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HomeMy WebLinkAboutBIN A-3 PERMIT 6010 ~,', .,( ,t ..;' ,It",", , . .,) -.. :. .' , ,. .- " ,., -,(- t ~, I , , ," j -". , " .~ .' " - , ')0., ~. i jo :"\ : :: t ~, /. I (, .I' .' , t ~! ) I . , ' .,'" " . . , '0 t . ;.-" t' ': t. ., , . ". J. " .~ ~. t ., " '...... \ ' f / . fj <j o ,- '. t~, ~'4 , ; . . '. .':-;.jr.t.. "j,- .' ... ~ , ,. .' , ~ " ,'. 1'..,.. .... I 1 I 1 t t ;~ ~ ..~ ,r,,\ ~ ""<!""':-=~r' l'''. ,..~~.},~.'It!:' ';~,"1' 0:-. ,<;?,.,..,,!~}~~~ ..;of.: '.:, r;........... ':~"'~'~';<'~~4<"'~r- "2'-~'S..' ""'. '.'""..." , ~ l' ..... . ,. _..'''- '.'j ("" I' ,," '1' ~ .- '- ....-...... ._'. '.. { ""!'~ ~., i"' "', '~." ......... -. , ~ _ 'J'-.- oK ..........~.; .. . . - ., ,'. I ., \ ,. '-. '\' r, . - . .4 . ' " .~. ..... f " . ...' . :' t,. . '" ,"- ... .' '1 ,., ' .' '; '" , ''!o,., i. . I.. f, .,' ~ ", l' ;~. ~ , '... .'}'- J: ./v: .-'~t ..l'J o , ---f~ -,) '~I ~J '\ '~ '\ "',^ .. \( .t: .;:., I, . ~~l f.(! (.li t... "\, f') 5) ~) .< ...., i ~, ~ ,;.. I ~ ~" .~, '.... < ~ \ .:.~) r ;J r ." \~ ,";... .... ".-' r" .""',., , ""...-.....~ ~<"'7 .'" . ). .-:/ .,)'.~:. .' .~ .. .~~" " ...... .,.., N c:t _..w....."'..-~ __+- . (~ . "t ffi .' ."'" .~ " ,. LI \llNG AREA ' ~_G.-ri!lf\Si(__~R~t\ == . EMT R Y ~___.....c-,--~.- Allreinforcing steel shali be AST~ A 6J5, Grade 40 (min) i\n~horages shaJI Qe hot~d,ipped galvanizcd~ after tabrication per ASTM A 90.' . ' . " o , ~t , o lj) .~. 1585---"_ 461.__ 20 --~- ,.' . : '\~ .L. '>or ./ . T 0 IALJ.lliJ.2.E.R--liOJ}E~_~-:._2.q..2 6:~ _._~~.......<,......---------_.-.._---~_..~..--:.::.=:...-.- - . .-- 2. / /" I. , OesigJ~._V elocitY;i: 100 Mpb . 1, ' 2. Spe~iticatiQIlS =:11 sac J 9~liIlCludiJ1g 199i and 1993 addendullls, ., sectton 1205. .. . " 5 L< { Trus~es shall 'be designe(f'per sue and TPI spedfications and certified by a Protessional Engine'er registered in tlIe state of Florida. 3. 38 .0._ ----:..-:_-::_~-.::~:::=.~~.:-.:.~ ====--==~~=:.-:' .~~''''",.~ --------~-------.--.----.-----------..~---~~-.-.-t~, / --- ------ , -'. ,/ . ---------------.- lZ-Q' H --------::...-=:::-.=..:::::::::.....-:.:::::::::..-=-==-.::::::.::::.:::::::=.--=;:== ::::::::::.::::----=--::::. .. ~ --------- --.-.-..--.---.---------. /1 I -f---. ......... .... ,. H' 0, . "" -.. -.......-.-......-.---....-------...,,-...-.- '-,,--1 " Wind Load Notes: --.......-....,- .~~..........._..._-_.~~......~_.--""..- _...~...-...---~,,_.~. 6056Q.. .1 13 ~ 0 ':5~/t:'A,f(IIII(.l.1 +-....... -- --~~---~..._-~_..._---.--~f~ ~ 1 -~-;e7.;.. IV ,:) Il~ 7 I 2 5 5 HI. 2 5, ?H... -\~.;2.t~-\-\.~'t!\~~\;. -~ 3. Net uplift per tmss bearillg connection = 368.0 Ibs. . 0~: o_~~t-~~~ tl~!!! t~__._____..___:~ . 5~gAI01'e 7 1 :J I(/'- ~z..(€-) dolO ...9(~ ~) ...') a tJOI DO. OD1 -------------_._~------- -, I I . I ,I _........._.......'-_..,....-...............-._"""""_._____ ____....._____--...........______ \~~p. -"- ~-.,.. 9 ------~--------------------........_---- .Q ~~~N ~ ~ 1(:)-- $2[<0. ~ . c). , . MA5TEH. BEDRQO~' .' -~.-.~---=====----=~~=---- . 2/ tJ-5'z-0-) .----~~-Q.tLT-~,_L~I~t~I!Q~~U Q: 4. Factor of satety against. overtuming = 1.5 '5. Maximum unit sheatat~oqt1ceiling diaphragm =2,90.8 pIf. 6.' Maximum unit wall sl~~'ar'at ~illidl1eig!lt wall ~ 396.9 pIf. ~~. ~ ._'. ~-....,... '1i':" ..-, - -...-.-.:.r...':::.=i<.~...&:-'\;,J~..-...:.;:.;.x:;..i:lo.~...'....<<_..ok...C:...;"~~~x;&.;..,:..ILI'JL-..~.l.~..!!_;o. e.:....'~...-Q..:. "/ ~<> -<>- o o. '~~ ~ 7. ShearwalJs~froJ1(aI14 ~~ar eleyations, fasten slleathing wi IOd nails @ 2') O.c ~dges, 6" o.clnterior. < , '. -6 / // 13 8 6'0'/ L-~}b_-----,f,f' 1J\f" (1<.s~Vl4"" 6' 8"~ 4.''', ',. .,. ,., '/ 3' 4"" i 8. Sheanvalls-left and right elevations, fasten sheathing wI 8d or larger nails @ 6" o.c. edges, 12')o.c. interior, . ---------- --- --~-- --"~--- - -..-- --- - _. -. , . 5 ~ 't' ! 9: Install I-Simpson L TT20 -\V/ IJ2" AD and I O..16d nails at each e'nd of ., " ,. I'f. sheanvalls, . . ..' . '., "'" " - ",' . ~ ,r-:,:"" ,,':;"": ~:'::~:v;.., ".'~~ ;.':~~ .'~. .. , .;~. .._:-' ...., ~-=-=~~ ~,~.~ =~~~'~~~~-.: =~-=:~~~-- -.--. -..., h 10-. ')'7-(~) ...... , . ~. .KtTCHEN'::./@PTI. N' ------...- ..+---~.~~.- ~,.- ~.. .-...,-...._--:-~,.-w_.._.__r..__ .._,. ~.__, _ _ _. . I' II ~ ~ ~y f6\}' ,(S/~' ~~ ~V. ~". 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'l / ct (6/" ~.f~_ -k-------.---...,; Y.....~--L__ .k",~.- ----,.;r--~/f. ...- /f .' /).~., .' /. 'J . / ~ 20 8 . ........... - ~..., "..... "~..' .". _~_~ __.... .....~ ,_~_.,.,_ ~_._ ....__l.. __,,~.....;;.~... -__~...... .- -.-------~--- . . , . l' : " . :' l "'. . " .' I 'l . . . ~ ;~ (1: 0 ,'. .\ " " _~--..-~ ___.::....~_ ------.--- --- -----+---;- ;;;~;~I -~/ifl;;;;;:;c--=-;;;;;lt-:--;! (i~~ :' -6~~V~ jc:e H,~) 'I'f. 7. . , .; . //' ..'.FJ.a' C.)R "P.Lt~~ [~';;~'l{O//... : '. _ ":- . -,,'"'-~..-".-,....;;~~~~~::=J~L~~~~-~::::.~~_-.~_:. ~~~J~f~-~=~::::;::.~~~:'~\~0t~'~~~~~..~-~~~-~~,t??7--~ . . "',?~" . .... , ;.i..:;, .: '. 1\~Xt., -','J .,.. _ -_../.I:~ ;J:~~"1:-",-1_Jt.~____~",- ".L~__L~:~~_~_~ ~I-"~ ~_~_ }~/':;~~~Ll ~_4 ---,~... . . ',,},)-, . . , -- .~ . . \". ." Certifi~d fQr'~~:wpIiaJ.lce with the wind lo;a'~ p~ovisions of Standard BuilJiil~ ~()de'(SBC)S.~~ti.on 1205. 1991 edition ill~.l~,dlJ1g 1992 and' 1993 adp~'Qdl\l~'s;' . Other desigi\ ~leil1ellts shilUbe, the respon.~ibiU~y 'of the contractor.' ". ,.... ..1 . .. .Jkh~'. . , '~>::~~l . : .:~~ :':'\l~J}ies CUhllaJ1Q; r.E. '~':,,::'\!:~i~'Pate .' '\j~:f~ No 42501 V','c ;;" :'1:' , *~ ~i~~,'!:,~~'~? .' . <. A .' :, ,.., t: '. ...... ./ r~:L~,1ANCOf\~ s T r~ U CT [ON IN C -... ~-~~~::;::~:;:-....~-:-;:-;:;:- :::;:-;: :-.,:.'::-:.:--.""":,.......:.=:::--..: ~-:::-::::::...~;~- -..:::::~ :.=-.::...-=::----~:~~:-- ....- . .. ~, 1 : DRAWN BV VI . APPROVED BV ~. ' . c"; . " ~., ;, \ :~: ." t .., .' .. .1'1;'" . . . --0:-:""'... _........< ~~_,i . ",,-_../> ,/ XVED(~E~YO(2[) tv1QQEL ......_....~, ..,. '_....:.:...,..._....:~...... f--lt-, ;.-:-.n-;...~-..::::..-..~.::t'__..........,....~. !1:.~ ~? . . v , -' \ 'i.':_ . ) . ~ ~;.... ~ .~ / *' DRAWING NU BE R I , i' .'., }:~~\h ..-/f..... .1../ ;_~~_ -i t' ~"~..L~;}.~.... .b_~d ~:0b\~..<u -~~;:t .... . "'-....i;:~.< ,.. . ~-, . 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