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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1 FIEW�iFea_ffiliq 7sR F,V thick T0 dirs'.%asiili-ing
<br /> to all Framing Members and Blocking below with adhesive conforming to A.P.A.Specificabon AFG-01.Faster,Sheathing to
<br /> Framing with 0.131"0.2.Y"Nana or Sunpakrn WSV#9.ZV"tic—ir as follow.
<br /> Framing,Edges
<br /> F RA6 00 0
<br /> AL.,dtedI as 81.,*.d D,.ph,.gn,,pntykni 2a Flat Bloch og(per General 81H.—al Notes)at all Untamed Sh-thing Panel
<br /> Edges,Faster,SI—thn,g to Framing and Blocking with 0,131"0,2.v�"Nails or Simpson WSV#9,2Y."as follows
<br /> L.0
<br /> Framing,Edges 4'- Framl g Feld ql (D it 0. <
<br /> PI
<br /> 1- 11 JIL-
<br /> ,., I r� '(�4 1 1 <
<br /> —WALL SHTG <216 See Drawings for other Sheathing Ninlingren, i
<br /> C C."T THR. 6 WALL HYS Q9
<br /> CC R CONT.THRU
<br /> c z
<br /> CONT.THRU 2. Floor F,a,n,,,g hall b. indicated pit phin.Rate,to General Structural Notes far othin—c-emants
<br /> CORNER CORNER TP,
<br /> ROOF FRAMING PLAN NOTES:
<br /> wnri)A�WO I C EA.T. __4 3. ..She 0
<br /> I I
<br /> 8EA,11 T,l E, III BEAM TO EA. I nining Edges B.o.
<br /> PLATE PLATE 1.1 IF <
<br /> LOW ROOF Boundaries,Blocking, tru >
<br /> rl 2 TRUSSES Framing Chips centered between each Framing Men,lbe,See Drawhigs f,,other At Unframed Paris]Edqes,F—ide 4CA "" L11
<br /> C SOB do 61 zl� @ 24"oc Sheathing Ninfing reolin.m.n. __j
<br /> �, At areas Fasten
<br /> ted as Blocked Diaphragm provide 2,Fl.t Blocking(per General Structural Notes)at asi U,.u,d Sheathing Panel
<br /> Ed s SX Sheathing to F,,mi,g and Blocking w,fl,0.131"0 2Y,"Nails as follows:
<br /> Framing,
<br /> -i J�.a
<br /> Framing,
<br /> z7 cc
<br /> HHUS5.60/10 1 z 3—da es Blocking Struts
<br /> GLB PER 90� �LB require—ta I PER Sl� Sea 0—ings,for other Sheathing Nailing
<br /> 4. Roof Framing shall be as Indicated on plan Rater to Gar—I St—pral Notes
<br /> I Trusses narked Shut 11,11111 us 01 told,and 1-1,111us, LL
<br /> [�:LF 'ARDVVA,,E ALL FRAMING OR HARDWARESO,I d Oledraming Members shall be 2.4 rill 24'oc posted dew n f,a,,i,g Wow wl•2x4 @ 48'staggered or�s indic—ol by the
<br /> I..-F t NOT IO.N DR I Me LL
<br /> SF Truss Manufacturer.NOT SHOWN 0
<br /> TO REMAIN iANGFE) TO REMAIN U 0 LL
<br /> III Provide sold Flat Blocking at all Vauleys FirsienSheadh[ni,to Biock,rqi�, dance with Not.3 _j
<br /> 8. Prov,de,H2.5A Clip each side or TLQK6 Screw each ply I 2-ply or greater Girder Truss ends,typ. 0 C
<br /> WALL FRAMING PLAN NOTES: >
<br /> 67_Meridr Walls shall be ENsear Wad1Fyp_e_F5_16_wliR-fp9—St.d,g-lu...n, I-_end Walls shall be 2X4SWd.@ 16"..'..Orn.
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<br /> See I/SDB for special stud requirements at SI,ea,Wall ry
<br /> F-- types P1-3 PI-2,and P2-2. UJ
<br /> Headers shall be 44,d.o.n.See Detail 131SO6. a-
<br /> 11 support
<br /> 8.11-up Stud G,oupsn,Walls suppong Beam.,Post.or G,,d.,busses above tiluill be(2j Sups,d,n.Jae General Snucwral
<br /> Notes for festering prikknuarnsints r)
<br /> 12, See 10IS06 for Simpson to USP hardware conversion table LL.LL
<br /> LL
<br /> 3-Ci-\R GARAGE OPTION ELI:7� EXTENDED GARAGE OPTION ELEV.'K LEGEND
<br /> .—I CALL-.Ur
<br /> SHEAR WALL BELOW PER SCHEDULE OF I/SUG
<br /> M
<br /> =1
<br /> BEARING OR SHEAR WALL BELOW
<br /> I BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH WI BOTTOM OF FRAMING)
<br /> irs
<br /> QJ
<br /> POST BELOW
<br /> PT LID. BLOCK THRU FLOOR FOR POST ABOVE
<br /> I-OR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1 P
<br />
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