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<br /> FLOOR FRAMING PLAN NOTES:
<br /> S 1. Fluor Sheathing shall be W"thick T&G(V.mii Span RaTn�46t24)with long Ei em neon peryendicular io supports.Glue?,I,oalhing
<br /> to all Framing Memom ontl DINMI Dolovirwitt,ponp,conforming to A.P.A.Spric,fication AFG-01,Fast-Sheat-go r—
<br /> "aw"af.ftent:CONT.,--- LL
<br /> ALL SHTG IFraming,Edges
<br /> Ili
<br /> THRUFrammg Field to oc W
<br /> ❑ti�b CORNER boundar es Blocking,Struts 8 oc
<br /> At....indicated as Bl.caad Da.pinnign,pro-de 1,,Flat 31ocking(per General Sirixtural Nutfi&)Ad Urittaried Sheathing Partit LU
<br /> Edges.Faisal)Sheathing to Framing and Blocking with 0.131'0.2VY"Nails or Simpson WSV#9,,2,Y.,"-em.as follows
<br /> (2)CS16x3'-0"
<br /> BEAM TO EA. Boundaries <
<br /> PLATE sea D,-,nga for other Sheathing Nailing requirements,
<br /> 2so9 . Z
<br /> OFI—Frana, shall be ind-ted an piet,Rare,I,General Structural Notes for oth—equiris—dr, Z
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<br /> Tmm�'t ROOF FRAMING PLAN NOTES: 0 0
<br /> it trL 24 u',
<br /> 11 do
<br /> a �Framing,Edges <
<br /> d. 2'dC
<br /> C�ARE ALL FRAMING OR HARDWARE FIED rn ig� 7F >
<br /> o NOT SHOWN OR SPECIFIED ILL
<br /> K of TO REMAIN UNCHANGED At Untrained Panel Edge.,p—id.PSCA Renting Clips cantered between each Framing Mannue, S-D—sng�b,oll-
<br /> %NGED —j
<br /> bc Sheathing Nailing requirements.
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<br /> At areas owicated as Blocked Diaphragn),ri 2,Flat Block,i,q 1pe,Ge-ral Sto,cl—I N.1,S)at U Uni,aned 81—thin,Panel
<br /> 6SPER'ST4
<br /> au Edge,.Fruits,Shadhimg to Fie ng aid Blocking Mat 0.131"0,zv,"Nails as follows
<br /> LIW ROOF r—--- —4"oc
<br /> A,1. US5.50J1 0
<br /> Edges
<br /> < TRUSSES Framing, ,aid 12 oc
<br /> (9 24"oc Boundaries,Blocking,Struts 4"0C
<br /> Sea Drawings for other Sheathing Nailing requirements.
<br /> 1 Roof Ratting hall be—.d-bad an plan.Rare,to Gist—I Str.clural Notes.
<br /> j 1
<br /> 2 5. T—ii....,k.d So,b shall da designed to—nnnaichfle th—d-ned loads and con—tv-
<br /> 6. O,e,f(a:niq Mer,10.11 hall be 2,t4 Q 24"oc posted down to air,lrarang below w]2a4 ea 48"or,staggered.ei—nd-ted 6y,h. 0 W
<br /> Truss an utacturer. >
<br /> 7 Pro-de solid Flat Blocknng at all Valli Fast-Sheathing to Bl,,k,,g,n accordance will,Note 3 LLJ
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<br /> 010 8 Provide H2.5A Clip each side or TLOKS Screw each ply at 2-ply or greater Girder Truss ends,typ 0 0
<br /> WALL FRAMING PLAN NOTES:
<br /> 9. Exte L.L (D
<br /> 0=,Ils shal be ShearWall type PI-6with 2x6 Studs 16"oc,u.o.n.
<br /> LL —"W.fts lh.11lbbe'2.4 Studs @ 16"00,
<br /> I PI-
<br /> of z •See I/S116 for spar alatud r,qLar--is at shear Wall z
<br /> 11 types PI-3,PI-2,and P2.2. Uj 0
<br /> 10, Headers slall be 4s6 L.o.n.See Derail 131S06. D— <
<br /> 11. 8",It-ap Sud G—P—Wall,support 8—ns,Posts of Givd.,T,u..a igushell be 12)Studs,L.c.n.See G I Structural
<br /> &OLD GARAGL- 3-CAR GARAGE OPTION ELEV.'A' Notes for fastening requirements. 0
<br /> 12 S�1(VS06 for Sionp-,to USP hard—1,01-11101)hole. LL
<br /> LEGEND
<br /> DETAIL CALL-OUT
<br /> FIYI-47 SHEAR WALL BELOW PER SCHEDULE OF I/S06
<br /> F BEARING OR SHEAR WALL BELOW
<br /> L 3 BEARING OR SHEAR WALL ABOVE W
<br /> (F) FLUSH FRAMED(BOTTOM FLUSH W1 BOTTOM OF FRAMING)
<br /> POST BELOW
<br /> LU
<br /> LY
<br /> PT.LD. BLOCK THIRD FLOOR FOR POST ABOVE
<br /> HDR HEADER PER PLAN NOTE 10
<br /> 0 1 2 4 8 76
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