General Structural Notes)at ali Unfamed Si,eathi„y Panel
<br /> BLKG BTWN STUDS Edges Felten Snaamuig to Fra nny ara Blocking w m O 137 0 x 1K Na Is as follows.
<br /> - Fram i ng,Edges 4'oc
<br /> Framng,Field 12"oc
<br /> p e, Boundaries Bloeking,Struts 4'oc
<br /> S Draw igs for oter Sh ath ng Nailing requirements
<br /> CSI - .1t:. t.!_ Li
<br /> �.. 2 O--gyp 41 Roof Frem ng shall be as ndsonad on plan Refer to General Structural Notes.
<br /> PLATF10i--i1 5 Trusses marked Soul shall b,designed to accommodate to m d'-tad load,and wnnectons W
<br /> /.tt lit LL 6 Overtraming Members shall be 2,4 Q 24'oc posted down to ,a n na n below w/2x4 48'oc, fa a Z
<br /> ALL FRAMING OR HARDWARE »g C s gg,rea,or s ind�cat,d by lne LL ;
<br /> Truss Manufacturer
<br /> 0 3 NOT SHOWN OR SPECIFIED 19
<br /> TO REMAIN UNCHANGED i. ProvMe solid Flal Blodd at an vane s.Fasen sne min io Bin k i O W
<br /> a c 1 m accord n -h n9 Y ace wh Note 3.— 9 9
<br /> O m O & Provide H25A Clip each side or TLOK6 Sue&each ply at 2-ply or greater G rder Truss ends,typ. O 0
<br /> ilj I 0 0
<br /> ,I 5 WALL FRAMING PLAN NOTES__ }
<br /> I' 9. Extenor Walls shah --
<br /> . S08 �e2,alSrdis type Pl-6 wim 2x65tuds r(ii 16"oc, U— 0 f--
<br /> I. 12)2. W/ V
<br /> () Interbr Walls shall be 2x4 Studs Q 16"oc,u.o.n. —
<br /> I ry HUC26-2 6 6
<br /> 5Yzx12 GLB q. TO POST 'LO" 5Yx12 GUS `L� Where Idiot Shear Walls are s ritacL nail studs together per 3/SW,Be,1/SOB for special slug requ rements at Sheat Wall
<br /> RIM+1-10'-0"
<br /> - ' ffR11IM+1-10'0" tYP,s P1 3 P1 2 and P2-2 Z Z
<br /> ATTACH LOW ROOF 11 II � 10 Headers shall be 4x6 u o.n See Detail 13tSO6 /� —
<br /> II II W o
<br /> DIRECTLY TO RIM - ---I �� ATTACH LOW ROOF 0-
<br /> - DIRECTLY TO RIM 1, Built up Stud Groups in Walls supporting Beams Posts or Girder Trusses above shall be(2)Studs u.o.,,.See General Sh,clural F _ P1-2 END TRUSS BEAM PER 12/SO8,SIM ND TRUSS BEAM PER 121SO8,SIM Notes forfastenmg requirshi
<br /> PE 6 Wl HUC26-2 0 II I I ��
<br /> (2)2xG 2x4 RAFTER
<br /> /S08 TO POST MONO TRUSSES 1 (2)2x6 W!HUC26-2 12. See 10/S06 for SIMPson to LISP hardware conversion table.
<br /> (Pr_-U'-, ....... ?RS Q 24" - 24"a TO 24„� - TO POST LL
<br /> END TRUSS END TRUSS Fr
<br /> Fr
<br /> MONO (2)2x6W/HUC26-2 2z FULL DEPTH D
<br /> TH LEDGER 11 TRUSSES TO POST LEDGER W!(2) (2)2)� LEGEND
<br /> _ RUSS VERT S09 8 @ 24"oc g 12d EA TRUSS
<br /> S06 SO6 VERT
<br /> (TOP ONLY AT ENTRY (RIGHT 11 DETAIL CALL-OUT
<br /> DOOR,EXTEND FULL SIDE ONLY) S09 SXX
<br /> LENGTH OF FA.
<br /> SHEAR WALL) Ti-X SHEAR WALL BELOW PER SCHEDULE OF 11SO6
<br /> _ m
<br /> EXTENDED FRONT PORCH OPTION-ELEV.'B' � I BEARING OR SMEAR WALL BELOW
<br /> BEARING OR SHEAR WALL ABOVE a '
<br /> 7
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING) W N
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<br /> POST BELOW I,
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<br /> PT.LD. BLOCK THIRD FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PI-AN NOTE 10
<br /> SO4B(M)
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