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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1, Floor heat i g a all ick 8G(Penal Span tiny 4$T24j with long d'nnans parpendlcular to snppoits.Glue STieatTil—ng
<br /> to all Framing Members d Blocking below with adhesive conforming to A.P.A.Sip—ticatim,AFG-01.Faster Sheathing to
<br /> Framing with D.1 31"0 x ZY"Nails or Simpson MV#94Y."screws as follows:
<br /> Franning,
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<br /> Il bounclares,Blocking L Struts J B"rml
<br /> Al areas indicated as Blocked D"Pll provide 2x Flat Blocking(per General Structural Notes)at all Unframed Sheathing Panel
<br /> Edges.Feeler,Sheathing to Framing and Blocking wild 0.131'0,2K"Nails or Simpson WSV#9x2Y:"screws as follows: LLJ
<br /> Framing,Edges0
<br /> Framing,
<br /> ii Field <
<br /> Boundaries,Blocking,Struts 4- a B._ , W
<br /> WALL SHTG See Drawings for other Sheathing Nailing requnements,
<br /> WALL SHY6 rs
<br /> CONT.THRU CONT.THRU 2. Floor Framing shall be.indicated on plan.Rate,to General Structural Notes for other rect,nam-s-
<br /> CORNER 16 GO_ER
<br /> ROOF FRAMING PLAN NOTES - 0 0
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<br /> (2)CS16x'- (2)CS16x3'-0"- 3. Roof Sheathing shall be V,"thick(Parel Spain Rating 24/16).FastefiShethingtoF�mingwi�0.131'0,2Yi'N,iCs,—sfoVow—�.
<br /> BEAM TO E-, BEAM TO EA. I I Framing,Edges 6"MI
<br /> PLATE L PLATE L I Frarning,Field "I OC
<br /> LOW ROOF es.Hl-king,SR-a-±A Uj
<br /> So T— �'�08 do TRUSSES At Unframed Panel Edges,provide PSCA Framing Clips centered between each Framing Member.Sea Drawn Lij
<br /> -.1 z4, to 24"" Sheathing Nailing dequmernarts -i
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<br /> d _LOWN001 At area,indicated a,Blocked Dutphagn provide 2x Flat Blocking(per General Structual Not..)at ad Unframed Sheathing P...I
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<br /> O TRU6SE;
<br /> Edges Feel,,Sheathing to Framing and Blocking with 0.131"O x 2y,"..it,as fh.w.;
<br /> @ 24"- Fraddi -iM 12
<br /> talll W Framing,E
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<br /> HHUS5 50110 z Boundaries,rig,
<br /> HHUS5.50116 See Drawings for other Sheathing Nailing requlremerns,
<br /> GLB PER SO4 PER 504
<br /> 4. Roof Framing shall be as indicated on plan.Refer to General Sudcor.1 Not...
<br /> IS 5. Trusses marked Strut shall be designed to accommodate themd1cated loads and connection, LU
<br /> ALL FRAMING OR HARDWARE ALL FRAMING OR HARDWARE Z
<br /> 1.1 1\�01 6. O—f-,:rg M—b—hall u.2,,4 @ 24"..postard de—--in famiog bsl,,w/2x4@48"cc,staggered,or—nd-tedbythe Uj
<br /> NOT SHOWN OR SPECIFIED NOT SHOWN OR SPECIFIED Tmas 110—f-t—
<br /> TO REMAIN UNCHANGED O
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<br /> TO REMAIN UNCHANGED LU7, Provide solid Fiat Blocking at all Valleys.Fasten Sheathing to Blockinqw,accordance with Note 3, :51
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<br /> 8. Provide HZ5A Clip each side or TLOK6 Screw each pit,at 2-ply or greater Girder Truss ends,typ. 0
<br /> WALL FRAMING PLAN NOTES: 11
<br /> Is-shaffE-el§F-ear Wall type P1-6 with 2x6 Studs@ 16',c,u.o.r. U—
<br /> Intel or Walls shall be 2X4 Stud,@ 16"oc,u-n. Z
<br /> P1-6 Wis..110ced,She.,Wells..in conduct,nail studs together per 3/SO6.Sea 11S06 for special stud dequ-nneirls a,Shear Wall
<br /> types PI-3,P 1-2.and P2.2, z
<br /> 11. 14-1—shall be 05,",*,n,Sea Detail 111111,
<br /> 1. Built-up
<br /> Groups Stud G in Walls supporting Beams.Posts or Girder Trusses above shall be(2)SoLdS. See General Structural
<br /> Not.s for fastening requirements.
<br /> 12. Sea,OiSG6 for Simpson to USP hard....,mvioamd his U
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<br /> 3-CAR 6/,,RAGE OPTION ELr- EXTENDED GARAGE OPTION-ELEV.'A' LEGEND
<br /> DETAIL CALL0.T
<br /> SHEAR WALL BELOW PER SCHEDULE OF IS06
<br /> do
<br /> BEARING OR SHEAR WALL BELOW to
<br /> E I BEARING OR SHEAR WALL ABOVE IL
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> QD
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE Ld--LiIJ
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<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 16 SO4.1 A
<br /> 7L77---2------7
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