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MAX <br />r -;~: (;RAa: 'SE~ DE T ;!~: ~ ~ <br /> <br />OTTOIJCORO BRACING '.X,. MiN. <br /> <br />S( <br /> <br />. <br /> <br />d <br />w <br /> <br />... .... ...... --..- . . <br /> <br />9 ~~ <br />.v ...e <br />----- --...- <br />o <br />I <br /> <br />---- ~~, <br /> <br />- - - - ~1 <br />----~ ~l"f <br />n_ [X - - -- - r- - - - '..~ <br /><..) ..~ <br />... - -... --.. <br /> <br />---- ~!1 <br />@~--- r--- ;f~~ <br /> <br /> <br /> <br />L TOP & BOTTey CORD <br />CAfRE END BRACING 0 <br />,f-O. o/e MAX rOR <br />F1RST (.) ROWS Of mUSSES <br /> <br />l <br />o --:- <br />" ~ <br />O:;i <br />.- '--' <br /> <br />., <br />I <br />r) <br /> <br />" <br />,?~ <br />O;i <br />.- '--' <br /> <br />a <br />z <br />w <br />a. <br />::c <br /> <br />l <br />o --:- <br />.1 ~ <br />0:::( <br />.- ........ <br /> <br />. ;-<2) j6d PER J01NT <br />\ <br />I <br /> <br />NOlf: <br />1) SEE TRUSS MANUfACl1JRtR'S muss ENGINEERING <br />CUT SHEETS rOR AOOlTlONAL PERMANENT GRACING <br />TI1A T MY BE REQUiHEO <br />2) .1. BRACING !.fAY Pot USEO IN PLACf OF PCRfJANENT <br />BRACING PR0'w10ED IT EXTENDS O\1:R AT LEAST 907. Of n~E '/1m. <br />MINIMtR1 ~~AN~T r:UOO O'~~I~~ ~~ , .... <br />SCALE: N.T.S. <br /> <br />Of <br /> <br />\. <br />y \ . }. <br /> <br />~ONnNUOOS BOTTOM CORD BRACING '.x.. WN. <br /> <br />/:STD, 90' HOO~'ONT #5 OAR <br /> <br />BONO EAM <br />I <br />~ I I <br /> <br />d__ __ ,,~ <br /> <br /> <br />..~-~ <br /> <br />~ooo ~rN6 p;:rr All:- <br /> <br />FILL CELL\ <br /> <br /> <br />\ <br /> <br />Vl <br />uJ <br />Ci <br />~ <br /> <br />'J- <br /> <br /> <br />.,~ ~ -T----r- "... .._.. <br /> <br />CONT, #5 OAR'" <br />\ STD. (0" HOOK~ <br />~\ ,,~~~ <br /> <br /> <br />.. ....,.,.,~=-=-~ ..~~.- <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />I . J' "~'I--"~' <br /> <br /> <br />-_-.--.'.~~. r~ ..~ -~ ~~ f-~ ~ ~-' <br /> <br /> <br /> <br /> <br /> <br />~~J~~~>1 ~ ~ ... <br /> <br />\ <br /> <br />-~ . -J"-'-- <br /> <br />-T:"~-. ~. <br /> <br />SCALE: J;.r:2l'-o. <br /> <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE F"OR SHEA THING DETAIL <br /> <br />\ <br /> <br />/8ACKNA1L wi (2) 16d NAILS <br />r2"X4" OUTLOOKER 0 24" Ole <br /> <br />n ' W <br /> <br />~i\ <br /> <br />-i.i \..SIMPSO~ H2.5 OR EQUAL <br />I @ EA 0 UTLOOKER. <br />: _24" MAX. <br />I <br />I r"L" BRACE TO EXTEND AT LEAST <br />: 90% OF \'-lEa LENGTH (SEE TABLE) <br />1/ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />J <br /> <br />TOP CORD BLOCKING fOR flRST fOUR ROWS j <br />OF TRUSSES 0 EDCES or SHEA mING TYPICAL <br /> <br />2")(4" PANEL BLOCKING @ 48' OIC <br />For~ THE FIRST (4) ROWS OF TRUSSES \ <br />FROM EA. END TYP. BOTTOM CORD <br />A TrACHED Wi (2) 16-d TOENt'LS <br />",t-- X X <br />I <br /> <br />~A8LE TRUSS <br />..,.--SHEA THING <br />/' ATTACHED wi tOd NAILS 0 6. olC <br />EDGES AND 12. ole fiELD <br /> <br />I rSIMPSON HETA20 OR EQUAL <br />~kY. / @ 6'-0" OIC TYPICAL <br />I. (II ? <br />GYPSUM WALL BOARIY./.j ~, <br />2"x6" P T SILL-!/',--r' <br />. . I I <br />1/2"C/J ANCHOR BOLT @ 48" Ole I I <br />.1_...1 <br />'C ~r <br />-~ - \j <br /> <br />~~~~g~..6B ' <br /> <br />....of.; <br /> <br />(NO .,M'K <br /> <br />" <br /> <br />11'-0. M^X. <br /> <br />. <br /> <br />. <br /> <br />== <br /> <br />(Y. <br />'J.I <br />f:\ <br />tt: <br />() <br /> <br />n. <br />:r. <br /> <br />'/1"<> <br />(/--1 <br />Of- <br /> <br />cor<NER <br />~ <br />u <br />'f <br />"") <br /> <br />JAC < .. <br /> <br />..._.., ~~..--:.-r~. <br /> <br />(Y <br />lLI <br />Z <br />lY. <br />o <br />U <br /> <br />. <br /> <br />~ <br />, <br /> <br />1>'" <br /> <br />eONO 6t:AM ~TtJro <br /> <br />115 CONT FROM FOUNDA nON <br />TO HIGHES r 80ND BEAM <br /> <br />YEt-Ir::-r CONNt:CiIO,'l0 .. HIF> r:f:.(AMIN~ <br /> <br />. USE SIMPSON ETA20 (OR BETTER) CONNECTORS (OR EQUAL) <br />o MASONRY OR SIMPSON H5 (OR EQUAL) CONNECTORS 0 FRAME WAllS <br /> <br />. t-".. .I'"..... t <br /> <br />" . <br /> <br />~~ <br /> <br />p 1 <br /> <br />1 V,VlT - <br /> <br />. -' <br /> <br />T ~ 1 . <br />ec.AL.E. ~>>.l'..,,' <br /> <br />. <br /> <br />, .." <br /> <br />.'" ..;,. :,.." .' <br />::~~ ' <br /> <br />: ~-'''. . , <br /> <br />- .-. --'~. ,--..- -' . <br /> <br /><. . t, .); ~-;~ _' <br />-- <br /> <br />'.f' ,:." '\ .J.... ,- <br /> <br />" \, <br />,. . <br /> <br />,- , <br /> <br />..- -', ~ <br />\......., <br /> <br />- .. . <br />" . .,.. 'I' . <br /> <br />'T'~ ," ,". <br />-' <br /> <br />,; "~ <br /> <br />!l ~ ,_.' I,' <br /> <br />,..:" ":,t- <br />>t.:,'" <br /> <br />._ _r+" <br /> <br />"- <br /> <br />. <br /> <br /> <br />. - <br />....~;~_ 4- '-...:_ _.~=~ ~_~ ~-;.~-r..'t.~t:.:.:..:--:;r:"#'r$ <br /> <br />CAST - CRETt PRECAST . :L1NTEL.. ' <br />-, ,'- SAFE' LOAD; TABt{.:' ' . "";..',' <br />· (EN'GlH . -~~~SAf(lOAO~iOON05';'PtRl,t~rAitfoOr'< <br />; . . <br />UNrlllED Flllf.O <br />4::~;.{~.t~~~r '\8?~ 6.048 , <br />4'-6 (54') PR(CAsr -, 1,a60 4.81~ <br />~;.(16.rE'f:t~.~~' > 1.5h . ,\144--:-- <br />~ -to-J&41fPECAsr . . '., 1J.7.~~ .... (61~-"--- <br />6'-&'-(ls') N.tiA{r UM i.:!f.t)~- <br />. f~'{~:'n~(6~T ' .' i,~~ 1.F\.'l'--- <br />1:_4~lr~f.'Pl..CA. _s.~_. 1.?2~ . 1:H1-~ <br />~~:6,j.!2SPR(~A~r- 922 d..l'~- <br />"-4:J'J6 Fi\'(CAST aM --'.481----- <br />i~O.J.t.(4t!'f,f~~~ 7~ (.>;),-------- <br />t,)'-4~W) PR((Asr 651 i.ola~--'- <br />_ W(I~J~~rrJt~Cf..~r-==- 5M 10~ - -- <br />--!.4~r 1.~s:L h~T?E~_.~,) I,J4;~-= <br />-'-5_:..4.::J'84,'LP.RfS.ll;ts.st;Q_ 510 _~---1.21~____ <br />~'!:!" <M1J~:ES.TF:lSS{U- ~7 ~1I <br />_'!,:-_4rV'~?2.!R(~lR(SS(.o 28?_ - 1121 <br />--1~~:=(~~J~S_TR!,S~O_ m In'! <br />e----l~ -0 ~.64JJ1\~S_~~-:C.O_ m ~)-- <br />----14'-O~?M.l PR(~ffit:~!.- 226 ~t5 -_-= <br /> <br />~-------- -------~ -.- <br />~ .lOO'Yt 1N(()RI.IAnCH IS nA9'O 0. CAST - cPOt (r((j> C(){P) URA/IO liN;fls' <br />~ eA~,to ~ !{srs (,~)OC1TO 8Y ~RNf.R r. TlCfI'l'. p,[. <br />,.. PR(CAST llNlrlS l.IAY (i( SUPPlIf.O BY CAST el/Er( ~ Oll1(R OUILOJIIC COO( AP1'l':O'o{O <br />PR((Asr 1olA.'-I\JfAC1\JR(Rs.. <br /> <br />,-!. <br /> <br />""'. <br /> <br />._~...... <br /> <br />BACKNAIL WI' (2) 16d NAilS, <br />3ja"!Jx2 1/2-' LAG BOLTS @ 24" Ole T'(P, <br /> <br />. , <br /> <br />, <br />1l... <br /> <br />... rf.~4(" OUTLOOKER@24".o/e <br />I WI 2) 12d PER JOINT <br />, M <br /> <br /> <br />~,. RUNNERS <br /> <br /> <br />" <br /> <br />t- ~ <br /> <br />f~ <br />~..lJ <br /> <br />'11 <br /> <br />,.... <br /> <br />I <br />I <br />I <br />I <br />I 12. MAX. <br />I. <br />I <br />I <br />I <br />-- --l- - <br />ALi~RNA'tt! i'tCN-Of<OP GAeL-S SNO OerA11.. <br />r . <br />SCALE: 1/4',.1'-0' <br /> <br />~ <br />~V <br /> <br />ABLE TRUSS <br /> <br />/,r" <br /> <br />12 ~ <br />1 .~~...- <br /> <br /> <br />/" <br />V <br /> <br />.....~ "L- BRACE WI 10d @ 4" o/c <br />(SEE SCHEDULE FOR SIZE <br />~ "-..... NO lOCATION) <br /> <br />:, ~ <br /> <br />I <br /> <br />........... <br /> <br />2"x4" LEDGER TO MATCH BOTTOM <br />CHORD SLOPE OF" SCISSOR TRUSS <br />A TT ACH TO WEOS WHH CLUSTERS OF <br />(4) 10d NAILS <br /> <br />~ --:- ----------===---------~ <br />t-. · <br />I, .!. <br />, ~-- . <br /> <br />::::::==== <br /> <br />..... <br /> <br />X ::------. <br />~ ~::-------- <br />----------... ...... <br />. ----- 4 <br />-------== 0- <br />'. <br />~, <br />-------== <br /> <br />~~ <br />~~~ <br /> <br />........... <br /> <br />I <br /> <br />8 <br />~3 <br /> <br />. . . . .. . . . .. . ~. . . . . . . . eg_" .... '\ . .. . . . . . . . . . . . . .. . . . . . . .. . . . . . .. .......,..... ............ .. .1-..... . . .. .. ..... .." .. : ..... .. . .. .. .. . . .. '. ...................... .. . . . <br />.. .. .. . .. . .. .. . .. Ij" . . . . . .. . . . .. ...... ........ ............... ........... .. .. . . ..... . . . . . . . .. . . . . I' ...........".. ~................. It.. .. .. . .. . . . .. .. .. '{ .. .. .. .. . . <br />....... .............; ..... ....... ....... .. ........ ... .......... . ..... ..... ......... . ...........:.. . ..:. ::::.:.:.:: .::.:::.::.:.:::.: :.:::....:.:: .:.......... ............ ........... "r . .. . ... .... . ~ <br /> <br />.. .. . . .. .. "'r ... ". .. ..... .. ...... ... . ....... ............ It............ ..... . . . . . It. . .. ........... ~ ....... It. . .. ..... -. . .. . .. . t .. .. . .. . . . .. ....... <br /> <br /> <br /> <br /> <br /> <br />! \ J- -- ~J~.~ '"', - ~~-=t'_""""",,-,"~",,''''-,,",~,,--,-_~-'''''~-'_',_'r' <br />.' .t. -I" ~ -l.z~ t.l;:;"&.::cz~"r _....$1-~. ~ --- - I ! I <br />i H )f "-<:ONT.U8EARING 9 U f"- --T-"" .& U ~-":*-=,"~""'Ii=~'-~''''''ifC:'''''''''-'''''''~11 <br />ecI~'Ox ~A6~ f;'NO e~ACI~ OSTAI~ <br />WIND SPEED 100 MPH. MEAN WALL HEIGHT UP TO 30'-0- SCALE: 3/4"~ i '"=""0" <br /> <br />~ <br />~V <br /> <br />"- <br /> <br />ABLE TRUSS <br /> <br />I <br /> <br />../ <br /> <br />12 ~ <br />~~...- <br /> <br /> <br />../'" <br />/' <br /> <br />~ <br /> <br />'"L" 8RACE WI 10d @ 4" Ole <br />(SEE SCHEDULE FOR SIZE <br />NO LOCATION) <br /> <br />~ <br /> <br />WARNING: IF THIS MESSAGE <br />DOES NOT ~,PPEAR IN REO 'NK. YOU <br />HAVE AN ~; , ~GA'- COpy WUICH <br />MAY f\I(r ,J' ~ fRUCTURAlL Y <br />AOEQUA ~ ~M 't OUR PHOJECT. <br /> <br />fA\ <br />W <br /> <br />I <br /> <br />~~ <br /> <br />... <br /> <br />Dl\NSCO ENGINEERING, P.A. <br /> <br />'~ <br /> <br />I <br /> <br />e <br />~3 <br /> <br />'~ <br />~ <br /> <br />. . . . . . '. ...0.0.....0 tl!' .'. .0..... .....0.0. . oi" . It . . . . . . . '. .'.. .'.. ...... .. . . .. '.. . .. . . ... ~ . .. . . '. . .' . . .. I . . . . . ...-. I. . . . ...., .... ... ,.... ... .. .. 0 . . .. .. .... 0 . . <br />. ..... ............ ............ .. I fi <br />. . . . . . . . . . "l~ . . . . . .. . . . . . . . . . .. ....... ................. .............. ... .. . .. . . . . . . "\ ............. It ............. ............ ll' . . . . . . . . . . . ~ . . .. . . . <br />. . . .. . . . . . . ". . . . . . . . . . .. ............ . . .. . . .. . .. . ... ............. .......... . .. . ." ." .. .. . . . . . . . . ." . . . . .' . . . . . . . . . . . 0 '.' .. .. .. . . .. It.. . It 1 . . . . . . It . . . .. ............. ............ f . . . . . . It . , . . 'I~' .. . . . . <br />.................................... ............. .......... . ....... ... ............ ........... ............ .-.........."...... <br />It . ............ .............. . ~ <br /> <br />_ J _ ~~~ ~C]~ ~- ~l~~ -~ '7C" - .-- -~~~ t:'::':T~~: =f :::~ ~:;: t,:;':;';-.~:_.i,.:::.: . : : :.. 'j <br />.'- .,,' n]=~.~~._~~ U~ ~'[=~--r~=[-=J~~-~=..]~~J."wr'.. <br /> <br /> <br />" . ..0 Y' - ,,-- ~- - u lrr )---==:;:r:..._ . --r=r~-t..~, .....-:z-...a.::-i''''-.=%. -~u~-=-- .'0""'....1(-"'".,..::"".0....--:.--:. '("""""- ,. ... <br /> <br />ONT. BEARING 1 ,I <br />C!,b/~l~u~l? 6r::!.ACINC:.... O~!At~ <br /> <br />WIND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" <br /> <br />SCALE: 374":.:; l' - 0" <br />A RrV1~lfO 01/21/1)5 <br /> <br />f <br /> <br />" TO TH( 6($ T (F nit: (NCIN(urS KIJO'M.EOCC ANO O(UH'., lW: <br />SnfuCl\IRAL P\.ANS ANO Sj>ECIf"lt;AnON"i COMPlY 'Mn1 1'}<( <br />ST.J.NOAAO avllOl~ COOt, ~cnON 120~ rOf( 100 tTlph WINO <br />ZON( (,~~, EOlnON). <br /> <br />. tHIS CRA'MNC ANO O[SlCN IS VAUO ,.~ '2 l.ION'lHS AFr(R !W( <br />OATt IT IS SlCNEO ANO SOl(O, <br /> <br />. SICNEO ANO srAUO 'OR Tl-i( ST'RUCl\IRAt. p~nON OF <br />n-llS ORA'MN~ ON\. Y. <br /> <br />/" <br /> <br />"' <br /> <br />- <br /> <br />10)': .. "'.IJ~ D ANSCO <br />l' ~11 u <br />.....' & EN6INf::ERING, PAl <br /> <br />- . '. " ' <br />po, eqx 3~t6 .. AFOlLO CEACH .. FLORIOA .. 33:)12 <br />~ .. (e13) 64:> (l)t.66 PAX .. (0\3) 64-~ b4<:n- <br /> <br />ilL" BRACING REQUIREMENTS <br /> <br />./"'\ ~'. .,<, , , -j <br />L_ . J ~~ ~ '}' 'II~," ~ ,lI'J..J" < . f, J> t ,... < I .... <br />~~ :'~~~J}}~~~~i)Lf,~~!~~~~ <br />/ .'. _ \ ecAL~D h~lj~iNJ)~' fOM.t;,'i C;<A~ <br />.DA TE fI,J~~ .,.-' ~ .:..// I fit FN,\\H,. 1 ~'(,~)" Ii) , <br /> <br />~ ;t"': .oJ <br /> <br />1:"- <br /> <br />STUD <br />$PAONG <br />16" <br />24" <br /> <br />(1) 2.)(4. <br />\" BRACE <br /> <br />(2) 2.x6- <br />.L. BRACE <br /> <br />12'-0. - 16'-0. <br />10'-0. - 14'-0. <br /> <br />NO <br />.l. 8HACE <br /> <br />0'0. - r-~. <br />o' -0. - .4'-0. <br /> <br />4'-5. ... 8'-0. <br />4'-0. - 7'-0. <br /> <br />(2) 2.x." <br />"l" BRACE <br /> <br />8'-0. - 12'-0. <br />.1-0. ... 10''-0. <br /> <br />NOTE: <br />"L" ORACE MUST EXTEND AT LEAST 90% OF' WEB LENGTH <br /> <br />TlRUee '6RACINa DET AIL5 AND NOTES <br /> <br />, -'. .'..,". I ... ..,~ .#if " .. f <br />,:\..., ~.(, .-:;;t:. '", '1'._ ".,," <br /> <br />. ,:9~' ,it-- J;',': <br />'. . ,,,, Q. ,..~< <br />. C ~;'j.'.'.-' ("" -; :\'t <br /> <br />'~lJ 4 1995 <br /> <br /> <br />~, <br /> <br />~) <br /> <br />., <br /> <br />,.- <br />. , ~., .~ ".... <br /> <br />. . <br />, <br /> <br />.,.. .". '"...- <br /> <br />~- <br />" ~ . <br />