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<br /> FLOOR FRAMING PLAN NOTES
<br /> 1, Rod ip 8/24jviJ Glue Sheathin
<br /> to Sheathing hall .t dk &G an. 1.gd ft.
<br /> all Framing Members ,,A.P.A.SpeciftcationAFG-01.Fasten Sheatinnogn,Jo's 01,,0 2 Nails
<br /> .,Sir, on WSV ......a Framing ,in Ili —, F—
<br /> lFramFraming,Edges I S"ci Boundaries, co LL
<br /> ing,Field 16 ooc Lij
<br /> Blocking,Struts d At areas indicated as Blocked Diaphragm,provide 2x Flal Blocking just General Structural Notes)at all Unfe,ned SI-11nng Panel Uj
<br /> SU S09 Edges.Fasten,Sheathing to Flaming and Blocking will,0.131'0 2Y,"NaNails or Simpson WSV#9,ZY2"screws as dll—
<br /> Framing,Edge. 4"11
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<br /> Framing.Field 10"oc Or
<br /> Pi-6 flF—
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<br /> See Drawings for other Sheathing Nailing ed,mem,nes.
<br /> .IVALL Sl IIG WALL SHTG
<br /> CCINT THRU CONT.THRU 2. z
<br /> C,,RNER CORNER I z
<br /> ROOF FRAMING PLAN NOTES.
<br /> 0
<br /> 4 (2)CS16xT-0'- 3. hoof shall 7-70�c 0 —
<br /> BEAM I U Ll-, it BEAM TO EA.
<br /> PLATE Framing Feld�21:1 <
<br /> LOW ROOF Boundaries,blocking,Struts LU >
<br /> TRUSSES S,a 1 6 12 A Untrained Panel Edges,provide PSCA Foaming Clips identere-c between each Foutung M.mb,,, Sea Drawings d, th., LU
<br /> @ 24"- —j I
<br /> Shellihnni;Nailing req,imments. LLI
<br /> IIICi ❑LOW ROOF III(-n ud At areas
<br /> ID I TRUSSES 0- Fadi a'&d as Blocked Dnaphrugm.provide 2.Flat 61.�unqp.,G.-al Slo.cluoul Notes)or all Unf—sa Sh.a.1 g Panel
<br /> I od dQd. Edges, star,Sheathing to Framing and Blocking with 0 131 0,2)1,,"Na Is as folb,s:
<br /> illig T-4`dc
<br /> C 2W-dc do
<br /> 1— 11 11 rraming,Field
<br /> 0 1 H S,, 8 Blocking H 50/10 Boundaries,BlocR7 ,Sfr
<br /> Drawings for other Sheathing Nailing redo ni
<br /> rot GLB PER SO4
<br /> g) Pool`Fraing shall be.—tacated on plan Rate,to General Structural Not..
<br /> <1 6
<br /> 4.
<br /> (-16--,\ 6. Trusses marked Strshell 1L,d,aigaed1 loiaucommodestll-ndl-�-ds cutd-n—clom, LIU
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<br /> ALL FRAMING OR HARDWARE
<br /> NOT OR SPECIFIEDWARE 6. D—faming M bet,shall be 214 @ 24"oc posted down to man,framing below I 2x4 @ 48"oc stagge,ed,or as indurated by the ILL!
<br /> NOT SHGWi, E T,uss Manufacturer. 0 < >
<br /> ToED
<br /> III L-
<br /> IOREMAINUNCII�Ij— REMAIN UNCHANGED 7. Provide solid Flat Blocking at all Valleys.Fasten Sheathing to Blocking in accordance with Not.3 W
<br /> 8. Provide H-5A Clip each side or TLOK6 Screw each ply at 2-ply or great&Glider Twss ends.typ 0 LL
<br /> II II -1 0
<br /> WALL FRAMING PLAN NOTES. >-
<br /> \ I 9 tenor Walls shall be Shear Wal I Pl-6 with 2x6 Studs 16".-�h 2x6 Studs 16"0
<br /> Manor Walls shall be 2x4 Studs @yp c, n
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<br /> U*her adjacent Shear Walls event conds,i,odil studs tog,il-V�3/SDG,See I/SO6 for special stud requirements at Shear Wall
<br /> types P1-3 Pl-2,and P2-2. z
<br /> 10. Hinadits shall be 4x6, Sea 0.1al INS06. Uj L5
<br /> 11 B JW,p Stud Groups in Walls supporting Be—,Post,or Guid.,T—ea, b.. hall be(2)Stud......n.See General Structural
<br /> Note di for fastening requirements.
<br /> 12. See 10/S06 for Simpson to USP hardware conversion la!L16, U— L
<br /> EXTEi,iL)ED-(,ARAGE0P-I1U,: 3-CAR GARAGE OPTION ELEV.W- XX LEGEND
<br /> DETAIL CALL-OUT
<br /> lQ
<br /> SHEAR WALL BELOW PER SCHEDULE OF II506
<br /> do
<br /> BEARING OR SHEAR WALL BELOW
<br /> c I BEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.1-D. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 6 16 SO4.1 il
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