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'-". ..' <br />~ -. <br />~N,\,'_~'" .J,;';.' <br />..... .,~ <br />-". , <br />,N. .r <br />N <br /> <br />11. <br /> <br />'.- <br />. -=.: <br />~ <br /> <br />.. ;~ ~.. " <br /> <br />,1' .' <br /> <br />'\ ~?>,'-:. ". '. <br /> <br />, t <br />'; '. r," <br /> <br />I <br /> <br />I <br />i\ <br /> <br />PRE-ENGiNEERED WOOD mUSSES\9~1~~A.~.iRlJSS_ B~^~~~G _ .. > <br />Jl l ^Il(^;:,\~~( muss .. _~(_V1RL~_ <br /> <br />1:'~ Lrj \ n I <br /> <br />I \.WN1MUM (2) 12d PER J()lNT\ _ <br />UltlII.4Ul.4 '"x4" muss ORACIt-\G <br /> <br />; <br /> <br />I <br /> <br /> <br />t~' <br /> <br />-~ <br /> <br />) <br />/:1 <br />\. f"} <br />I \ (. ) <br /> <br />'-cONnNUOOS BOTTOM CORD BRACING 1"x4" MiN. <br /> <br />~UOO,O~..AC~ O~:~~P D~AIj.. <br /> <br />CRcXO ~rNO o;nAI~ <br /> <br />SC^lE.: J/.- ".1'-0" <br /> <br />I <br />I ' <br />Ij <br /> <br />f' <br />'-MiNIMUM 2"x." CROSS <br />BRACING (SE( PLAN <br />FOR LOCA nONS) <br /> <br />/,2) ~6d PER JO:NT <br />1\ <br />I' <br />,., <br /> <br />SCALl: J/-t':::l'-O" <br /> <br />~ <br /> <br />20'-0" MAX 20'-0" MAX <br />f--~'~(;RACE SEE CEfA:L' ~ - -- r:ONTINUOUS <br /> <br />r 1,/ /8 <br />_ _ _~ _ \; _ _ J ~ _ __ <br /> <br />OTTCI.A CORD BRACING I"X4" Mi~l <br /> <br />b( <br /> <br />---- ~l <br />o x~ <br />.1 ~~_ <br /> <br />... .... _... -. -..t: <br /> <br />_'.~ r <br />------ { <br /> <br />- - - - -:~1 <br />o 'I <br />z 0 <br /> <br />- - - - ~-;~ <br />~ ~ - - - - - - - ~ ~!1 <br />~~ :!I <br />-x--- ~; -~-;=== ;!;~ <br /> <br /> <br /> <br />~ TOP & BOTTey CORD <br />GADLE END BRACING @ <br />.r -0" o/e YAX FOR <br />FlRST (4) ROWS OF TRusses <br /> <br />C) <br />Z <br />w <br />a... <br />x <br /> <br />. <br />o --:- <br />IX <br />- -~ <br />o~ <br />~~ <br /> <br />NOlI: <br />1) SEE: muss IJ.ANUr AC 11JRER'S muss n~G\NEfRING <br />CUT SHEETS FOR ADDITIONAL PERMANEN T GRACING <br />THA T lAY BE REQlJiHLD <br />2) 'r' BRAClNG MAY [IE USED IN PLAce OF PCRIJ.ANENT <br />BRACiNG PROVIDED IT EXTENDS OVER AT LEAST 907. OF n,( ''''(8. <br />t1/N1MtN F..,...:.~AN~,. rlJ~ O~ACII'\.LC~ p~ . <br />SCALE: N. l.S. <br /> <br />(OACKN^IL wi (2) 16d NAILS <br />r2"X4" OUTLOOKER @ 24" OIC <br /> <br />Lx !l I W <br />J~ <br /> <br /> <br />j I \SIMPSON H2.5 OR EQUAL <br />I @ EA OUTLOOKER <br />I <br />I <br />2"x4" PANEL BLOCKING @ 48" OIC I <br />fOR THE FIRST (4) ROWS OF Tf~USSES \ I r"L" or~ACE TO EXTEND AT LEAS T <br />FROM EA. END TYP. BOTTOM CORD j.... 90% OF WEB LENGTH (SEE TAf3LE) <br />A TTACHED WI (2) 16-d TOEN^ILS I <br />, <br />I <br />X ' 'i _ ~. /CAOLE TRUSS <br /> <br />GYPSUM W^LL OOARD/ / I ~SH[^ THING <br />2"x4" LEDGER (MATCH BOTTOM I A TT^CHED wi .lOd NAILS 0 6" O/C <br />CHor~D SLOPE OF ADJACENT : EDGES AND 12 Ole FIELD <br />SCISSOR TRUSS) <br /> <br />SEE STf~UCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEA THING DETAIL \ / BACKNAIL wi (2) 16d NAILS <br /> <br />, r2"x4H OUTLOCKER 0 24" o/e <br /> <br /> <br />TOP CORD BLOCKiNG FOR fiRST FOUR RO'NS J <br />OF TRUSSES 0 EDGES OF SHEA mlNG TYPICAL <br />-;' SIMPSO~ H2.5 OR EQUAL <br />I @ EA 0 lJ TlOOKER <br />: / 24" M^X. <br />I <br />I r"L" BRACE TO EXTEND AT LEAST <br />~ 90% OF 'NEB LENGTH (SEE TABLE) <br />~/ <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />2"x4" PANEL BLOCKING @ 48' Ole <br />For~ THE FIRST (4) ROWS OF 1RUSSES <br />FROM EA. END TYP. BOTTOM CORD <br />A TT ACHED I Wi (2) 16-d TOENtlLS <br /> <br />r--~ ~ <br />I <br /> <br />/STO. 90' HOOK ;-CONT #5 BAR <br />If jBOND !'EAM <br />/,1 I' / <br /> <br />CONT. #5 BAR.\ <br />\ STD. (0' HOOK~ <br />~ \ !I ..- ~ =-I~~'=l <br /> <br /> <br />,-_-". ll., ...-._. ,__-,-,-~JL~-=-r--=--= __.6~'____. ~, <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />~-~~"~<i,-~L_Tl-.. ~'~lL-~~-'--' <br />---- .-._J_-J~~J.' u= ~ _J . ...Le <br />__J____ <br /> <br />SEE STRUCTURAL NOlES AND N^ILlNG <br />SCHEDULE FOR SHEA THING DETAIL <br /> <br />\ <br /> <br />2"x4" BLOCKING @ 48" o/c-""" ~-- <br />, <br />"L" 81~ ACE,," __ - <br />_'. ATTACHED WI 10d NAILS \1'1 - -. Y, <br />", C (}>.4" o/e TYPICAL 1/\ _:-__.:. <br /> <br />I GA8LE TRUSS WE8~ <br />I POU6L.1:.l"1.." 6~ACING O;:;T AIL. <br /> <br />_5!=_CTION @ <br />~, 11.<,".".(2) 6) <br /> <br />I <br />)F- rt I) J <br /> <br />TOP CORD BLOCKING rOR FIRST FOUR ROWS j <br />OF TRUSSES t) EDGES OF SHEA TIilNG TYPICAl- <br /> <br />, <br />J <br /> <br />A ~ rSIMPSON HETA20 OR EQUAL <br />~ ~ / @ 6'-0" ole TYPICAL <br />J~;" tI <br /> <br />/(~ <br />-' _CJ <br />2"x6" P. T. SILL ~t-]-r <br />1 12" ~ ANCHOR BOL T @ 48" O/C 1_ J <br />__l\j.:::r _ <br /> <br />I <br /> <br />5ECTION @ <br />--.~- ----- <br />OC~, J/-4""I'.q> 63 <br /> <br />, <br /> <br />\. <br /> <br />\I <br /> <br />fiLL CELL,\ <br /> <br /> <br />\ <br />~" ~~-] <br /> <br /> <br />.,.. ~~ ~.- ...... <br /> <br />(/) <br />uJ <br />(Y- <br />o<( <br />> <br /> <br />- .-;-~- <br /> <br />'. ~ <br /> <br />..\ . ~ ' <br /> <br />, . <br /> <br />2"x4'! BLOCKING @ 48" ole -rf- <br />'" <br />I' <br />"L M BRACE _ <br />ATTACHED W/ lOd NAILS\X <br />o ,4" Ole TYPICAL '- 3J <br /> <br />.t GAOLE TRUSS WE8-.! <br />eINCIL.O ilL-" 6RAClNU OnrAf1.. <br /> <br />_f?.E~rION _G~ <br />OCI>lL, 111"'I,.ft)~ <br /> <br />!j <br /> <br /> <br />.] <br /> <br />SOND et::AM ~tt;F' <br /> <br />#5 CON T FROM FOUNDA TlON <br />TO HIGHEST BOND BEAM <br /> <br />"'1/ . <br />ec.ALE. \.-]It.I'~0' <br /> <br />r T <br /> <br />f"') <br />o <br />...,... <br />:tl. <br />o' <br />, J"\I <br />~. <br /> <br />~~' " ~ I <br /> <br />/- <br />~l <br />fi:!' <br />~,\ - <br />\ kr~~,~.: . , .<~' .,.:>...i;.",. ,..- . <br /> <br /> <br />~j,l ,'-1(.1.- ..;? ." ,'t-, . . ,'... -,' . <br />...i;..~L~'lI:~,..ir..-A. ;",~.,;...:.:o.':.-l.~_~,.4' t. '..\___:J__..:'.:l._ :..i_,:", ':.,____ ,,~...t.~_::. <br /> <br />I <br /> <br />\ <br /> <br />/A8LE TRUSS <br /> <br />~SHEA THING <br />/' ATTACHED WI 10d NAILS 0 6" OIC <br />EDGES AND 12" ole FIELD <br /> <br />'i /SIMPSON HET A20 OR EQUAL <br />^1 ~k:it: @ 6'-0" OIC TYPICAL <br />,11/;'" <br />GYPSUM WALL BOARD./I ~ <br />2"x6" P. T. SILLY ,---r <br />I I <br />1 12"~ ANCHOR BOLT @ 48" Ole . t I <br />_L J <br />__ ~I~u __ <br /> <br />SECTION (fiJ <br />---------- <br />OCI>LE. )14'"1'.~ e,3 <br /> <br />[Nf) ,IM~K <br /> <br />. <br /> <br />11'-0" M^X. <br /> <br />" <br /> <br />" <br /> <br />(Y. <br />1.11 <br />[1 <br />0:: <br />o <br /> <br />n <br />I <br /> <br />, <br />~<) <br />V'l <br />("' <br />-1- <br />c()r~NER <br /> <br />JAC< <br />" <br /> <br />~ <br />U <br />.r <br />-.) <br /> <br />(Y <br />1....1 <br />:L~ <br />0-: <br />o <br />U <br /> <br />. <br /> <br />~~ <br />, <br /> <br />.YJ3..1t::i CON~Jr:CjION0 - HIF' J:i<AMINCt <br />. USE SIMPSON E fA20 (OR BETTER) CONNECTORS (OR (QUAL) <br />() MASONRY OR SIMPSON H5 (OR (QUAL) CONNECTORS @ FRAME WALLS <br /> <br />~====r-~~-::r <br /> <br />~z:r".r.-:-:"1~~:-::z.~.. -;:::.:~..:-. _--==-::~-t.:~_...=.-.__ ...--_ - ,-.~' =.; -:;=-=-:-::r,. . _ <br /> <br />~ B~CKNAIL W/ (2) 16d NAilS <br />.3/8"~x2 1/2" LAG BOLTS @ 24" Ole TYP, <br /> <br />CAST - CRETE PRECAST LINTEL <br />SAFE LOAD TABLE <br /> <br />~L <br />1 <br /> <br />r~2":S4" OUTtOOKER@24"o/e <br />WI (2) 12d PER JOINT <br />I <br />i1\~ 'W <br /> <br /> <br />\1.... " RUNNERS <br /> <br />- _ ~...-,~...~~~_ ___ ..._ =:::..s--:.--:-~.:. _ . _Jr. _ <br />LENGtH SAFE lOAD - POIJNOS PER litJ(AR fOOT <br />, <br />UNFiLL(D fILLF.D <br /> <br />f-O.:..{~.t~'R(C~~T 1.1I7~ 6,o~a <br />4'-6' (~q rf,'(CAsr 1.1i60 4.81~ <br />5'~~6!ii}:f'{CAsr I,~~~ .\144--== <br />~'.::10,_(~41 PfI(~~T 1,143 4.6\~ ____ <br />6':~""(7_8~)!'f"fc~s.r (~i~-- --_J,2f,"_____ <br />_t:_6:.t~.)j'R(CA~!_ 1.~~:l ,}.I\.~' <br />_~::-.(J!11.1~(CA_S~ '.O;;~ I,l,,---- <br />f--_'O::6:"'0262 Pl''(CAsr 922 _ __,:~.H-- <br />__1.~I.:4~11~)_~.CAs.r 51)1 1.48.1----- <br />~t~.O.j.l.H.U'f-H:.ASr NJ I.JO.------ <br />n'-'.:J\60}_Pl''(~S~_ 6~' i.(I\~--=--=-= <br />_ ~__~.:~t.(If,~1f:!'.,(CAsr ------.- ~....~ ~'I____ <br />'4'-8'('75') f'R(SI'R(S~O ~J 1.J~' <br />-1~O::"(Hii')-p~'{SMSSlD- ---~10 I)~O- <br />_'.t~'=(2~J~N.,(S1Pl~~i~--L ~~7=---= ---~1'~==-=--=- <br />_.I~':-!:jm'L~p[sI'R(S~O ]89 II]} <br />_21'::'~_:j2.~'Lf'?(srR(S'.J:O_ 2'lJ --' B1'1_=---=- <br />f-----~r=-O..j;6.J-f1,ts-lRIS}(O- 11'9 t=F\~7__- <br />----1..-0.:J~~J Pl',(~_~_~~ m ~.!S___ <br /> <br />'------------ ------------ --'- <br />~ ~OO'A: 1~(()PlJAnGN IS (1~~iO ()oj CA')T - CH f( (ff(j' CU<P) L1RAIIO liPi;l(~ <br />~ BA~.lD CN THIS CC<<JlJCffO BY 'Iff RNf.R f. RC"'oOf. PE. <br />N f'~:rcA5T llNrrLS \.lAY (( SUPf'lllD BY CA5T C~'U( 00 O:J.j(R OUILDil:C eXl( M'!'RO'l.O <br />PRE CAS T \.IANUf ~ M(ws. <br /> <br />i~, <br /> <br />r- <br /> <br />I <br />I <br />I <br />I <br />I 12" MAX. <br />I- <br />I <br />I <br />I <br />-~, - <br />Al..it:1RNAi~ i'IC~-Di<OP 6ABL..e SNO OSTAIL <br />"'- seAl(: 1/4',.1'-0' " <br /> <br />2_ <br />53 <br /> <br />ABLE TRUSS <br /> <br />f <br /> <br />~v <br /> <br />~ <br /> <br />"L- BRACE wi 10d @ 4" ole <br />(SEE SCHEDULE FOR SIZE <br />~ NO LOCATION) <br /> <br />~ <br /> <br />I <br /> <br />0:\ <br />~ <br /> <br />2"x4" LEDGER TO MATCH BOTTOM <br />CHORD SLOPE OF SCISSOR n~uss <br />A TT ACH TO WEBS Wi TH CLUSTERS OF <br />(4) 10d NAILS <br /> <br />.......... <br /> <br />L <br /> <br />1~ <br />., r---... -----... ':-- <br />I ----- ;; ==-------- <br />-------== ~ <br /> <br />~ L------~ <br />---------=~1 ______ <br />.-;;-; ~ -- ----- <br />,~~ <br />.- <br /> <br />......... <br /> <br />4 <br />-------== ";--- <br />0, <br />r--~ <br /> <br />-------== <br /> <br />~ <br />k~~ <br />~-- <br />--- <br />. . . . , . . . . . . . . . . . . . . . . . , , . . . . '\' . . . .. .... ....... ... .... ... . .... . <br />.'. .......... ...... '.~, ................ ......J.::::. .:::::: I . :: ::::::::: .:::::: :::::.~ ':,'::,' :. :::-:~... ::::.... "::'J'" :::... .:::.... .11'. .....:..... ',' :..:.~. .... ..::..,.. '::.' i!....... .:..... '... .:.;r..................... ...r.............1 <br /> <br />. .. # .. .. .. . .. .. .. f''' . .. .. . .. .. .. .. .. ... ......................1 ................ .................. .. .......... '["" . .. .." . .. .. . .. . .. .. ..... .. .. .. .. .... 1[" ... . .. . . . '2[" .................It..................... .,~ . . . . . . . . . . . .... . . . . . <br />.. ., .... .. .If...... ..... .j............' j' ....""." ..,........, .'. ........," ............ ...... .~..... ........... .\........... .j'.... .........)'.....,.... ...,... . . '1 <br />. . . . . . .. ............ '. I <br /> <br />. r""-" -11-'-- - --I ~-~ -~ _.Jl~j' .. .. ~i~' ." =r' ':.~::'; L~~':":':;~L:.:-"~:ji'~':~ :.I'__.":: <br />- il-~--_.L~r~~ - ~ - I J'I " <br />i' .. J .--, - ~J~~L--""~2 - "'~l~ --~r-~'~~r"---^-'T .-. <br />.' .. -1- "- ~~~- -'~~=""''''r - ~-~'- -. ~-.JI I I .1 I, <br />; I If II U II 1- -=-=--~1f~ ~"~~l~ ..-.-----lr=~~--=--=-..r-ouli~-O=--'--'--~-".~!f ~-..U . '..,.. : - I: <br />ONT. BEARING ' <br />ec!0~'-OR c~e~o e~ACI~~ <br /> <br />r <br /> <br />B <br />~B <br /> <br />WlND SPEED 100 MPH, MEAN WALL HEIGHT UP TO 30'-0" <br /> <br />SC^LI::: j/4'-' ~ fr:-o" <br /> <br />~ <br />~;/ <br /> <br />ABLE TRUSS <br /> <br />. <br /> <br />~/ <br /> <br />~ <br /> <br />"L" BRACE WI 10d @ 4" Ole <br />(SEE SCHEDULE FOR SIZE <br />NO LOCATION) <br /> <br />~ <br /> <br />I <br /> <br />A <br />e,J <br /> <br />~~ <br /> <br />~~ <br /> <br />I <br /> <br />e <br />~3 <br /> <br />~~ <br />~ <br /> <br />:':':':':':':':':':':l~':"':':':':':':':':':':l:-:-:-:-' '-:-:-:-:':>j: :-:-:':-:-:'~',':::' :-:-:-:-:-:','::-:-:. ,:::,::,,:,-:.:': .. ::"::.:. "'1':::":, ::. ::.n'.:. :... ::....... :... ::::. ..:..j,......:... ..::......', :......:..............~..........'. <br /> <br />L .. ........... 'fl' . . , . . . . . . . . i!' . . . . . . . . . .. ............ I . . . . . . . . . . . .I~ . . . . . . . . . . . . '. . . . . . <br />.....................'~........................ .....................J..... . ........................ ....................... ....................... ............ ...,......, 'II'.........,. ........... ............ ~~..o............. ~...... <br /> <br />. - '.'" - 11=-...-...,...,..._ ...---=-==I=~ _=--==_:-_~ . ........,...1'.....,..... J...........' .......,.... ........... .;r...... ..... .Ii...... <br /> <br /> <br /> <br />'- !1_.~,.~<=,~][~~Ji_ -J~ . J[_~L~m~"L~~~~~~['- ~-'-T~..~'--'..lj..u .. Ii <br />! ] --:'[~~ =---=r.:"~-=- ---[-----==---=-r--=--=-::....=~=---""~~--:.,--..-'-'"..-..-..:-, 0';1-' '. <br />.. . , '-- .-- --. _..- ==r=c----- - =-- ~ II ~ ~ I <br /> <br />:: - - -. --11"- --0- . --u- - --)j ~ ~ll f -- -ir-===-- - .or=.:"r==~ '-=-..r---'-~il"'="''' -=-==~u""--,,--,.-=-." .=z'"'-~---l(..-''''---=:- '-",--.-~ II ,. . , <br /> <br />ONT. BEARING ,I <br />C!,bJ~!-:-Jll~L? BRACINC,:, Or.;T A'~ <br /> <br />WINO SPEED i 00 MPH, MEAN WALL HEIGH T UP TO 30'-0" <br /> <br />seALl: .574"':.;0 ,. -0" <br />& RfV1r,FO 01/71/<15 <br /> <br />, TO ni( O(ST (F niE ENGIN((R'S lalO'...UOC( AND D(lIEr. ni( <br />S rRUCl\JRAl PlANS ANO SPfClnt;A nn",., COI.APL Y 'nI ni n-<E <br />STANOARO 8UI\1),N(i COOt. ~cnON 120~ (~ 100 mph 'niNO <br />lONE ('991 EOlnQN). <br /> <br />/' <br /> <br />'- <br />I <br /> <br />I <br />I <br />I <br />I <br /> <br />, THIS ORA'MNC ANO CfSlCN IS VAUO rCR 12 lJONniS ArTtR n-<( <br />OA T( IT IS SlGNEO AND ~""l(O. <br /> <br />, SIGNfO ANO S(,6,I(O rOR ~( STRUCTVR....L P~nON Of' <br />THIS ORA 'nIN<i <:.Nl Y. <br /> <br />Tr\\ ~'J:J DANSCO <br />JJ.j) & ENGINEERING, P A. <br />~ <br />p.o. eqx 3~16 - AFOLLO or..;A0-4 - FLOR:DA - .33:::,12 <br />~ - (813) 6-0 ~L66 FAX - (01.3) 64:) 64~ <br /> <br />/ILl! BRACING REQUIREMENTS <br /> <br />NOTE: <br />"L" 8RACE MUST EXTEND AT LEAST 90% OF WEB LENGTH <br /> <br />/I <br />/r~r/t ~" <br />( y ~ \5CAL~D <br />/ DATE tn3/W <br />\ {J,\ \)~\~. TRUSS BRACING DETAILS AND NOTSS <br /> <br />~ '- . 9~0779 OJ <br /> <br />SU~I~IER IIILL BUILDERS <br /> <br />(2) 2");6- <br />-L - BRACE <br />12'-0" - 16'-0" <br />10'-0" - 14'-0' <br /> <br />(I) 2"x." <br />"L" GRACE <br />4'-5" - 8'-0" <br />4'-0" - 7'-0" <br /> <br />NO <br />"L" 6H^CE <br /> <br />(2) 2'x4. <br />"L" BRAe( <br />8'-0" - 12'-0" <br />7'-0" - 10'-0" <br /> <br />SruD <br />SP AC1NG <br /> <br />160 <br />24' <br /> <br />fD"J l. II '- I ~-,-.~-^- <br />f'., ....v. ~ L.o,~, <br /> <br />0'0" - {'-)" <br />0'-0" - 4'-0" <br /> <br />ISLAND <br /> <br />fOil ~ ~;,\~(F 1 ;t",',', Til' <br />