BIN B-2 PERMIT 4210/4213 - Laserfiche WebLink

Browse Search

iT LUlU- eE THE R!E6PON6Iell-ITY OF THe CONTRACTOR /OWNER TO PRO'lIDE DOCUMENT6 eMOWING THAT AU- WINDOUJ& AND DOOR& ON TI-I/& 6PEelFle ..J06 MaET THE DE6IUN PRE66URE6 6TATeD ON PLANe.. WIND DEe"~N Ff<E~~f<e ~CHEDULE OPENINGI F06ITf'lE NEaA TM! OPeNlNGI Foell/vE NEaA lIVE (A) 21.20 -2'.~~ (KJ 20.&0 .22.60 (a) 20.&0 -22.60 (U 21.20 .n~6 (C) 1<3.10 .2O.'!4 (M) 21.20 .2'. ~6 (D) 1<3.10 .20.<a4 (N) 1<3"~3 .21.13 u (eJ 2O.eo. .22.~0 (0) 19.93 -2!.13 (f=) 21.20 -23.00 (F) 21.20 -23.00 (Cit) 21,20 -23.00 (Q) 21.20 -23.00 (I-V 20.80 -22.60 (fV 19.93 -2!.'3 (I) I~.IO -20.'!4 (6) 1<3.~3 -21.13 (.)) 19.10 -20.94 (T) 21.20 .n~6 - - - r 0) // '-, TR 4' - - ~ P /'I\. J,\ IN '\ I / '\ // '\ c}' ;' /1'\ , , '\ ;' / '\ = '\ () v/ '\ N 2X 12' v 0L / '\ " '\. , ,I'\. .- "- / "- // "- ..----- 1~' /- / ,,'\.'\., ,,'\.'\. '\.,','\. " '" "" " "" "" "- / / "- / "- / / '\ " / :2 X C} "2 YElLOLU PINE / r RIDGE SEAM TYP. 0) 2a' 011 MAX /' END NOT EXP06ED TO WIND , ROOF mU55E6 ~ ~ 2 X e CUT TO FIT f3ETWEEN TRU6e.Ee. ANCl-iORED TO BLOCK WALL WITl-i 1/2" x aM ANCl-iOR BOLTe. 32" OC NAIL TRUe.e.E6 ALONG BonOM CORD WITI-4 12D COMMON NAILe. 12" OC e i"'o e ~ ~ ~ ~~~~ .. ;Q (\J ~ ~t\.~M) GpM~ y;m~~ UJOOO""", Qm~ ;Z~O O~~~ ~ ~ 0- e ;~r=~ ~~~~ Q~~~ ~OO~M'l> ~~Oi~ ~ ~ ~ M) /bIJ1 ~I d! ~i """I ~I @i;! iMi ~ ~ ~ ~ 1.J66E6 SELoW 6HEA TI4EO RIOR TO VAL-le'( FRAMING 6T ALl-A TION R-l~ INoULATION ( MIN) t. ~ 02 YELLOW PINE U:Y FRAMING TYP. (rYP) 1/2" GYP~UM CEILING 3/4" P.T. FURING eTRIP AND 1 LAYER s/eu TYPE x DRYWALL EACI-4 61DE OF BLOCK WALL AND ON ROOF TRU5~ ABOVE FROM FLOOR TO BonOM OF ROOF oHEA THING ABOVE 3/4" P.T. FURING eTRIP AND I LAYER 5/8" TYPE X DRYWALl- EACl-i E;IDE OF SLOCK WALL AND ON ROOF TRU5& ABO'l!: FROM FLOOR TO BonOM OF ROOF 6HEATHIN6 ABO'lE I ~s VERTICAL RODe. Ae. ol-iOWN ON FOUNDATION PLAN COMMoN TRU50 <: 2 X 4 NAILERe TYP 2 X 4 'lERTICAL 6CAa lit 4au OC MAX CONN. WI 4 I~D NAIL6 Ii TOP 4 U6P RT3 OR e.IMPe,ON 1-13 I-IURR CLIP AT BOTTOM u. ~~ ~~m~ ~ ~ 0 <;) OC~81 ~ ~ fj . ~~~- ~ ~~L-!'C -~ ~ld~~ ~~ ~r' ~~ m- f: Ie.- IT: .... N \) m , ~ i ! I ! ~~ ~I' ~ I .:' W~' -w }.~ZF~!t~: ~~ ~I~ao ~ f l!l ~ f:~ ~ ~ <it ::i: I-r Q Q ~ :~ IT: -! , cO ilo- ::31 01J ~IJ j ~ f I (2) cs REBAR ON Cl-iA!Re. oli1PoON 1-13 FRAt11NG ANC1-40R TYP. 2 X a P2 YELLOW PiNE RIDGE BEAM TYP. 2 X a ~ YEllOUJ PINE RIDGE f3EAM TYP. nyp) 4" CONCRETE 6LAB e.eCURINGI P~El-iUNGI TO BUCK eTRiF'e FER l'",..R HANU;=ACTURE6 INf~TRUCTIONe. TO MEET LlJlNO LOADe AND COMF'REe&IONe RATINGle FOR l'OUR JOa LOCATION. AU. ANCHOR &cREWe MueT PENETRATE aLOCK WAll. A MINIMUM 01' 1 114' AND THERE eHALL ae A MAXiMUM 114' ePAce BETWEEN aUCK AND DOOR JAMa e.ECURINGI WiNDOW TO aUCK &TRIPe PER l'OUR MAI-lUFACTUREe INe.TRUCTION TO t',EET WIND LOAD AND COMPRE&eION RATING6 FOR YOUR JOa LOCATION. AU. ANCHOR eCREWe. HU&T PENETRATe aLOCK WALl.. A MINIMUM OF I 114' AND THERa el4All. ea A MAXIMUM V4' &PACe 6ETWEION a'JeK AND WINDOW fRAMe 2 X ~ ~ YELLOW PINE RAFTER ~ 24M OC ~ r ATTACI4 MINIMUM 3/4' P.T. 6\JCK eTRIP TI4AT Ie THe MiNIMUM WIDTI4 01' DOOR FRAMe U&INGo .0'31><1 31~' T. NAILe MAXIMUM 10' OC. ATTACH MINIMUM 3/4' P.T. eUCK ~iRJP T1-IAT Ie THe MINIMUM WIDT14 OF l'OUR WINDOW FRAME U&IN<:i .0"'1 >< /3/&' T. NAlLe MAXIMUM 10' OC VERT 5CAl3 ~ CONT. '2 X 4 NAILER TYP 2. I~D NAIW PER TRt.i55 :2 X 4 CONT UPe. RT3 OR 61MP50N 1-43 HURR 6TRAP EACH END 4- I~D TOE NAIL6 Q RIDGE BOARD END 24" 1 ~OUR eLOCK f=IRE WALL DETAIL BEVEl.. CUT TYP MA50NRY 6LOCK WALL CO'lERED UNDER UL- 61a 2 HOUR RATED WALL DO DO UPo RU OR e.IMP50N H3 I-iURR eiRAP 4all OC TYP. UJOOD TRU66 e.EPARATION A60'le CO'lERED UNDER U 30<3 A6 I !-lOUR WOOD RATED WALL CAULKED WINDOW PER YOUR WINDOW MANUFACnlREe eFECIFIC RECOMMENDATIONe TO ~1EIH W/ND LOAD AND COMPRE&810N RATINGe FOR YOUR JOa LOCATION UP5 R13 OR edMP60N 1-13 HURR e.TRAP liI 4a" OC TYP. G~CiION IIAII a UAII CONeTRUCTION OF BL.OCK WALl- FOR 60UND PROOFING! ONl- Y ROOF VALLEY DETAIL eLOCK DOOR At 1T ACHMENT PET AIL BLOCK WINDOW A rr ACHMENT ocr AIL TYPICAL CONY FRAME VALLEY DETAIL. ALL CONNECTOR6 ON V ALLE'1' FRAMING DeTAIL I-4A'l= SEEN REVIEWED AND 61ZED FOR COM61Ne UPLIFT, 5HEAR AND LATERAL LOAD6 ~ > ~ I () ... .', '........,..,. :'. '.,':' ;. . .,:i:>., . . ;<;:, ',' /.:.:: y;; , ..;:{ .Y' 'H',' .", "<:':~ . ,>:,'~"'.;:.", '. "",. ':'.;;:,,'i'::.'. :;\:< " . . <:\' . .' :i.it', ";\\: ,':"": ..' '. , . .,.,. .'," ,:', .....:..> ............. . :?,'...,:. , '.... '., ...; " '..\i,",,',- ,',;i,"'.\ ":i:..";:. '. '.\ ,,' ;.:." .,' . ............ :. '.' ..:,,;:,"" .'.. ;". .;' ",":';"',' ....; .: . ....... : "'.'; .. .' .'/..': ........:...'..; .., ............ , X,;';" 'i"':. ..".,.,..,. " ":'/i{':<':' ',:.:., ..... 'e/'.:,:: ,: ';'.'.: ".:,::,.', .,; ,. '..' .;:,'.,;; .......... 'C".."..". .... 'i... ::,.... /.-...." . i" :........ · ......i.'.. ' ce'. : .:. .,' i..i:.'...".....:: ,,':/\.,' '. : :'; . " ..;." .,' ',. ~r-":'" " :' '. ,'.,' ;:,' ., .'.';'" " ..; ';0:' . .,: ":". ,:':. .;:' i' '.':,.;.' > .,'. : <'X. 'i'i' ,,:' . .' . ..........'. ".i.'; .: ;.... d;>..'P .'" ':2'" ,/::.,:.'( '., '. . ),....: .....,.....,...:.'.:. '): ...::.; ,,': ,t::' , '.. ;. " ..,; i ",,','t.: .. '. .;, "). . ":. .' .:;,:' ..,............:<:> :.',,' '.> '()i.:...... .::.[.;U,i\~)~~igtif~b:U3d9.X', . .. ;j:(~./;:,'j~/'..,<:::ae~.i,f?{}Wo.11 ~~Ji.ng-;'l HR.',. ....'.. "';)i"/,1,'!.I'{;.'L 'i.:>:: :::' ',t~)j,XltQsh'R4~ji1~;T21 .Mir'f:'. .<.: .:; -"i'. "?<f'Si,,":.;.i ..MAx Sj!JP.SfAQING'::'j.'<(~ '. MAX STUD c' ^-'.' :: ,.if:;',.,. './. :""'r'-,,; ~4tO C"~+'~;'~:;'~1',:,,(f""'f*'I'- .,-,:~":,,..;,;.. 24" 0 . 'it. '" ">:i,.:',. <,--,.2j;~y;"c, " .. "'. ':":...... ';:./':{L"';' ....;.,.>..... J ' .>'".,...~'.., .'.. - . _..'~':: "'-"i::,'t?Z1;'i~f.';;7<~I""T~~~'"t'<"';~~'-:~1-~~,~~.~...':'6~~~~"'-'i"?"~,,. ;;:.t/,. ......-.i-..~~"~;r'w.~'r':...~...., . "':;:';wr-'-"--'''~f'-~'~~'''''"~77'f'-1r~1;;'<''~' , . ....."....,. ".) , ". ;;. ': .../. ,<.j'~~t,":, :" F..:rP.,~S~l82;1:'... ,;i;,~ ![~:~=::~.=~,LlS0;T . ..,..,..' .... ..... ..;,;,.....~~~~;~:~~'C1;~'C::;.";;:"~?f~T4B.~~.;.,..,..;:;:>;'l..l- .:;;j:;::'i-",'ii. ; .'. .;':;.'>':f;::~.t... .:.f@';j'::,;:'.}.J";;':(iJi)~;i'::lJ~";~?':;:;~~""">::.i....~@ ... .' ."~.W~-~' '. ...i.,.,.;>~i:f:.<Y" "." '.-' .:,::'~;':'\':'.:MIN:,.. .' '...... . :. 'Xj .....' , );,YY~~hl,l.ts':~"N;:;i).\. 3.1:)f\;4' ~. ~p.acpd{4: i~"9f; ~Ull~fv~i~ f1r~,l;t8' i.,.:,: ". ):Nf'fJl:>(l.~r'':\i }h'p'$;J.lJl ';.':5{ cJ<,.4 It. }."'1<1~, r.aIJ~~; \0 ~t'i.JQ~"nd' >,;." .... . .....' 10'i:~'I,~O~W!; i'I'-\!lraP/9,} 0,011l~. I(t, ~';'~<ii1;'k:i f41~;ii7"f;{:;;rr';td.t t/2r,niJ ..... :""" ':.'.",:" i.(.l'.I~,..;,':":>':",.:,.c'..'.'i.:"':"',:-,' ....' '.i'," '.":, ,: !.' ....{::;:;'; .;::,;i.",' ~iitit~}3?b~I,6-ri .' 'dfi. DOf~1 9l..${l:.,p.,', . . ' ::)./ ;.' .:..\\. '..i) ;'l.!;,:;!)t,'r,.e'ilw~..q~y ~\l'lllanY-"TYi'?a.>;G.~,'" ,o. .'. .,>,,:- ;'}.r; .' PSU1i~ pt.>! \11.1; li',...ryp~ (G.-C'.: .. .' ~". ,) . ,. . <':.>. '>"f: ./. jq pj)r.(!\ S\l!'r\~I\l'::~'\'~0~f>G.~i~?fl~ ';".. ';.,,:;~L.;o;':~'}\:,,;,;:-:-..)(k ?~fTJ;,C~,. .. 15~, $~Et.rYJ~~~ t~\'Y:/~,\~~i .. ';: . '.:3C;.')!,,~;:'?"~;;;'I' ~':'i..f~t'C';:'",'f~PG RI[:S"'i:: ",."'.' .;: .,': .;::,.:<:1;. ,. ".':X:;:::~tll. ,?(/ard. G'iPi'i:1'r;i QOJ-p;..... '(;'P$; '$ Qt;;;SQ.C i\rS\li;:~: 'i.> '. ,.:,; ":'>':;:.:C:ifi:';i~i~:;j: Je-!,I,r~~!{11I.m\l.F<;i)i~~t ~!O~\ie{~ c~).t"~rYI?O: 'fP,?, , . i...i' X' . ! . :.~'. "': ":\ ~~!. ~~. '~Y'iet }!~AIl~ .>ij.1\r.OJ.;i~ y;,jl'l~~ ~i;V~I;\tJ:""'>~!r R.~1>l,~~.\~18.r~ . ; . ,,' ^ ~"~Q,q.li.e.,e4 }Vl <:o.m~\l:\<1,. Gy,p$Jtlq~1~1S-li!LlIOt m'?f(>,\ll4 ..<'. .i.,';'" ""i :;'11~.4,o\la.t' ~.l:ll/ 'y .. ~\1Qtl!M l.l'l- ~!l!l' $~'~'C;fi~r;l bTr.t lfQiI\n'H;'r,t ;<. ,,;?<'~~7~~.;~?1 ". ~Wh}..c...(:lP'li;'fll~r; 9:f.tllJ!?~fjqS~!ill;{jfl;, ,.'f;.>':-' ";;i,,,-;/c .". '.i' '. . 'C'. ' ,'<.""" . ,,' ,..,'1;;;.:..::'..'....-':...:...;...... ;- ::. . . ;,"i '. ".~i~~G5"':g.;; :\1;;~;f:\~y~.~~fa.;j)4f9ij,\f(;,tt. &.~'lfi~Wft~~~II.~;;itt. ......'i,/... .ii.... .:.................'::.. .: .'(...;, . ,'!c'.;.;' .' :..;.;: >,;:; .".'i',.}....,;, , , " ''"-, . '!o';,.:".>' "'. .." ." '''' ,....,,:;'.:" ;i:;:;c':t:i~1;?::;)5./;'J}S),i.:".'. ..,.;.;,.\':<i',......,<..;:/ '.....,...'. ..i- ;:"";, ;'.-, ,;J!/:.:~ ;'.. ; '>0'/.\;;;.,:.,; '.,' '. .: ...'ii ...........c../..../...., .............. 'C;/< '..::>..... '::'" ...'. '. -;. .': ...; ",:. ,.;::,.....:. .... '. ,'. ',;,'" . .,: . '; d' ...~. <:C::;:f; .,'.......?;......)... .'< ".:: ,'ii. /;:; . '. . . .".... ' '.:' " .. ..... ....."'"',.. i.'..::,.... .......:. ,,'.." '~.; ,. ,. ,)(" ':><".';' .. '.' i....i..:.. .'.,i.;.. .. ',' ,. ).y, . "."i".: .':,.>..','...' .,,' . ., .:?..,(::..... . ,';.: '.) ':J/'~::>;;'''''': ....... ,'..::,:' , .;.'....... ,i>,. ;"<' " ."c..... '.. "':""'" .',< . .~. . ..... .,:y , . <::'/: .....;':. ..,:,;,';'/ ii. .';;. :>'. ,j," '.< .' ...........i.'./ ':.' " i.,," :".., ......ci;.' ",.',' ':' '. i.'ii . . "..> . . .i . ........ ..... .... ,: . .'.\. ......<.... "''''':'::''' ":,"',' "'" '::.,i '-: ".',., .....X. .' '; .~.:;) ';y'::;":"":;;?"";"';': ">rk>" 'n;,;...i'," '. ...,..... "i"'.~,'.' .' . . ". 'c':';<",,:>'<:'/i;.i'~.>~: .,:.ii,..,' . "'),' ..., ..", '.' ,", " .. ;';"i"', "';""'."'".' ,;,"'.' ,',' ....:::. ' .' ...'..; : /\:':'itC.~\':\ .,' :;,'.': . \;:~;.. ' ' ,. ; ; ;c';;;:<.' ' , .. :\, ...t '.',' .', ~ ~ ~ Q ~ [II [B] II :;L< '.,'!i' ,. ;':t:;:,:jtf;S,...\.t(.:/~,!.. .';~":?:,!jis>: :;,j".'?' . >.; [\['k,\S: ~ ~ IIIlllIIlIIIT 111111 III If //111111/ III1I1II1IIII 11 I I I In fT - :: - = ~ ~ ~ '- ~ - ~ ;:: - = = - = == 1111111111 [1111111111 / / / / / / / / / / / / / / / / / / / / / / / 111111111 I III II1111I / / / / / / / / / / / / / / / / / / / / / / I II I I I I I I I I 1l r 1 r ] r IT 1111111111 111111111111 I eTTlTJ1!TI!: :: = :: - - i - - = :: - - - = - =1 - I =1 _ c - ~ <t a ~ ii5 ~ !t D IO><IOX& 200 CFM o IO><IO><~ 200 CfM o o " ...... , " 10><1O><~ 200 CFM 10XI0><~ 200 CFM ." , . '}. ~ ~ o ~ ti z [Q Q 3 ri ~ ~ ~ g- iN o ~ ~ Q D 12X"x, ISO CFM o 12Xe>X' ISO CFM o 12Xe>X1 '!:>Q CfM o 12X"X' ISO CFM " >- m z :3 '<t ~ " D IOXIOX~ 200 CFM o IO><IOX~ 200 CFM o 10XIOX~ 200 CFM o 10XI0><" 200 CFM ,.-,. I ) I -,- I I I ..-- I I I ~ rr- I I I " ... ;; ~N 1/\ (N vil ~ "..--....." / "..--....." / / / / /' o ~ "..--....." - = = - ~ '- oJ '- == n i I~Six~ I~ 100 CFM -- . 0 8~ LJ I~ iT CO ~u 10Six.. - '00 CFi'" I~ -- -]]1 D'~ 1,- I : ~\ )j - ~'J :: 1252, L = ISO CFM - = - = = = = - - f- E li- t: f-Illlml ---------------- / / / / / / / / / o 10X",X", 100 CFM D 10X"X'" 100 CFM D IOX",X6 100 CFM " , D:J ,-----, ___..__J 0 0 r-----r------~ ~-----; I ---~ : I I ~~ I ~~ 1-----' 1[88111 ~------r-----1 0 0 ~------ I ~_____; : --=----' I I I [OJ~ >-----, - -----; LJLJ f--..- T------~ r-----<1 j ~ I I : I ,-----, ~~~' ~------f-----i LJLJ ~------ I ,. _........" : ~ -- I , o L:J c=J o , ~; g ~ g ~ICJ o g ~ g ~ B 2Ox20 R.A.Q. IR/AI 2OX20 R.A.a. IR/AI 2OX20 RAa. I~VAI 20X20 RAa. @l\~ I ~~ D IOX..X6 100 CFM o 10><6X.. 100 CFM o o 10X"X", 100 CFM r-o--- 1/ r 0'"" 1/ 1/ 1/ V V "----"'" /' "----"'" \O><~Xb '00 COM CJ o o ~ '- '- '- t= - '- '---" t: ~j-------------------_! ~ [--------------------~ [Q]~[Q] - L ~ \~~~' / I \ / L--: / / / / / / / / / /' / / 1/ 1/ ~ V 1/ '\L l bY' I ~--------------------j ~ ~o [Q] :'.l~~ ~,-x J~~\ ~ , [--------------------~ [Q]-L \~~~' ~~f1 I \ ~ ~,~ ~ ' \\\I) ~'~ ~ r\ ~ n" ;S! ~;t~~" fi ~ ~ ~- ~~~m) ~ ~ ~) ~ ~ ,0.... ~ :sf 8 ~ ~~ e, ~~~~. ., f ~ ~ ~~ " D IOX",><", 100 CFM D IOX..X6 100 Cf D IOX",X6 CFM D IOX6xe> 100 CFM o IOX6X.. 100 CFM o 10X",X", 100 CFM i1 o 10><"X6 '00 CFM ^.) ~ D Lt: ---- ~ -----~ D~ J V~N IE, ~ E, L '!:>Q CA1 '/ IW CFM '/ / / i/ ~ 1/ 1/ 1/ 1/ 1/ 111111Hl : 1 T IT I TT III ) ~ ~ / / / / / / / / / / / / / / / / 1/ / / /' bUill i- - - -'- t= t: ...c:L- ~ '- 1- ~ '- i- ~ D ll- ~ d)'<t ='w <OC(L lJ=)= !fir Ql~ zZ <4(-- r:9 }=s OlUl ,.---; ~g~ ~<l~ I , ~ D 12X",)(' 1;.0 CFM =~ ~ ~ I- l- I- . i- 111111' 1_ h_......._. ~ E ~ t;:JJ /\0: ~ ~ - I- = t:: = ......--...1-111111 I ~ ~ = l= - - - - - - = ,= ~ - 1111 11/1- ___u______ = = :: - :: :::: - ~ :: II f j III j - - - - = - = -111111111 'U;;;;;; ;;;;dJ ..,.,.. -~ ARKAY ENGINEERING INC. 6TR(jcru~AL. ENGINEERe, 3/1~" g 110" '" EC~ANICAL FLA leAl.. CONTRACTOR TO VERIF'r AU DUCT UNIT 6\ZS. THliI MECHANICAl.. DRAWING& ARB T A eTR~TURAJ.. PART OF DRAWINae AND MAl' Ml' IN FII!l..P WITHOUT APPROVAl.. ~OM ENGINEE:R OF RecORD MeCj.{ANICAL CONTRACTOR TO PROVIDS A RaTURN AiR CoR!l.l. FOR ALl. ROOMe. Tj.{AT j.{AVS: A UNI3A!.ANCeD AIR FLOW PER F.M.C. ~1.~CU~-DCO~~ F~ , Of' I ARKAY ~lle4{O RICl-!ARD L. KIDDl::Y p,e. FLORIDA LICENe.e NUMBER ~,~~ I l-iERSY C~TIFY Tl-!AT TI-4Ee.e PLANe. AND e.PECIFICATIONe. WAe. f>REPARW ay ME O~ UNDm MY DIRECT e.UPERVIe.ION ARE IN COMFLrANCE WIT~ tHe FLORIDA aUil-DING CODE 2001 FOR 110 MPI-4 ( 3 e.ECOND "'Ue.T ) WINO ZONE - '00 MP~ FAe.TEi?JT e,PEED -;-HE CLIENT UNDER5TAND5 THAT THE DI:51GNER CARRIE!; NO UA61LITY INGURANCE AND tHE:.'REfORE ACoREE5 TO l-iOLO HA<i:MLE6S. IDEMNIFY, AND DEFEND DE61G1NER FROM All CLAIMS, L06eE5 AND E)(PENoE5 (INCLUDINGI REA60,!A6LS: ATTORNey FEE5) p.RlelNG OUT OF OR REeUL TINGo FROM THE PROJECT. THE DEelC:.NER WILL IN CoOOD FAITH ATTEMPT TO PROVIDE ERROR FREE CONeTRUCTION DRA:!iINc.e, BUT IN THE ",vENT ERRORe OCCUR THE DE&IC.NER WILl. NOT BE UABLE FOR C05T OF REPAlf<5 OR DELAY TO THE CONeTRUCTION l)