Laserfiche WebLink
<br /> <br /><Xl <br /> <br /> <br />~~ <br /> <br />~. <br />~I <br />o <br /> <br />12 <br /> <br />71 <br /> <br />RIDGE <br /> <br />b <br />I <br /> <br />~L <br /> <br />-: <br /> <br /><Xl <br /> <br />USE HUGHES .. NFM3" <br />MASONRY HANGERS <br /> <br />w <br /><:> <br />o <br />(i <br /> <br />12 <br /> <br />71 <br /> <br />12 <br /> <br />17 <br /> <br />I <br />L.- __ <br /> <br />i <br />I <br />I <br />_.___._.__----..J <br /> <br />2"X12" P.T. BEAMS <br /> <br />_._____-..J <br /> <br />l' -if OVERHANG <br /> <br />NOTES: <br /> <br />1. ROOF SLOPE SHALL BE 7: 12 & 8: 12 UNLESS OTHERWISE NOTED <br />2. TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN <br />THE STATE OF FLOfl-IvA. SUBMIT 4 COPIES OF SHOP DRAWINGS <br />AND DESIGN CALCULt\nONS. ALL SIGNED AND SEALED BY THE <br />DESIGN ENGINEER FOR APPROVAL PRIOR TO FABRICATION OF THE <br />TRUSSES, <br />J. TRUSS MANUFACTURER TO VERIFY ALL DIMENSIONS WITH THE <br />CONTRACTOR. <br />4. THE ROOF PLA.N ON THIS SHEET SHOWS THE DESIGN INTENT, THE <br />ACTUAL LAYOUT SHALL BE DETERMINED BY THE TRUSS MANU- <br />FACTURER AND REPRESENTED ON HIS SHOP DRAWINGS. <br />5. TRUSSES SHALL BE DESIGNED TO CONFORM TO THE CURRENT <br />STANDARD BUILDING CODE. <br />6. TRUSS MANUFACTURER SHALL CONFIRM ALL TRUSS CONNECTION <br />REQUIREMENTS. <br />7. CEILING HEIGHT IN ALL ROOMS TO BE 9'-4". EXCEPT WHERE <br />OTHERWISE NOTED. <br /> <br />.:,!..,.,.),._~ <br /> <br />"1: '" <br /> <br />;-> <br /> <br />; , <br /> <br /> <br /> <br />" <br /> <br />. ' <br /> <br />1'-(/ OVERHANO <br /> <br /> <br />,--------'------, ,r----- <br /> <br />. r' , i // r-- <br />I 11/,/ <br /> <br />_.__,,______-.-J / <br /> <br />------- -,----- / <br /> <br />12 <br /> <br />17 <br /> <br /> <br />12 <br /> <br />71 <br /> <br />w <br /><:> <br />o <br />C2 <br /> <br />1 1 <br /> <br />r---, <br />\l.mc At;, S1 <br />L___...J <br /> <br />; <br /> <br />~ <br />~ <br /> <br /> <br /> <br />I <br />b ! <br />I I i <br />~t i <br />I I <br />: i <br />I <br />, <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br />,L <br />L__,___ <br /> <br />12 <br /> <br />71 <br /> <br />12 <br /> <br />17 <br /> <br />,....t.... <br /> <br /> <br />ti.,.(j" Oy!"RBmO <br />. ' . ~."..".... . .. ~: ' .. .c. > ,_ ,;..." <br /> <br />':~~ <br /> <br />.~,' <br /> <br />"-' <br /> <br /> <br /> <br />,J'Ij._~'ri <br /> <br />"' <br /> <br />. ; i <br />, . <br /> <br />! <br /> <br />.. t <br /> <br />. t f; <br /> <br />~l; <br /> <br />t <br /> <br />"<1' <br /> <br />f <br /> <br />---,"f,7--"~-,c'~~-' <br /> <br />.' <br /> <br />I. <br /> <br />',' <br /> <br />r ~'"" <br />II \ <br />!: <br />I r---~---===-=---:--~ - :rJt <br />I ! : <br />I <br />I <br />I <br />II <br /> <br />.' <br /> <br />I 0 <br /> <br /> <br />I '" <br />~ <br /> <br />-------~- ----j <br /> <br />.' <br /> <br />; <br />';':; <br /> <br />,~ <br /> <br />,"''' <br /> <br />, .:t"O <br /> <br /> <br />r <br />~, , <br /> <br />i i <br />I I <br />i <br />I <br /> <br />...~_.._.- -.-- --~._._.,-..,--^'---_._-----_._~~,._.._~-_.~._,...._-~--- .'. <br /> <br />RlVl3JOM <br /> <br /> <br />RlVl3JOM <br /> <br />RlVl8JO!f <br /> <br />THIS BUILDING IS DESIGNED TO CON- <br />FORM TO CHAPTER 16, SECTION 1606 <br />OF THE 1994 STANDARD BUILDING CODE <br />FOR 100 M.P.H WIND LOADS. <br /> <br />/' <br /> <br />"' <br /> <br />L- ..__~_~__~~___J <br /> <br />r---------------, <br />./ " <br />, ---------"..., <br />/' ~ "" <br /> <br />'~r--=:~-~-=-=-:-=--=-=~-~=-:~----- -] -1 <br />! Iii <br />I i I ! <br />'! I <br />I <br />I <br />I <br />i <br />I <br />I <br />I <br />I <br /> <br /><,ifl' <',/~ .:il <br />,~""", ,,', 'i~ <br />'B~,',~':';~, · <br /> <br />'I:~f~k;~" <br /> <br />.~: <> ~'~'(~~-..~ >; "~<~';~ : <br />.., ,,,,.. ,fir <br />:' m :--~<<,'; <~' . ,:,', , :, ' .)l: <br />"',..,.'.......-.,.. ""- ~ <br /> <br />',.~ ~~r~\ ",'" ~.~I"< <br />~ ;.i;J":::-,",',, ':,"','.', <br />,:.~"> ,', <br />,,' 1":- " , <br />. " " ''.:..'... . -,< <br />, . . ,',' "" <br />~1. ", ',<~, <br />:."I':~""S:.' '::-:I\;'~ <br />~~~:, ~~'~; '" ..{:~~\ " <br />0:'~ ."", "'~ '" <br />:I;;;l':-...... ::-:,~~'~',' ',".". " <br />'. ," '~~:",\': <br />'$c'~,' " ,': , <br />~','~' ,-",:,,~::.." <br />?~'~"'~'" ,,' : <br />~':~~"':-' , ',""'-- ' <br />, ....,,'\~ ,,~, <br />., ~~",,~I <br />~~, ~~'t~:~~~:.I':' <br />,,;",'-: ~,' 'c:"'~,',',",,",' " <br />:" .'c.;,' ," ',' '\ ' <br /> <br />~'~T: ~,', : <br /><~~ ",:-:, ," <br />rl"'~~'; ,'...::- <br />',:,:':z ,,\ ".~','~"".:\ :,>-.".....,',' <br />~'..':~'~~~?l\{.'..i ' , <br /> <br />'\.~"'\' ,.". " ','."'- <br />~ ",~'-<, ,.:' ",.,' ~~~ <br />'~,: "".',<':" .' '::,'., , <br />" ..... -".,'" """ . -~.> ' <br />~, ':~':': '.........: ' "1"'- <br />':~-.:::?-2?::' ' .. <br />~~~{".'; ,", ~ <br />'~~~~':<" '~Nl.' <br /> <br />r--------------'-------, /,/-11 <br /> <br />: ~--------------" I I Ii <br />-- -- -~ ----. : Ii! <br />, I; \!! I: <br />If---' :/ : d :rnJ <br />--~---.r \------'-" i ---- <br /> <br />['1"---,_ <br />;1 "" <br />I ' , <br />II '\, <br /> <br />i <br />~----_.._,- --- ,..-,----- <br />! <br /> <br />I <br />! <br />I, <br />I II <br />~... r=::=+t" <br />l:::=- .=.fJ <br /> <br />, <br />I <br />, I <br /> <br />ll~ <br /> <br /> <br />rr-- i <br /> <br />I~ ' ! <br />'TIn' ~_____J <br />: I !dji j! ' <br />III I , <br />,111 I: _~ <br />'11tF-- <br />! i lIe; : <br />i <br />I <br /> <br />'0 <br /> <br />~"'.~~J, <br />" ~'- <br />)..\'<~ :".) <br />,'.'. '~""",'\.., . " <br />".,\" ,','..''-. .. <br />.' r~_',':::'-'.:::~". ~" " ~~.. <br />'-.' ~",'\:.':' .~\., ,- ~ ',\.. \ <br />" "...~,' ," ' ,,~. . <br />,~'>C :t]""~C:;.',''-':,:-.;.:'',''>,'' <br />A" ; '::S 0."\'/ <br />:; ''::'" 'O<~~,:;-F <br />~/,:',2:~SJ", '::~,:" <br />,'" "(-'<"~'-' . "j <br />~' ..,-,' Y,..,":- ",',,:<_> <br />, ,,\', ~ ,,' ,",' ',', <br />"_: ~~<:\.~~., '--,< .~ ""<~:~~. >,'.~" <br />~"'.","'~",..c..,~, ",'>2....'...,.:::~;.; .,' ".~",,",,"''''..: I: <br />':-"'" ~..."0."""~,,,, ','. <br />"'~~6t;~~' ' ,j <br />..~~': ,,' >~~, 'I <br />~" ,'S" .;' <br />~>~, ";ol'<:,':~,:\~~ / <br />'~'~'\.:;;0:-;."1 <br />~':.':":"','.," '/ <br />l~"~}' <br /> <br /> <br />,-------~ <br />-~--i <br />I <br />I <br />I <br />I <br />I <br />I <br />i <br />I <br />! <br /> <br />'1 .--.--------~.------- <br /> <br />I I, <br /> <br />--~~ <br />--.-++- --- <br />, '-'------ -- <br />, ' <br /> <br />-----J <br /> <br />-------u--- '---1 <br /> <br />/~---"",nl <br />\, I <br />" ~l 1'/ <br />--- L~ I <br />il-----1' <br />L'_____I_~~ I <br />I~I <br />!~I <br />1(11 <br />l ~ __~ <br />I <br />, <br />I <br /> <br />~ <br />~~ <br />C,ja <br />~~ <br />~~ <br />dd~ <br />~~ <br />C)a <br />C)~ <br />~ <br /> <br />__ _____ c_ ___.___-, <br />----- .__.._._~-----'-_...-. --- --~-- <br /> <br />o <br /> <br />n <br /> <br />7~"lr c [] <br />j' ,I Ii <br />/ I' L-__ __I! <br />~~- -, <br /> <br />I ! "'-., .,,~ <br />I I "" \ \ <br /> <br />I ' " \ <br />n J~I /' 'I' ~--- <br />, , /" " <br />i'- - :1 \ <br />g----( r---....\-- '~/~?r, -l, : ~__~) <br />r HWH I Y I i I <br />\ "..' J I /', ilL- - <br />~ lL__~ ~ <br /> <br />I <br />I[]r <br />I J <br />I l,- <br />I I <br />~ i <br />I~~-.:::=/ <br />/ <br />~ <br />I i <br />i I <br />! I <br /> <br />'t.===~ <br /> <br />'~----- ':':J <br /> <br />iro I <br />, rl--~ <br />J I , <br />I I r--=--, I <br />II I I ! <br />II! I : <br />! ~-=-_-~J <br />!r---~ <br />, , I: <br /> <br />__ ______ n_ _~_ ____ ___ ___ ~]l~=;, <br /> <br /> <br />\ -- <br />~1'--==-..::r,J,..' <br /> <br /> <br />\.. <br /> <br />~ <br /> <br />01U, W}f <br />JOE YOUMANS <br /> <br />SCALa <br /> <br />i <br />i <br />\-_--., <br />L__f'- ===--==----==.. <br /> <br />I <br />I <br />I I <br />i I <br />I I <br />_-.J I <br />-----~~ ' J <br /> <br />1/4" ::a 1'-0" <br />CHlCIID ~ UPiOVED <br />AAKAY ENGINEERING. INC. <br /> <br />" <br /> <br />97-05 <br /> <br /> <br />SHEET 6 OF 6 <br />