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<br /> FLOOR FRAMING PLAN NOTES:
<br /> 1. Floor Sheathing hall be W thick T&(Panel 6�948/24j—.hlh"I, aatf'—'�q
<br /> loa Framing
<br /> g Members and Blocking below with adhesive c.nt......ng 1. A.Spedfication AFG-01.Fasten Sheath,,,,1.
<br /> F 'no or Simpson
<br /> WSu follows'.
<br /> vnth 0.131"0 x 2Y,'Nails #9.2y",.,..s..MA
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<br /> Framing,Edges LL
<br /> At areas indicated as Blocked Diaphragm.provide 2,Flat Blocking Wier General Structural N—s)al all Unframed Sheathimy Panel
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<br /> Framing!Field I U
<br /> Edges. 0 ZY."Nails or SknpsonWSV#9xZY"screws as Who-
<br /> P1-6
<br /> oundaries,Blocku)q Stut.
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<br /> �HTG WALL SHTG
<br /> X* beh,n-b Sea DesiN.fc,.0a,Slg N h,,g n,quirements,
<br /> C)NT THRO CONT.TH RU
<br /> 2. Flow Fe,n,ng sl - -all be. Wa on plan Rate,to General Sr— —,i,al Notes for other requirements. Z
<br /> 1 ?RNER z
<br /> ROOF FRAMING PLAN NOTES:
<br /> nhl Yd' i Span tineshng�2411 6),
<br /> -o (2)CS16xT-0- 3. Rooeathing shot be thick(Pam Fasten Sheathing to Framing w th 0 1 E1 fJ x 2J'IJ tls es follows:
<br /> BEAM TO EA.
<br /> PLATE Fall,Edges__
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<br /> LOW 1,()1 poundanes,blocking,btrul�s� Uj >
<br /> At Unframed Panel Edges,provide PECA Framing Clips centered between each Frahang Member.See Drawings for 11h.,
<br /> TPUSIE" Uj
<br /> ir, Sheathing Nailing req,umments. r —j
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<br /> LOW ROOF III(q. At area1 4 indirewd as Blocked Diaphragm,provide 2.Fiat Block W ce,General Stsuct-1 Notes)0.1i Unf—oad!Sheath 9 Panel
<br /> TRUSSES IL Edges. .1-Sheathing to Framing and Blocking with 0,131"0 x 2Y,"Neds as follows:
<br /> 10 24"-
<br /> Z10 Framing,Edges 4"oc
<br /> z HHUS6.50110 Framing ITul-PIM
<br /> 1undarjes,Blockimg,-S
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<br /> PER SO4 See Drawings for other Sheathing Nailing requirements.
<br /> 4. Roof Framing$hall be as md—ted on plan.Refer to General Scuctunul No-
<br /> 5 Trusses marked Strut shall be des,gnedio accommodate the ind,cated loads and connections. LU
<br /> 16
<br /> ALL FRAMING OR HARDWARE Z
<br /> SPECIFIED 6. U,erft ing Members shall be 2x4 @ 24"oc posted framing bal—.12.4 @ 48"..,staggered,or as indicated by the LIJ
<br /> NOT SHOWN OR SP T,uss Manufacturer 0 >
<br /> NOT <
<br /> Lf()�E-lk'4AJII 1!;,-','-.�"�l,,,' IIITO REMAIN UNCHANGED 7 Provide sold Flat Blocking at all Valleys.Fasten Sheathing to Blo,king ii,accordance Ah Note 3 LLJ
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<br /> b. Pro de H2 5A Chip each side or TLOK6 Sc—each ply at 2-ply or greater Order Tnun,and.typ 0 CL 0 1
<br /> II v III
<br /> be �o.ri Q
<br /> WALL'FRAMING PLAN NOTES. >- I
<br /> 6:-eitono Wsll..h.11 be S ar a I pe -w th 2x tuds 16'oc u.o n. LL (D
<br /> Wells
<br /> 4X10 nuenbr shall be 2x
<br /> r--Aw h.d1ludstogeth,,per 3/S()6.See 11S06 for pecial stud requirements at Shear Wall z.
<br /> typeaP1-3 Pt-2,and UJ 0
<br /> 10. Headers shall be 4x6,u.o.n.See Deaul WS06, <
<br /> '.S:;U 11 Bea-up Stud Groups in Wall,supporting Seems,Posts or G,,d,t Trusses above shag be(2)Studs,u.o n,Sea General Structural
<br /> Notes to,fastening requirements W
<br /> 12. See 10IS06 for Skofp—1.USP h.ni—e conversion table LL
<br /> iE,,LE[)GARAGE OPI l6i 3-CAR GARAGE OPTION ELEV.'A- LEGEND
<br /> 'J;� DETAIL AL-.111
<br /> -------- SHEAR WALL BELOW PER SCHEDULE OF IIS06
<br /> BEARING OR SHEAR WALL BELOW to
<br /> SEARING OR SHEAR WALL ABOVE
<br /> (F) FLUSH FRAMEU(BOTTOM FLUSH W/BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> PT.LD. BLOCK THRU FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 16 SO4.1 A(M)
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