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<br />muoo OP..AC~~'~:..31-AP D~AIj..
<br />
<br />SEE STRUCTURAL NOlES AND NAILING \
<br />SCHEDULE FOR SHEA THING DETAIL
<br />
<br />
<br />
<br />TOP CO:D 8lflKING fOR flHsr fOUJHOWS --;---
<br />OF TRUSSES I) EDCES OF SHEA nm~G TYPICAL-/
<br />
<br />
<br />t
<br />I
<br />
<br />SECTION @
<br />--.-- ---------
<br />OC^U:' )/....I'.~ ~~
<br />
<br />i
<br />
<br />-{ --
<br />2"x4" BLOCKING @ 48" o/e-""
<br />
<br />"L" f31~ACE-
<br />ATTACHED WI 10d NAILS
<br />4 ~ 4'" Ole TYPICAL
<br />j
<br />
<br />
<br />GABLE lHUSS WEn
<br />OOUBLt1 "l..." BRACINCs DfJT AIL..
<br />
<br />_SE:CTIOii{~
<br />~. I t.<,..I"tZ> 63
<br />
<br />.~
<br />
<br />2"x4~ BLOCKING @ 48"
<br />
<br />
<br />"L" BRACE
<br />, ATTACHED w/ 10d NAILS
<br />10 4" o/e TYPICAL -~~
<br />
<br />GABLE THUSS W'(f3 7
<br />elN6Ln ilL." 6RAClNU Dt3T AIL
<br />
<br />_~E~TION _~~
<br />00CJ0U. I ~"ol'"O~
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<br />7( I 0 T - - -
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<br />
<br />~:N:lJl:U 2.x4" CROSS
<br />eRACit~G (SEE PLAN
<br />FW LOCA llONS)
<br />
<br />C)
<br />L
<br />Ld
<br />n..
<br />L
<br />
<br />-'>.
<br />
<br />{2) )6d PER JO:NT
<br />
<br />- I 1
<br />rr-l
<br />
<br />
<br />WTINU()JS BOnGIA CORD BRACING 1"x." l./iN.
<br />
<br />NOTE:
<br />,) SEE TRUSS VANUFACTlJRER'S lRUSS F ~1(;!NUR!~C
<br />CUT SHEETS FOR A[)OITiONAL PERMAN[N r QRACiNG
<br />THA T 'AY BE REQlmCO
<br />2) "r 8R ACING !-i ^ Y pt: usro I~~ PLACE" GF PEf\1J AN[N r
<br />BRACING PRO~DEO I r EX TtNOS O'v'ER AT L[AS r ']07. or n,E '/."lB.
<br />r"'!/NIM'tS1 ~~.."1.tN~~r t:-:I...'ty) e:-~~IN~. P~\l, .~__
<br />SCALE: N.T.S.
<br />
<br />SC^lE: J/4'=1'-O'
<br />
<br />CR~o~~r~lU D0~~
<br />
<br />SCALl: Jlf =1'-0.
<br />
<br />SEE STf~UeTURAL NOTES AND NAILING
<br />SCHEDULE For~ SHEA THING DETAil \ BACr<NAIL wi (2) l6d NAILS
<br />
<br />1 / r2"x/t" OUfLOOKEf~ @ 24" Ole
<br />
<br />R~ - ..r-~j--~.~
<br />
<br />rap COHO BlOCK,NG fOil fiRST fOUR ROWS J ~ ~
<br />OF TRUSSES 0 EDGES OF SHEA n11~iG TYP:UL I ·
<br />I SIMPSOf' H2.5 OR EQUAL
<br />: @ EA 0 TlOOKER
<br />I 21" ').AX.
<br />I, ---
<br />I
<br />I r"L" BRACE TO EXTnm A T LEAST
<br />~ 90% OF WEB LENGTH (SEE T/\GLE)
<br />l
<br />I '
<br />I
<br />1 .
<br />: V.CAGLE TRUSS
<br />
<br />I. ~SHEA TI1/NG
<br />-\ I P/ A nACHED W/ 10d NAILS 0 6. o/e
<br />: I EDGES ~NO 12" Ole FIELD
<br />
<br />\-- _ ; rSIMPSON HE r A20 OR EQUAL
<br />~^L d\- .: / @ 6'-0" Ole fYPICAL
<br />------ r- I,il l
<br />GYPSUM W!\LL GOAf~D./-/ ~t~~_'='!
<br />2"x6" P.T. S!LL~ / 1-0
<br />1/2"rtJ ANCHOR BOL T @ ,w" o/e.../.~ :
<br />L -1
<br />__ _r~ - '__
<br />
<br />_?E(:T.I_QtLN
<br />OCALE. 3/4'"1'-<,D8
<br />
<br />OACKNAIL wi (2) 16d NAilS
<br />2":<4" OUTLOOKER @ 24" O/C
<br />
<br />2"x.f' PANEL f3LOCKING @ 48' O/C
<br />For~ THE Flf<S T (4) f~OWS OF mUSSES
<br />FHOM EA. END TYP, GOnOM COf<D
<br />A TT ACHED wi (2) l6-d TOENAILS
<br />
<br />t-~ --~
<br />'f-
<br />
<br />filL CElL\
<br />
<br />STD. 90' HOOK
<br />jBOND
<br />1r
<br />
<br />~ '~~]- ~.~.~;,_.]
<br />. .. ... [~J_~J,.~.J~]
<br />
<br />_I_'_~"'.J -~.=-~.,., - .r=-=JI~--
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<br />STD. O' HOOK-~. ._
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<br />'I I
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<br />TO HIGHES r BOND BEAM
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<br />seND et!~\M 5Tt!~
<br />
<br />UP~I~j CQN~1::C1.IO!\!9 - HIP P:r:<At1IN~
<br />
<br />. USE SIMPSON E TA20 (OR BETTF::R) CONNECTORS (OR EQUAL)
<br />o MASONRY OR SIMPSON H5 (OR EQU/\L) CONNECTORS 0 FRAME WALLS
<br />
<br />.
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<br />OC-.i\-LE. ~>>.I'-'"
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<br />- 1 ~------...._----
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<br />
<br />
<br />
<br />- GACKNAIL W/ (2) 16d NAILS
<br />3/8"~x2 1/2" LAG BOLTS @ 24" o/e TYP,
<br />
<br />CAST - CRETE PRECAST LINTEL
<br />SAFE LOAD TABLE
<br />-==--=---LENGtli=------sAfE -LOAD --'=--POONDS-P-[R:~(-;R rcor-'-
<br />-.- ---
<br />UNflll[D fILLF.O
<br />
<br />4::0~_(~.tF'Ki:C~~T l,!j)~__ ~.C(8--=-
<br />4"-6' (~q f'f,i:CASr 1,&0 4,el~
<br />--~.:4-.-t&4.f\'f.i.CASr-- --'-,5/5 ~]H._-
<br />-~.::O"-(t;4'fF'J.'(cAST- 1)45-- --(/.,~----
<br />--6':"6'-(78') pf<'(CASr- --,~~,(,~---- ---J,;(,') ----
<br />-- r--=6'})Q') -mCAST '.~~:J--- 7.h~1------
<br />_g~.<0'7'l~~'l-'(cAS~ _ ~--,-,Ol~ --== "'-,) 41=--=--=
<br />__'O::6:_()7S') PRlCAST._ In___ _._._1.3"
<br />____,1.'.:'~_1'~.)_~~_CAST__ _.m1.___ __1,4eJ.-=.~_~-~
<br />11'-0' (144') f~'lCASr 7~.o I I,JC(
<br />-i3:~~I-50J}'fI'(C~S!== ---6~1 -f~-;'018.=-=-~..~
<br />14"-0' (1~81P'r.,(CAST ~"5 90'1
<br />_~4~8~(1;5'tf-r;'[Sffi(S~iD= ====~3 --.= -- _U(l-===
<br />1~'-4' (1M') Pf'1Sn.'(S~D 5.10 I 1)!Q
<br />~f:(.-U0ll'ff'HS;P(~~~O" ,'",,-7 -- ----:/11 ---.---
<br />=19.':-?-~(m'LPP[SrRfS10_ =--_7e9~j~'==.P,~ J==~~:
<br />_2'~4:j'~')!~,(SMS<JO_ 2"3 __~ ,~J'1___
<br />
<br />~.:~~~~g:?:::~~.~ __ -~~=;~ .._. r=-:=~:; _-~
<br />
<br />~ "Oo\{ 1~;fOl'IJA:1CN 1<; (\...'10 ~ C"''iT - (;.f if (HcP Cl)o'P) URAf.O L,/.rll~
<br />~ [1"',10 CN THTS ((iNf)\J(,lTD flY 'Mf.sfR f [<((.rH. f' E.
<br />~ rJ.'TCA';T li"l:flS lAA'( [I( SUPPt.:LD BY C....,T U'l n: Ot< O~(R OUIL8,1:C C:X,( Ai'i'l\O,': D
<br />f'f;'(CASr lAA.'MACT1.i?(RS_
<br />
<br />PR(-[NGlkEERED WOOD TRUSSf.S-\Q~l~~A_~.!..Rl)SS_ BR!C!~G _ " )
<br />1 AT LEAST O~.( TRUSS 6 O\iU<LM
<br />II t ~"CEn-r-----
<br />t= t--cfl-\- rl
<br />
<br />
<br />I \-WN:MU" (2) 12d PER JO.NI\ i
<br />IUI,lAUI.4 t"d. muss ORAClkG
<br />
<br />:1 ~
<br />
<br />
<br />-:l\.sIMPsON H2.5 OR EQUAL
<br />: @ EA au TLOOKER
<br />I
<br />I
<br />2"x4" PANEL BLOCKING @ 48" o/e '
<br />FOH THE FIHST (4) ROWS OF Tf<USSES ~ : r"L" Of<ACE TO EXTEND A T LEAST
<br />FROM EA. END TYP, GO frOM COf~D /. 90% OF \VEG LENG TH (SEE T AE3LE)
<br />ATTACHED wi (2) 16-d TOEN^ILS I
<br />
<br />)l ~t ___ l . -1 /CAGlE muss
<br />
<br />GYPSUM W^LL BO^RD~ / : ~-SH[^ rHING
<br />2" 4" LCDGEH (MA TCH BOTTOM . I A TrACHED w/ 10d NAILS 0 6" o/e
<br />CHor~ox SLOPE OF ADJACOH : EDGES ~ND 12" o/e FiELD
<br />SCISSOH TRUSS) } I
<br />, rSIMPSOt;J HETA20 OR EOUAl
<br />· fi- : / @ 6'-0" o/e TYPICAL
<br />/ J!jj
<br />
<br />2"x6" P.T. SILL-.I /.'-j-r
<br />1 /2"~ ANCHor~ E30L T @ -18" O/C"'/ J__1
<br />-r:,~.=:r -
<br />
<br />20'-0" MAX 20'-0" MAX
<br />f--;:~I~~Cf s[EDW'l \ -r--. - r<ONTINUOU;fOfTW CORD BRACING ,.x,' ~::j
<br />J_ -'r..
<br />~~J. .
<br />01x 0-
<br />_I ~ c:
<br />'r
<br />~.
<br />
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<br />Co") 'C.:l I
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<br />j _>r'll
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<br />'-t- ~ i-
<br />--,
<br />81
<br />I
<br />-----,
<br />
<br />L TOP ,'i. 80TTW CORD
<br />Gld3LE END BRACING 0
<br />4'-0' o/e MAX FeR
<br />F1RSf (4) ROH$ Cf musses
<br />
<br />
<br />I
<br />t"'i-,...-
<br />.... if,
<br />1 '-
<br />
<br />r2"X4- OUTlOOKER @ 24" o/e
<br />w/ (2) l2d PER J01Nf
<br />----r .
<br />
<br />I
<br />I 2"x' .. RUNNERS
<br />I
<br />I
<br />I 12. MAX.
<br />I --
<br />I
<br />I
<br />I
<br />~
<br />-- -. -. "
<br />AI.,.. it~:RNA'tr: i'ICN-D~~O~ 6A8L~ ~NO OeiAIL
<br />_._'----
<br />-SCALE: 1/4',.1'-0'-
<br />
<br />
<br />ABLE TRUSS
<br />
<br />12
<br />.<;7 r.---
<br />
<br />"L" BRACE WI 10J @ 4" Ole
<br />(SEE SCHEDULE f-or~ SIZE
<br />ND LOCATION)
<br />
<br />I
<br />I
<br />+
<br />
<br />I
<br />
<br />1
<br />
<br />2"x4" LEDGER TO MATCH GO nOI-A
<br />CHORD SLCPE OF SCISSor~ TfWSS
<br />AT f ACH TO \-'lEBS V,1 TH CLUS rEf~S OF
<br />(4) 10d NAILS
<br />
<br />I. . I
<br />,
<br />'. '
<br />
<br />r-
<br />
<br />~.
<br />~
<br />
<br />~.....!
<br />
<br />--
<br />~-- I.~----
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<br />. . .............-..-......
<br />
<br />--..---- ':.~:--------
<br />
<br />. -.~I--i.:::::::-~-
<br />, --1--.....___'="::-::-.~_
<br />~::::::::.::::::: ::~. ~:::::::::::::::::::::: :Ji:::::::-. ::::::::::::: 1j'fr: ::::::-:::::::::::: ::jJ::::::::: :::::::::: ::::f 1.: :-:: :::::: :::::::::: ::~[':::::: ::::::':.:':.:':. :~:.:.: .:.:.:.:.:.:.:.:':. r.:.:.:.:.:,:.:.:. :1'~':-:-:-:':-:-:::-:-:-:-: .i':':':-:-:-:-:::':-:- :~\.:.:-:-:.:- :~=:~~-I
<br />
<br />
<br />. . . . . . , , . . '1' . . . . , . . . . . . '1" . . . . . . . . . .. ....,.".... ............ if . . . . , , . , . . ,. .......,..... ~ . . . . . . . , , . . . jl~ . . . . . . . . . . . .:. . . . , . . . . . " :.............,..'..'...... I . . . . . '1
<br />, ~ :.J . . . , Of ' . . . . , . . . " ."...,.".. ........",.,............,.,...,...... " . . . . . I
<br />
<br />
<br />
<br />. . !i.~-..~ _~=r-.-~-~=ii --~ .J[~~~r -L- <~ll~.-~~-lr.--.-~lr~~ ~~-~-I~~,JL_-~r~.J:.-"-~:i.'.'.'."'. ...:
<br />I J . . - . ... .,,... . p -. . " ....
<br />
<br />I .1 ,.j"'~ir.--Jl.,"~y~ J~~1I <---Y. ~ - {-.J'~~i(~~- "-m--r---- L~,I--.~J-.," 'I..~J ~... ".u " . .
<br />CONT. BEARING I I I ..
<br />~!SS.~?~lAt2~u.;NJ? BRACINc-"LP-.Fi AI~
<br />
<br />I
<br />I
<br />)-
<br />I
<br />I
<br />
<br />SC^U::: J/'{" =- i ~O"
<br />
<br />WIND speED 1 00 MPH, MEAN WALL HEIGH r UP TO 30'-0"
<br />
<br />
<br />TRUSS
<br />
<br />.
<br />
<br />12
<br />r---
<br />~-1
<br />
<br />"L" BRACE W/ 10d @ 4" O/C
<br />(SEE SCHEDULE FOR SIZE
<br />NO LOCATION)
<br />
<br />
<br />~
<br />
<br />: -: -: . : . : . . . :- : . : -: -: ;~ . :- :- : -: . :- : . :- : -: -: -: -:~,:- :- :- :-. '-:.:-:-:-::- F'I': :':':':':','~':':':':'~:':':':':':':':':': '1: . . :- :-:- :-:-:- : . :- : ' : : : H ' I .' : : : : : . . : , . : . r : . . : . ' : : : . . : , . : . r: : : . . : : : : . . . . J. . : : . ' : . . : , . .' : , .: :......:........,'::.. ~ . : . . . '. ......,.....,.....::...
<br />t' j~. . 'it. . . . . . . . . . . .,'. . . . . , . . . . , . I" . . . . , . . , . . . u . . . . , . . . . . . .1. . . . , . . . . . . , . , . . . . . . . . . . . . , . . . . .
<br />
<br />.....'.. ...... ._:....~ 'Ir~:~' .~:~. '.:_~ ~~~jl;'_:~'~" '..~ ':~~JL. ._':~:'~, ':'~':'l:: :.~'=" .,...::..:......:.. ,[..'.'::... '....: ,'-li-.....,.:....:,.,.:.' if,...,.....,.::.'..:.l:..:.......'.......' .ll.........:.'..,.:.'.. .ir.'.......:..........,..~......,.....
<br />!! ____J._ _____ _J ~. - _JC-r .-~Il <~~-'~"r'''~' ,~~- !"~" ',~.,-, ,-,..< I~.., 'l".'.' '- - ..;i . ...' .
<br />. - .'-.-----u.---r----.J _..JI_____J ,I L JI I
<br />Ii . I .1 =L-J--.~I~"'~.~~(~~~-,.~.~~[.-~-~~r.'~"~'.T'<~P' ~..
<br />: . "- - '~II. -.J=.~~~~ - C~~T. 11~E:R1~ G ~ ..~~-~'~ir..~,Lu.-~, II.~.-I.,-~ ~f.,.-~~T-,-l.",.,f' ,.. .I, <.. ... I,.
<br />
<br />~~Q1._-t:Li~NQJ~r:<ACINC~ Df,!i Alb
<br />
<br />WiND SPEED 100 MPH, MEAN WALL HEIGH T UP TO 30'-0"
<br />
<br />SC I'lL C;J74 ~l'"=""o"
<br />& Rr'llr,m 01/71 /<)S
<br />
<br />I
<br />"
<br />------l
<br />
<br />_.____.....0..-_____.,
<br />
<br />IILII BRACING REQUIREMENTS
<br />
<br />, TO TIle O(ST (F ni( (NCIN[(~'S )(/1(;'11\.[0(.( "''''0 DO;(F', n,[
<br />S rRUC fUR"'l PL"'NS "'NO sPfClflt:... nn.." U~PL '( Wi ni t1-<(
<br />STANDARD 8U1lD,Nt; COC€, ~Cn0N 120~ fel( 100 rf\pI': ''"''NO
<br />lONE (I~91 [()l nON).
<br />
<br />, ~IS CRA'MNG AND CfSlO-4 IS YAUO fOR 12 I.A0NTIiS AfTtR ~(
<br />CAf( IT IS SiGNED "-'10 S["'L(O,
<br />
<br />SIGNfO AND SE"'IED fOR tl-i( SrRUCrvR"'L p~nON Of"
<br />nns CR....tw'lNt; IJJl Y.
<br />
<br />JD)'Q'~.. ):J D ANSC()
<br />l.. & ENGINEERING, P A.
<br />~
<br />p.o, eox ~~16 .. APOLLO OSACH - FLCP;DA - 3J::'-12
<br />.
<br />F1-~E .. (813) 64:> ~l66 PAX .. (G13) 64~ 64'::'J
<br />
<br />~ L r=-:----------
<br />OCALE}JorED ISLAND JD ?jJ.lj~_J~~~~v\
<br />DATE tn3m __ .-;It;,~,\,~~=~
<br />
<br />TRUSS BRACING DEl AILS AND NOTSS I
<br />
<br />950779 ____I-~_=__ ~))~_~
<br />
<br />MUST EX TEND A r LEAS T 90/~ OF WEB LENG TH
<br />
<br />
<br />SU~I~IER IIILL BUILDEUS
<br />
<br />S1UD NO (I) 2')(4" (2) 2")(4. (2) 2").6"
<br />SP AC:NG "L. 8f<ACE "l' GRACE "L" BRAC{ OLIO BRACE
<br /> ----
<br />16" 0'0' - 4' (.. 4'-5. - 8'_0. 8'-0. - , 2' -0" 12'-0" - 16'-0"
<br />-J
<br /> ---- - - -
<br />24 ' 0'-0" - 4'-0. f -0. - 7'- o. 7'-0' - 10'-0" 10'-0. - 1 f-O.
<br />
<br />NOTE:
<br />L Y' GRACE
<br />
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