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<br />r-.~':-;R-;,~ stEDETN~'~ ~ ---.- rONm~UOU; OTTO!.4 CORD BRACING 1.X4' Mi:l
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<br />'.' PRE-ENGINE(RED WCOO TRUSsr.S\'1.. _: H___ ,'- - .--- - 6. OVERLAP
<br />: . . J, " AI lE^~^~E TRUSS .. -r----
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<br />NOTE:
<br />1) SEE TRUSS IJANur ACTtJRER'S muss ENGINEERiNG
<br />CUT 9~EETS fOR ^DOfTlOI~^L PERMANENT GRACING
<br />THA T lAY BE REOO:H(Q
<br />2) "1" BRAClNG MAY l1C: USED IN PLACE Of PEf\!JANENT
<br />BHAClNG PRO~DE.D If EXTENDS O\1:R A T LEAST 907. or TI,E \11'(8.
<br />MINIMU'1 ~AN~T ,T:-:UM O~,l\CI?\'I(:!~ F'~ ,
<br />SCALE: N. T.S,
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<br />'sn: STRUCTURAL NOlES AND NAILING
<br />SCHtOULE FOR SHEA HIING DETAIL
<br />
<br />SEE STRUCTURAL NOTES AND NAILING \
<br />SCHEDULE FOR SHEA n~ING DETAIL
<br />
<br />I
<br />
<br />)~ . rl '
<br />
<br />TOP CORD BLOCKING FOR FlRST FOUR RO'N$ j
<br />OF TRUSSES 0 EDGES OF SHEA TI1ING TYPICAL
<br />
<br />\
<br />
<br />(OACKNAIL wI (2) l6d NAILS
<br />, r2"X4" OUTLOOKER @ 24" Ole
<br />
<br />II / '~j
<br />
<br />
<br />~\SIMPSON H2.5 OR EQUAL
<br />I 0 EA OUTlOOKER,
<br />1
<br />I
<br />;':.:'2','x4" PANEL BLOCKING @ -18" Ole I
<br />-' ',-- FOR THE fiRS r (4) ROWS O~ lHUSSES \ t r"L It BRACE TO EXTEND AT lEAST
<br />" FROM EA. END TYP, 00 nOM CORD ~ 90% OF \\lEG LENGTH (SEE r AOLE)
<br />. ATTACHED wi (2) 16-d TOENAILS I
<br />t
<br />,
<br />'[t _ _ ~ VCA8LE TRUSS
<br />
<br />GYPSUM WM_L [30A~D/ / I ....-/-SH[ATHING
<br />2"x4" LEDGER (MATCH BOTTOM ,I ATTACHED wi .lOd NAilS 0 6" o/e
<br />CHor~D SLOPE OF ADJACENT : EDGES AND 12 Ole FIELD
<br />SCISSOR TRUSS)
<br />
<br />/ BACKNAIL wi (2) 16d NAILS
<br />r2"x4" OUTlOOKER @ 24" o/e
<br />
<br />n / W
<br />
<br />
<br />~ ~1\SIMPSOf H2.5 OR EQUAL
<br />I @ EA 0 UTLOOKER
<br />: _2f' MAX.
<br />I
<br />I ''L'' BRACE TO EXTEND AT LEAST
<br />I r 90% OF 'NE8 LENGTH (SEE TA8LE)
<br />{
<br />I
<br />I
<br />I
<br />I
<br />2"x4" PANEL BLOCKING @ 48' O/C I
<br />For~ THE Flr~ST (4) r~ows OF THUSSES \ :
<br />n~OM EA. END TYP. BOTTm.4 CORD I
<br />ATTACHED WI (2) l6-d TOENAILS I
<br />rtJt _:~ rSIMPSON HETA20 CR EQUAL
<br />~1 ~k:P', / @ 6'-0" Ole fYPICAL
<br />- ~.I}Y
<br />GYPSUM WALL BOARD./-/ ~81~
<br />2"x6" P. T. SILL./ / rTr
<br />1/2"~ ANCHOR BOLT <[I 48" O/C~_. j~~ _
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<br />'}~f"~
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<br />~-GABLE TRUSS
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<br />I ../'"-SHEA THING
<br />V ATTACHED WI 10d NAILS 0 6" ole
<br />EDGES AND 12" Ole FIELD
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<br />f'l'
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<br />
<br />:,": '
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<br />- /-SIMPSON HETA20 OR EQUAL
<br />A ~ @ 6'-0" OIC TYPICAl
<br />)rf""r( -
<br />· 2" 6" P T SILL/ "~~l~'
<br />x ,. I I
<br />1 12"~ ANCHOr~ BOL r @ -18" Ole I I
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<br />or-ALE. J/4..I'.fl) 63
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<br />ENO ,IM~K
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<br />~ '.:o{J4" Ole TYPICAL /'-"""^
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<br />1:':t?<'UB~~\ :R~k1~N6 t?~T AIL.
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<br />CONT. #5 I3Afl, SlO.' O' HOOK-"\.' -- .., I -'~l-~'
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<br />U~~Ir:i CONi'Jr:CTIO!\l0 - Hr~ J:RAMIN~
<br />
<br />. USE SlI.4P$ON ETA20 (OR BETTER) CONNECTORS (OR EQUAL)
<br />o MASONRY OR SIMPSON ti5 (OR EQUAL) CONNECTORS 0 fRAME WALLS
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<br />
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<br />CAST - CRETE PRECAST
<br />SAFE LOAD TABLE
<br />
<br />LINTEL
<br />
<br />.8ACKNAIL WI (2) l6d NAILS
<br />3/8"~x2 1/2" LAG BOLTS @ 24" Ole TYP,
<br />
<br />-_fo..;___~~~~~~.....-:-~T:--=--=---::::..s'"""L-=-r,~.;:..-~~--=wr--'~--~~;,!,
<br />LENGtH SAF( LOAD - POUNDS PER Llt.CA1~ rOOT
<br />;
<br />UNfllLLD flLlf.O
<br />4'-0. (~.) f"''(CAsr I,IDS 6,01&
<br />-= 4,~~(5~~>=1~,1:5.A~r ' ':860-- -- "'~'1~_=--==
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<br />_1~:.6__02S2 PRtCAS_r_ _n2 _ __UH_____
<br />__'~..:.4~11)6tf'1;'(_CAST____1JOO '~48}_____
<br />.~(:.O._ll.(4..LPf..'(~S_T ]~,o _~,~.___._
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<br />_21'-~:_(~~J!..~s!"!-s,!o 29J B7~
<br />2]":0. ~.MJ ?f,'lSlP($',{1) 279 M7---
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<br />,.. ADIM: 1~;f(JPI.IAn~ IS (I"~IO Qi oo;r - Cl<f r( (f(\.P C(){?) Ull.l.!iO L.N:W,
<br />~ BA~,lO Ctl 11<;rs C(tIOOCllO BY ~I<Nf,R r, HI"I}I, PC
<br />,.. PReCAST ll~;HS UAY [( SU?f'\,1l0 Sf CAST C~'U( ~ O~lR OUILDitlG CXl( Ai'I'IWV!.O
<br />PF.'l CAS T Iol ANUf At; 11.JRO. s.
<br />
<br />r?-"}4" OUllOOKER@24"0/e
<br />I W (2) 12d PER JOINT
<br />~,' / W
<br />
<br />
<br />~: V." RUNNERS
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<br />I
<br />I 12. MAX.
<br />I
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<br />ALit:!Rt'JAir: i'lC~-O~OP ~ABL.e E!NO OSTAIL
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<br />ABLE TRUSS
<br />
<br />/
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<br />1)_ ~
<br />'<~/
<br />
<br />"L- BRACE wI 10d @ 4" ole
<br />(SEE SCHEDULE FOH SIZE
<br />NO LOCATION)
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<br />53
<br />
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<br />i'-..
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<br />2"x4" LEDGER TO MATCH BOTTOM
<br />CHORD SLOPE OF SCISSOR THUSS
<br />ATTACH TO WE8S WlfH CLUSTERS OF
<br />(4) 10d NAILS
<br />
<br />L L------" -
<br />~ --------=~1 ~-
<br />1__ L;-;:- --- ____
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<br />...... .... ".." ...... .. .. .... .. .." .." ..!~ .. .. ".." ...... ".." .. .. ...... ................ ................................................ .. ........................................... .............................................. ............................................ .............. .......................... ................................................ ................................................ .................................... 'j. ,,,...."......,,.,,..........!f...................."."..~...,,....".....
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<br />,I If f ---,,- ---U" 1'-" -r~-' ._~1f.---II~.~l_..~r~..'.~..-'I~'.'"..L..'"i
<br />CONT. BEARING ' I
<br />
<br />e:c!~'OR ~l.\ebr~_E.~lO ~~ACI~-F.i8lb
<br />
<br />'v\1ND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" SCALl: j71"'~i~o"
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<br />ABLE TRUSS
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<br />12
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<br />~~~I~~Jr'~G: IF "rlUS MESSAGE
<br />'iAVE A~J 'lLE6~~~o'~Jp~~D INK, You
<br />MAY NOT oJ f vVH/i.;H
<br />AOEQUA f BE S fHue fUR/'LL Y
<br />r E-FOR YOUH PHO.JEeT.
<br />
<br />...... OANSCO fllG'NEErUNG, ~~,.
<br />
<br />~
<br />
<br />"L- BRACE W/ 10d @ 4" Ole
<br />(SEE SCHEDULE FOR SIZE
<br />, NO LOeA TION)
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<br />I: 1 . , , , . . . . , . . , . '~. . . . . . . . , . , . 1 . . . . . , , , . . ., ."....".,. ...,.,.".,. L . . , . , . . . . . . ..'. . . . . .
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<br />~.I..\Ql~u~t? e~ACIN~-.FT Alb
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<br />WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0"
<br />
<br />SCALE: J74"'~ 1'-'0"
<br />11\ f\fVlr.FO 01/71/1)5
<br />
<br />rr\\ l'~~ DANSCO
<br />W) &1 ENGINEERING, P A.
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<br />P.o. eqx 3<3f6 - AroLLO lY.;AC.H - FLORIDA . ;>J:Y12
<br />~ - (813) 645 fl)!hl> PAX .. (Ct3) 64:;' l:>4~
<br />
<br />"
<br />
<br />ilL" BRACING REQUIREMENTS
<br />
<br />. TO nie O(ST (F ni( (NC,"((lfS Kt/()'...UO(.( AND o(u(r, nit
<br />S TRVC ruRAL PLANS ANO SPEC/riCA. not.,:,; COMPlY Win. 0-<(
<br />SfANOAPO 8V'LOINC COOt. SEcnON '20~ f()!>l 100 IY'ph WINO
<br />lONe (19~1 (OIT1ON).
<br />
<br />, 1'HIS CRA'MNC ANI) CE$lCN IS VAUO fO~ 12 I.l0tHH$ A'T{R t'H(
<br />OA T( I r IS SlCNEO AND ~"'l(O,
<br />
<br />, SIGNEO AN!) S(At(O r~ 'f't-;( Sl'RUCT\JRAl POHT1ON Of
<br />nus CRAWlNC GNl Y.
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<br />
<br />. SllJD
<br />SPAC1NG
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<br />er~L7 . .,' a.,..AL""'~'DSUM~IEl~lIILL 8~JtOE.RS
<br />v<-..; ~IS:: ""':~-'~ 1',~j~.Ii~ !.0~~ -
<br />]SI~.~\ND.,
<br />. DATE I/.1~M . F!fn;,\;---:-~:I-~',:il'
<br />
<br />(I) 2.x4'
<br />"L. GRACE:
<br />4' -5. - 8'-0.
<br />4' -0' - '1'-0'
<br />
<br />(2) 2.x,r
<br />"L' 8RAC€
<br />8'-0' - 12'-0.
<br />7'-0. - 10'-0"
<br />
<br />(2) 2'x6'
<br />"L" 8HACE
<br />
<br />12'-0. - 16'-0'
<br />10'-0" - 14'-0.
<br />
<br />16.
<br />24.
<br />
<br />NO
<br />.L. 8H^CE
<br />
<br />0'0' - ,r-~'
<br />0'-0. - 4'-0'
<br />
<br />NOTE:
<br />"L" BRACE MUST EXTEND AT LEAST 90% OF" \Vf.8 LENGTH
<br />
<br />l
<br />04 1993
<br />
<br />TRUSS E3R,i\F1NCt DETAILS AND N~T;::~_I
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