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FLS99-10-66
FLS 99-1 0-66 3277 Beaver Dr McCarthy ~_____.__.____,_.........____________.....______________~______.__.........a.......- C,~I--~. S(Ii(~ C>"')~f .~ ~ {~~'}~~-~~~~-~~--~~~~'~~~~ .... ':.. ~.:~~::~". . ..- / / -~. --)~ ~q" -' . - ~ -- ~~; .~~~~~ r I I Z3 "4" I _,~______,__ ___.___ ._~_,_..._,,_.._..___ ._.. -- _._._____.___ .......-...---.-..--... -.-----.- .----.----.. fYPICAL CONe. FILLED- VEH nCA!. CELL$ AS SHOWN A~;,O lN~ r ALL 1 #S HOO Fl\GM F fG. fO flE !3E;\Jw1. r ul..,{j~":, aJ.-,/~ ,~A~'$81 ' ~ ~!~\~~ 'I ~-----~-- ~~._-------------- --- --.---------r i1LI1JII1!.f 9:7:'-;' ::j~~?;??/ ~.;:~r~t r rrrr rlrlrtA[W'?:(:"?:0<~ ',::.'':'',~~?tJj [I [Jf.I ,; ----.-.......--~- \~ _ ~- ~,~ .__..L.... --.' ." ~, .,-~---'-~'-'-. on . --- . w -- L- --' u'! = ~ -(~ ij ( 1- ~ - /y ')) [. ,',r .,/ ~l ,I IIy'.I)" \ t :t ;~ b. ':1 - J' 4" "h: .~) ~. J" ftl ,'" , I' It c:< I" " -, /. p-- :.> It-lsc....U.nr.n..J ~(-\, MIl f-- 1- _ 1." t [ 'r ., I 'A' '" \ ; n ft. --'r --~, I 'I2.:aL. ~ I\n~D E<2",...l>.d - 'I '~ - ~6' ,';'\.t, '. ' r:h ;,;"., -~'l D 0 ~ :lY' : I 'i' :~~,:,~~ ;; ("~'-:/.- .., n 1_ ~ J-j -. ~_ ______+ _ _____. ! : I ~ ./ ~ : ,~ : I I . i It. I = I I .~ () . . ~~\, ~ ~~~.:~~;, r-o- .:-1- ~ t. ?~ (13 \ \ .!i '1 /~;J. - r'l"" Ct. . -rf'-' X . u=-= '~=:::--rIM : II (0)- (~ 1~~',lO'J~ n'to)~,'W~< t- (~, rii ~~nr f / ;r::~'r "" ~'--I' ( ~ 1 ~:k-:r tr/-:':~Lr j ,u i~lj, . :]) I I" p,(L%!\ 1.1 "II 1 ( _~l i I.i~!@ ~'~ -I ~J~ :-~I , < ~. /4-?" i I :i -X!I \:~~;3 \) i i ~ ITGJ t>! ~ W~~! ~ 'I -~; rll/.r-----~ : i' I ,x~2~ . ! j"t ;'J i 1- --:~--- ~ -}[ ~ i~. ~(1~~ II l~_ -~-~...~(l:~:f. -1;" (~C~_ ~'.!!' ~::~.r~l~~~~~.r'~l-; t- :'} ~ 1b-'\-:[ · 1', I L"A . I ,~:-~ r<l _1'1, I ;~_.__. 4' (l't ?>;;"} 4.-:-:> !~,~ -"'), (\) ~ ~) -'.-'- LJ' i ;J i): :1 ~~~~~,!.(;.-{" ~~. ~(j~ i~ I . . .---. -. .. ... ..... "~,",'OJ" " ''.JL.o. I i:~ 't<~ ! I '1 :: 11 ,~)) . It- 'ii nu I L 7", (i) ~~~~~:6 ~~~Li1~~~~~ ~~~~~ ;~ L~;~I~;~ ~:~~SN~;16~:~ty~~:::~:~I:;) S~~:~6T?i~il~~~:'IE BEAM BARS SHALL BE , i (.(._ ;1 ~ _ ~ UJ1L .._'J~_~_. ~ ~___-.;~-"1"_ _I =- ~<J :~ I ~i r ~ ~ ,~.~ v dqJ-- --Il':y--~;.~.).i-~-i- '- .0 ~ 1..~l'~;L~.;!r~>l [1 t'~l , . \.!: r1.1.;0S n~"'> --.-----. - --.- ff, '<I] ~1o"t' If ,)~:~,~;L -':~; I \:~)~~l' -.~:--;.. - -l,l__~~l '\ ~1'(11..1, tt, iD . t . 'fP ----- t ~-----.,- L --, '0_1L~:-t~1_ JL ~I Y t tv )1 nB-Jl.J~ --= >ocr -:::::.:...::--.--. ~ ,~~. , riL/ --'~/"Y;I :~~ i~)J[~'I~t~:~(lt:){]., ~~~I~i. ID c.a-~ ~?f' i. t}lt Cf!~Hw '~~<~.::.rJ:LUJI[!' ~ ----..: ----. ! r ....;,/: -'" :;{~'-~..., (~I ~;.-'l'JSt'lJ I .:~. 11 10 t)1 (5:~ 1 \ 'i 1L') :~) 3','21 3 '-~Y' I :-'J) 'I ~.'iJI~;t. ,v E lJ r:.;, - j\ ~f ~ (} .~.j :! ! II.. R. f- '<;'. .--- - . -- ..-' ---.--.-- -Ii' -. TO () I -1 "'It \ . f \ i:' - .' l:'l t ! L. j '- j \. : : 11 Ur L ; f':'~~' '0' J €.- 'J) t4.L'- t ,.,! (u : l.. --- -: '.. /";((':~ :~ .. . " I . .. ~ tD.... ) :r -- :..!~<,.( tr ~ f/-~-~-"~'~ "r71j;';:,s-n~~: --;~] - -, . ~-- -- ( l:~.j~;i if \J c)! I . ~ r..-, f,!t:S".' """J ). :' 'I ~"d':/ ~ .__0:~' .-,-.-----(s .~el l --- ( ./ :~i"F- "'-il "I.''''. 11 11 ) ! ?VfY....~ 11 ____ _ L -----~~ r .1 ,Ib :; m. (l~ , '~,)7 ~ ~L-O(~(~ PLtJ^/ ~4L61jt/."J/~(;;,"" 1// -// '-1 (1.. (' \....-.1 ........; ._~ ~ ~ <..) . ~~ h.t ..... J> \) " ~ . \ ~ PLU~fBING NOTES: J 1 plU1l1blng to be done In strkt accordance with standard plUHlbln& code 1 0 C0l111e(~tions pennilted under slab. I ovlde' air dli.Unbers III hot i.uld cold water lines at each llxltires. J 1 pIUlllbillg lixtures to be Anl,?riCiHl ~ti.\ndard or equal to. ~. ~ I ,) i - . f ~tl ~~ F.~ t")')! '}l,'J tAl'..!) \1:6 tt -- . ~ >>. ~{' ....~- 1- / // / .' ,/ // / 'y- ., I ~l ., I ')1 ~ I ~ _ _ ~ _ ."., _.' _'._..._v,'" .._.-- ,- .~.. - - - ~-_._- -~..--_._- / ' \',',/ \ / \ ,. \" \ \., p..tA\ ~~ .c;l.,.~~ / / / ,. ,. '\ .' \ \ / \ / .\ \.. I '\ i ~ .,/ .. '\ \, ". \ \. \ , ' I I \, >{ ~ \", \ \, \ () " '" ') ~ ..-;. -., ) -J ,,' ~~: .:... \"~ CI ,.,1./.- r--".j .-" - '" ~- '-- - L-l '-l i d '2 ,,^c~-:,\ & I rl 1 t Fo:")f...... I' '~/:;J~.... (.L-.l ,t\ ~. COr ~:~'?b; l ~ cco"" ='c=-~:~i'"3=;~ ~ \ /1 i_ t -. '\ ----"'i I I to r 116 to , J~j to r ,1.' rl1~ ;)/1' S.[J<J j.J<J/r:" "E:, 1 J.:J,?;J~ ((J) ._lJ.~.~ FIP 3/.; ~~' '~l.u. J'.f''r',..Cj''.,.........l"t.r........t~'-'"'?'JtL.'r...;tP~.~ .--f-/~Jt..4L. ......... .!.!....~.yJ-W~'~~'~(, / -. <~ Ii' , ~,e"'. '}:~ <!. o'S. '\ 10' PU/})({ \\ ,,~.c>~ 6' \lOl. _ . Q.+\ ,~II.._..,. ~.~:,~:~ 0".~ '~ ~9 ~, ~ -'''l L \ 1''\ \ Lor I I .Lr , , i i '---'1 ': I FOO'IINGS Lvr 111 -. o ~S lG N 1.. All exterlor.w:,Us, L~arill~ walls and columns sh.111 be supportc::-d on c;oncr~te (ootln~s o( sufficient desi~n to support safely the loads as determined from the chilr.lct'~r of the soil. ~tonolithlc slab on gr.tde Interior foundations may 00 usc::.u in conjunction with stem wall e.xterior found.ltlons. 2. A soli pipe or waste pipe or bui1din~ dri.\ln l-'ilsslll~ under .\ footing or through i.\ found;.\tlon Willi shall 00 provided with a relievin~ arch or $hall 00 built Into the masonry wall .\n Iron skeve two pipe Sil€S greater than the pipe p-.1ssLn~ through. CONSTRUCTION 1. footlllgS sh;.\ll be level or shall 00 step,lX'd so that both top and bottom of suc.:h (ootlnljs are level. 2. All exterior (ootln~s except monolithic slab on ~r.lde foundations sh;.\l1 le-.1st ..... wIder on e-.lch side than stem wall aboy'.? 3. (Ihe outer bar of foundation steel shall be continuous ;.uound corners. '11113 mIn. lap Is 25" lnc.:hes. l=OOTINGS DOWElS -. 1. footing dowels ban shall 00 provided for all vertical wall reinforcement In thl] followhllj loc..~.\tlon5. A. At all corners B. at e-.t<:11' side of openings u10re than 4'.0" wide c. 2 rods at 15\c.:h sld'l of opening more than 12".0" wide O. At_L:.e..:.!-__ O.C. of wall tlt.\t is in a 102 MPII wind :lone 2. foothlg dowels at.e'.\c.:h loc....atlon shall be sam'! sile .lnd quantity as vertlc-JI wall reinforcement .,bove. 3. ~\11 footings dowels 5h.\11 have il stand;'\fd 90 de~rce hook and shall \)4~ elllbeddt....d 5 Inches into 13 Inch footiJl~s and a minimum of 6 inches into all others footings. Dowels bar~ sh~\l1lap vertk~tl wall reinfol".:ement i,\ min, of 25 inches. ~",r{t~r "\DO,'(F.S.~"I .12.' / JJl:11 V[I? DR/VI...: Ctf:ltRVA r[/~ FLURI VI' _ .~. ..~~. ,-"..-- ~ ~ _ _ . _ ~..._ .'~ ,,~ h . ~....~..- .' t.. ." , .. .. 1=OUNDATI0N AND STRUCTURAL ,. I , f uj \1tf ('.) ~ ~t ..f C) \t (\J l) . J C) 0 <..") 0 (,.i. Vf ~ . . . ~ ~. ~. .: .~.:. -. ~. .'~. 1. Inspection of the site IndlG\tes soU bearing cap-.\dty of 100 p.s.!. Should ether conditions be pcesent builder shall notify designer. 2. Soli shall be tre-.1ted for t..:rmites. 3. All concrete shaU.h.we a min. stren~th of 2500 p.s.l. at 28 days. 4. All relnfordng ste'll to 00 deCormed billet s~eel. . cenfofmlng to ASTM.6S gnlde ,to and that ties 00 steel conforminlj to ASTM.61S ~r.lde 40. . ~ S. Welded wire fabric. sh;.\ll conform to ASTM A-185 6. Owner 1 conl....J.ctor shall verify all op:nings ,sleeves, anchou,bolts .lnd inserts. t. All reinfordnlj detalh to ~on(orm to manual of standard A<:I-315 unless deta~led othelivlse. 8. Provide spacc;n, chairs, bolten,etc.:. as requiroo to i,\ssemblu pl-.lce and support all relnCorclng In phlce. 9. MaS<)nry b<<:-Jms boltom steel must 00 no more tlun 23/4" from bottom. 10. Concrete beams steel must be no mor\! th.\I\ l"from top ;.\IlU bottom. 11. FcotlIllj and st~l to be placed 3" dwr of the bottOl}l. Bottom of ft)otln~ to be i.\t least -- .12." below e.xhtlng ~md~. 12. Lap allgr.tde s40 steel 2S"hlp grade 60 steel 30". .13. (]rout shall have a mi.l'<. coarse '.\ggregate 5ilU of J/8"p}i,\cOO at an 8 to 11111c11 slump and h.we a min. compressive stren~th of 2000 p.s,i.at 28 di,\Ys. Compressive stren~th of 2000 p.s.l. when tested in accordance with ASTM.C 10 19 or shi.\l1 00 In a((onJance with ASTM - 4'76. '" , . ';~',::Z~:;~~':' '. ~ . I J ,.,. '. . (.., . ,/',~ "'" L. t ,l.-. .1- '.._..__"'_. r'~-. ." ..... i .... .. ...-. ..--...-. I .~ · o' .-. ...~~~~~~~.- ". ....~_-. _.1 . . ..... -.-............ ......... [~.~}~.-:~~.~~_~~U\_~~. m.___~A___~. ...1 . "--i, ti--....-------.--...u GrMPlllC SeAL( 4,. MASON RY NOTES 1. All masonry is to 00 8''' units and shall conform to ASTM C90 'lYPE NI net conlpressive stren~th of 19OO p.s.i. ' 2. Mortar 51\;.\11 conform to ASTM C.'H6 'lYPE PL , with ;.\ mill. compressive stn:ngth of 2000 p. '.1. when tested In accordance with AS~l1->1 C 1019 or shall 00 in accordilnce with .NiTM C ..ny. ' 3. Cle;.\n outs shall 00 provided Cor cells cont;'llnin~ vertlc.\l reulforcil1lrJ when grout pour exceeds S'(~t in hef~ht. CONTINUITY OF V~R'flCAL RElNl:ORCEMENT 1. Vertkal wall r~Jn(orcelnent shall 00' l~ip spliced to foundation dowels at lcx...,\tions spedtled on floor ;.\Ild (olJnd;.\tlon pli.\l\s. , 2. All vertic.tl \V.\ll reinforcement shall be terminatoo in bud be.\lll at coot l<::vel with st;.\ndard hook. 'lhe hook may bo fonnllO by bending the vertlci.\l wall reinforcement or by lap splkhllj to i.\ sti.\ndi,uu hook. the hock 'Shall extend to the uppermost horizont;.,l reinforcement of the l).)nd bcr.\1n i.\nd shall be embeddc::-d 'a fl1!nhnuOl of 6 Inches Into bond be-~m. . · L,~ 1. (l tl (: bV ..J~.t>t :) ,,' D.f\ ,-rAb~t~- '5 I:: IJ (j t: 1$\\ f"r' ~ \ \ tJ ,l. (pj~ t~1 fL, r'1 \ 'f: r~ t1 C' C )~Q; r it .'/ :3 Z '7 ? 13 \:/\ ,) t..': ,,~... f:~ eh~ (' Lt..-.... ~) J' ,~ -' ~:.~~ ~_. t. t' {'r:J2... I. (' ( . -"" . CtJ"V~ I?ad:us''x 50.01) }J."l t()% -:.Jp.' 1I'f))' 11rc.1 ~1).17 . I~J(l1l9fld'~ t ~ .~ -10"'0"&) A j'" ~....;;.::. ._-.: ",:;;' .-;':# '."' -:>, DOlJ ~__~~!I r"~ (,10{'" ~ r;" . .', ...l}l,y!'~ ,':' ',j",iC)IJ,... J)E:I1VE./~ CJw;-.d O;-"!). N,/4.. r~!~!f..~l. (?),)tl)~ i'\'li ',f.,~1 .~t>. It ~~,to' "J:1.A, II r~h};I t,Jo.:i If') ;J, ~,~'r J.h ,..1. ~~a~t}' '-\0" )1 ~. Pi}. ~ri J ...... of\,) ~,,\\} ,~:. ~:)~'rI. ...r.;:J t :v,,. c ,; J t~..).:.. , (, .s \ -rr--::".. 8-M1 :5l!.~L.~ I"; "Lr:/o,l _ __'. _ ____.._..-___~._ __. ___.___.~. _ _L,.... _______,___._...,_~~_________.._..._.~.____...____..... - - -- -- - -~.- -- ._. ----- .-~ - .._.-~._-- - - -......----- -_..-"~- -- -- ._.~- --_.- (/ r.~"'t".'" ."~"~"" ".'.".'.... ~~'.' Copy Ri '\~ ',.: '" .hr..... . .",", ........." Available h---- -:'lI-:-------- J.-_...--.._-~.._._; -"~.._- ..~-~- -. -..--.-.---- ~ ~..,--_. -.....-,-.-.-..-.-- r - TYPICAL -- - --- ---- .~ -! CONCRETE SLAB REINF. WI fH NO, 10 GA. 6.X6- Wlr~E MESH OVEH VJ\POR BARHIER .006 VISQUEEN ON COMPACTEO S;\ND FILL rERMIfE mEA r SOIL ELE'I. 0.0- tf / ) (~,.., ., ;t, ~~J.._ ,.----.-... --/"'-'.,r--"7-'-'.~' -'-' p -v-- / . ./ / / V . I i t - / I ~j I I J I ! f ! ! II ./ I ,t , ~ ....Jrll"" .-*"'''''''''''.,..,.- t, ..., \ \. \. /-"'- --- 'r/ \ \. . (::?' f l ~:/r I ~L(~ ... S,l_ "'-, ~ .... ./ ,./1'- ,/// \~--- .' ~~- -.------I\f~- -..'- ..-.-.-- PA/'HPA 'VRUH ; AN(UfJJU - .....--- WOOoj.tO(OO(.lIrt. aM ~OO(.(el' bkx.k cO!\(aX10lS L"at ~atJ~'y <-o-j. l&q'i,luemenls. nus 60. ooosi~ls of sitl<;;r. unil$, with OIl s~~a!. 3.OthofS r e<Jull eo! \ Th. rWs Oual Emei:dmer.lit>. ali<~ws it\:ilaJlatl-:;n itl CO(l(./~t. C# c~el' blot.;k. . MAtERIAL: Cf'AS--U ~avQ'. l)'a': WAJ--tc ~j.yJ'l3'r..: . . - '. PA-~U ,;a~.. 2\~.'; iiPA-l0 ~a~'l2Y... f iliJSH: ~.}/ya{t;.!l<1 Som. PiWudS availabl. HOO Of l. MAX. 1l'lStAtLAIlOlt · M"1flin'1\l111 (.oooel. slse{\IJ1h is lif)] psl . .Us. aI specltiN faslefielJ; Y./Jr,. mWels have utrl'.s~e::er holes. $e. Get/era! ~;oles. · WwJ splittiJi1 rM,/ O(tUf 4'hei1 i1I'lclXlI is (laJ1",j 10 y....A less IhCJl 3"'" wi11. fr.A 'o'/ll1!?1s less tlIan 3~'. set P,\HO HO~'xwfls lot aller' Nl. r.alfiil1 conr";;UlaOO/1$, CA PAl. CPN. · PA is a sllli<Jht purlit1'~ ltiat attx.hes II) ID.tOl>> of t..'i. ~urnl\. · m is d~S~Md ICI WOOlf H:>iSIS. rial spxl~ is lur ll)jx' W I1.lJlS r on cenl/:f', to minimi.:. \t!. ctl;)IY.' of'wood s~lirJf'l\l. M3.tJ.num :~flf ..vidL" 101 rullcids is "/... . .. EDGE OISWlCE- M"lI1imurll C"'~tl. ~I Qls'allu is ~.. MinwnuIJ1 cOIx.rel.llloU lef}lo-~"" ~.jj~!~. is 2<1. CClKRUE BLOCK WAU$--rh. rf\a<:'OI'll'l elTltt'drr:enl r".,. Oil PA. m. PArM. Ml')J allows lOt f <J ~oUt em~flljll,ent ill I s!aOOad ~ co~e:. INS'JrY'f uoit. !'h. minimum ;val S~'C-cir/(;atiO(ls arr. )r". ..ettkJllebat. )~ Ji'Jf'O. at '!l" o.e; tHO COurses ':I block It.OV' at)Ij t>eio'of!?l. anchor, a hoIi~'ltJl bo-J(!d t>eaIl1'.vith tHO J . I~~ilf'. 4f/lotl). a mu.ilowll 01 t.vo C01Jl~S at>c.... 01 bek.w ~'. j,xhof'; a{ terts Qfouie.J wit." 20)) pst ~... .)o~l~~a:' Q10'Jt. Grout :./l3.'~' i'ibfa:e<J per t1l. 1~1 UOO ~ti<1112104.6.2: - 0InONS: Se. UT at\Ij lilT ren~n neS. COOES: 1(00 4'l~s. OO'.A )(00, SOC-a NlR-393; Ol<J. ':Vuntt. fl 31.0325.03 lPA). Ailowabl.le aOI (133C [:t1 &0)-- Naill [~[f~ffi}I~ 1'J41 -=- n~ - U.fir..lnWI pOflelutKl.1 kill ~ t<tJTlIOO.'t :s I 'V.I. . -..- . ..... tAl trJI va/lift m\lJf.' a miulmLd ~.t.ef thic~ltSt iJ 'ill. I ax.f!.lt If.. liP A wh~ j eqWI . miIliw\lll ~JIl1t-of thi!;1lt.ess iJ 3~. l 11~ $in~.OIS \i ~~. .1:'1 ~ lOf cO/lVOOlI' mq b. su~IlMH IrA 1Ii. ;w.i!'ie~ 151 tilmiOOf'1 ~ '3.6S " !hi !able !o.)ds. lAll\l.ao!, ~lIs /It., kOllr>a'WiIf 33' W 00\ I~ ~~,W;I rA ~. ic~lf1(\a.~ Clt ~Of weM allowtlt; (t'M' r~ · . otl'.. kiild ~a5rJtl1 ~~ !~ If.. wJ.. '. "The my ;s ~e$it,jI\M III tot i1~tal'~ .. .l' ar>iL In. ka4..tJ t.I dl\ llk'~e4 at )\e&ptI ~s. .t . ..,. ...&<<'\..... D\?-r~ll_ " .:.$...r::: ,:.....:::::..~~:o. '\.-~:"~::;' ~)I:'::~_~'.'r:;'#"%. ~'.t.:~;':':.;~_~ ....;:""._:...'1'...,.._ ~-.: ,) -' - - .--.----- --- - t \fU' ~"I _._.n -.it--'MO"---- - , ... .. N . . I'i) ....... --~--,,- ! ~ (' I':() I '~} I I , .-- -.,.-- --.--' _.- til' ~, .., r- Z u.l u:: ~ u.l a. ';( o ~ [rlU>fi ai~lfi O~d U5Wu. t!)fI)O ~ ~ ~ {) 0. '.$) \....j " '-S , () ~ , ~ ~ '1 ~ """- HUNG ~,2 .~ <1..1 ~:o ':J '~ ~Q r 2 ... f:::c~ . .~ Q ..'U .. 0 g ~ .6 '8 <u .~~:. " o ~ '1"j ~ &.J 2 <i .. r~ .~ a 'Tj 0 ,8 '~f1 ~j t3 ~ '~ ~ a E ~~QtJ~~ ~,~ g g S ,g 8 0 0 s ~ 'H ~ CJ 'r.: ~~~j~o.. 'U . f~ ~ ~Q~~~ .~.o o.a I; 8 ~ 'l"J '; J .a <U II) :.., " orJ ~ '0 (1) ~ I1J ~ 0 '1"J t:~ 'fj ..t~ &.J o 0 'J.~ fJ '0 ~~~~~ t '3 g ~ a g ,; 'e ~ ~ ~ /"~ g .0 ~ 8.t ~.9.:=.1 -u or ~ '.... rl fj]~~~ .. ).... ..o!) a ~ ~ 0, <1.) a.8'[1 (.-. .0 f3 IIJ :a d o '.':1 ~ ..a .... d Z:goooo.. '~ 0 ~ u ~ ~ t:~ .~) &.. --g , . 8.. ~ (~ C1 . Z~c1j~a~ t.U H -s (1) ,~ ~ 0.~ ~ g ij ,j ~ .~ E :~ ~ - WINOOWS UEI..Hf ' l6 V4 34 '5/&' 50 1/8 . 63 V4 /3 V4 . 2.6 V4 33 5/3 50 I/S 63 1/4 13 V4 2.6 V4 33 5/& 50 5/3 6l V4 13 V4 2.6 V4 33 5/3 $1) 1/3 63 V4 13 114 ClEAR ., X II 33 V l X tS 1/ a 49 5/3 X lS 1/8 33 V l X 3l 49 5/& X 31 .00 D fltAJ.1 E OPENING I1DtH 19 V4 19 V4 19 V4 19 V4 19 V4 26 5/8 26 5/& 2.6 5/& 26 5/& 26 5/S 3/ VS . 31 113 3/ V3 31 va 31 V3 53 V4 S3 V4 53 114 53 1/4 53 V4 I1HOO'S SIZES SQ FT. TOTAL GLASS AREA 12.& 19.1 15.0 ll.S EGRESS QUAlIF'fIKG SQ. Fr. (LEAR OPENING is 6.0 35 8.9 26 1.4 36 11.0 SSl3(( 1997 (HAPJU 10 1005.4.4 2\l" MUt. Wlom 241t ~llt. HEIGHT 5.0~. H. MIN (l[M OPlH1NG Mllt. torAl ~lASS AAu' 1ST flOOR 5.0 S.F. MIN. TorAl ~lASS MU, 2ND flOOR 5.1 S.F. .. UPLIFr LOAD CALCU LJ\TI()NS. REct SPECIl;Y ~f^INROOl~ EXT. 867 INT. 513 EXT.16tlO INT.1640 LANAI ROOI' N/A LANAI B EJ\~I N/A LAN;\I POST N/A ENTRY ROOF N/A . UNTRY BEAi\1 N/A IJNTRY POST N/A VURT,14ILLED CELLS 8' -0" O.C. 8'.OJl O.C, _y .J:i _. (ODE SllE 110m 12 19 7/3 13 19 1/3 14 "19 1/3 15 .19 1/S 16 19 1/& V132 1.1 V4 U233 27 '1/4 Ill4 27 V4 Vi,5 1.1 V4 . Ul36 21 1/4 II 31 3/4 13 31 3/4 24 31 3/4 . lS ' 31 3/4 2.6 31 3/4 ' 32 53 1/4 33 53 1/3 34 53 1/8 ,5 53 1/8 36 53 1/3 10' ENGINEI~R 01: \VORI<; 'llIJ3SE PL\NS ARE DESIGNED IN ACCORDANCE. SCIEN1ISrS \.~ ENGINEERING INC. WflU SECnON 1606 OF THE SS13CC, 1997 EDITION 1330 HEATllffi lUD<JB BLVD. 'UIlS PLi\N IS CERTIHI:D FOR ~lRUc;lURE ONLY. DUNEDIN, I~L 3,,1698 (813) 738-9025 FAX (813) 669#4360 ". . - PAUL Eo HAGLER ~f.A. P.E. H,A. HEGJ ?OlS8 ~ (1') t '0 <'1 a;-. ~ a;-. ('.1 a;-. '..../ ~ ><: ~ ~ to .~ \f.L4 ~ () ~ C 0 (t') :;B ~ ~ till Ol-)Q ^~ P r;1 c4 fti R ~ ~~~~ ffi 0 ~. ':": ~~~ ~ · t' 0 ~ ~.~)- ~ o (f") )o*i ~ ~ w ~t -1-(1) .. :J 11) ...~o _~ I 2. (J) co~t Z .. _ f'.. .JZ~ A <! C\J .~ U f'.. U. a: '--' w "2 ..: ~ (9 iI<!_ w U) I-ILU 2}-O u.. C~ WOz UcrC) W-1 00- 2~ffi "w :') 2 i5 ~I~" ""'. E o o '6 E ill (lJ m (I) ~ ~~ l;1 ;> 1) ill 0 (( J rJ) -.. 5 (] ~ ~~- -~} - OJ W - - .J <l: U. u ill Q) 1: UJ ~ --'K"--~--------- nd local ordinances. Eec.:~-!/!IJ!?? r\~_cpL Ilfl _ 5('"-A C/E ~f' / II "0" -r r- I I I i .,' I I I - ~ I 16.X16- MONour ilC FOOflNG l<EJrf. I ...'(11 ni 2~5 RODS 0 H. ON OWRS I ~ I ",i Jrf I I I -~<;"':-'~J~~I II '/ '/ f (v~> " I '0" \ /~J4~'J.. ,i~~)1- ~\ :%>' I ! . "h ,- I ~ :,;f'~'=-L ~i ) If I I . 1 In) ~ "1 : -'l7\ I "'10~'(1~'1- I I . ,.;./ -J. I" -- or- _L ~~ - - ~ ~:~t.. 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GIRDER TRUSSES SHALL BE DESIGNED 'fa l;UNcnON ALSO AS Dl{;\G STRUTS, TRUSS D~IGN SUBMITTALS AND EREcnON INSTRUCTIONS SHAlL SIlO\V BOTH UPUFr AND IATEHAL CONNlcnON LOADS RL~IREMENTS AT ENDS OF GIRDER TRUSS. 5. TOP CHORD OF TRUSSES SHAlL BH OF GROUP II SPECIES LUMBER. 6. HIPPED RooI'S; WHEHc TRussr~ USED TO fORM A HIPPED ROOF, A srE1' DOWN IIlp. SYSTa.t SHALL 13E USED. . . 1. ALL WOOD TRUSSES SHAlL BE DESIGNED AND ENGINEEHED BY FLORIDA REG. ENGINEER rOR OOWNWARD UVE LOAD OF 20 PSF AND UPUFr LOADS TO Rh'Slsr TilE r<)RCf:S DUE TO '~f LENif 100 MPH WINDS INlAND AND 110 MPH WINDS IN COASTAL AREAS. fOR INLAND AREAS OP PIN_ EUAS COUN'IY THE RL=QUIRED WIND SPEED IS 102 MPII. . --~. - . ,~ ~ . ~; vVO()D TRUSSES @ 24" O.C. ~1,' reM r--- ~ P-3() INSUU\'I"'(ON C'I G --' (}I\LV.l'..ffL DRIP __'_ t::~H-:;'n.t-.u.... I ~~ , ' \ 1 ..I J _ Pi rc.~+. ~m l"XQ" P.T. '-- ~' ~ 1"~- E-~ I~.) n t--t (; ~. , ~ ) ~ pJl./...I) (__ r z L JE_ t~J1lli _ ::~~n:~16 STRAP @ 24" O.c. ..~__8"X8)1 C()NC. PIlU3D K.c). . 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PANEL, E<CEPT THAT ALL OVERHANGS AND 4' OF GABLE ENDS AND HIP RIOGI~t THE SPACING ON INTERIOR AREAS SHAll. BE REDUCED TO 611 O.e. \:>s-rJ\. ~L B ._"-------- ---------.-----.----.-.- - - --_._.._-----_---.._--_._--~_.-- ---- SINGLE HUNG WINDO\VS J -1____~-_~--- . -~E~~.~--~!~~~'1t:!.19~~~~,_=~._ HURAICANE CliPS @ 24- a.c. ~I:~-;} /" -~. ---'--. / 120 NAILS (~ 16.4 O.C: rHUSS VEATICAL --ADO ~X4. TO VERTICAL -. WHICH EXCEEDS ff.(j' IN HEIGUT PRECf\ST' SILLS -. WOOD I;R^~IING tALL LUMBER IN CONTACT WITH MASONRY OR CONCRErE SHALL 13E PHL~SUHE THEATED. .. 2.ArL ROOF HAFTERS AND PRE FA13. TRUSSes SHALL 13E SECURELY FASTENEU TO THEIR SUPPORTING \VAllS OR BEAMS WITH REQUIRED ANCHORS OR CLIPS AS PER SIrHaN 1606 SSOC 199'1 3.13UIlDER SHALL 13E RESPONSIBLE FOR TRUSS INSrAlLATION AN LATERAL BRACING, 4.TRUSS MANUF. TO PROVIDE MlirAL TRUSS HANGERS S:tRUSS MANUF. R~PONSIBlE fOR FINAL TRUSS LAYOUT. 6.ALL H~r-tlNG MEMBERS SHALL BE WOOD MEMBERS \VlTH PROPERTIJ.:S Ll)U^L TO OR Bl!rTER THAN THOSE GIVEN BY TilE SOUTHERN PINE INSP. BUREAU FOR SURFACED DRIED SOUTHERN PINE NO.2 MODULUS 01: ElASTICnY(I,600,OOO ~I) 1.RooF UVE LOAD 20 PSF. ROOF DEAD LOAD 20 PSF. 8.ALL fASTENERS SPECWY SHALL BE [OjJAL TO OR GREATER THAN THOSE SPECI~Y. 9.ALL WALL SHEATHING SHAlL BE 1/2" COX PLY\VooD NAILED 6)'O.C. AT EDGES AND 12'" O.G. INTERIOR wrrn 80 COMMON NAILS . 10.SHEATHING TO BE PlACED WITH LONG DIMENSION HORIZONTAL AND W1TH ENOS SfAGGERED AT lf~f 32". G\L y ,l~rL CRI? -- ~ () . I ~ t (~ - I ,~ ~' , I I I l"Xl" P.r.- ~) FASCIA ~ --- S 1'(;CCO ------ 8'~X16n CONC BIK /){Z(/f} t;,Mu(., ,-. - 'L= ~.,..b..A.. _ ___... -----....------- ; _.,~:...".~~ ~~ ............:-"...- ...- ;:;:11 --tI --------- AlI.J.i VENTED --- . SC Ff If . \ 2~4- BlOCKING WI 2.160 NAILS EA. END StAGGER OLOCKINO AND END NAIL ,--. SIN<jLE h1.;~ WINOC"'S C()NC.I;ILLED CBLLS f\S SH()vVN ()N . 1:()UND. . , PLAN 1115 ROD FR()~I. FTG. '1"0 'rIE 13E.f\~l ~----- v'll 25" U\P 00 0) (1) 1J \1 J (1) (3 i3 .~ b ttl <0 · Z .~ o rJ f)J (1) a' (0 , - Z t . , --~,~ --'. ---.. \) ,\). ~ ---~]'. - , .-- I ! - 2-X4" WI 3.160 NAILS EA. END @ 6'.4.tO.C. Sf1XCO ONIWIRE LArli ~ ~ ~ ~' , , " --...-.. vvaal) Bf\SE . . . . , . , r. _ ;~. 4"C()NC. SiJ-\B REl1'JF 'vV / . - ~l'~ L' NO.10 Gf\.6"X6" vVIRE _ ~.J.~.. ,~lESH ~ .. - . ~. ;--;: ~r v;--.-;---;-r-r-._-:-~.-;-.. -. '. . ;..--:---; .' . ,. I ~: -. , ... . . .".. .' , '.' ',. \. .; . 3lm'~':" .[ ;:..:.;' 2"~:' -::.:.; ~;lr~fir~ri5';r~Jr~~'~~rr~~ ill '..: \,/.;, :: /,'\ :~' .,:.... '--' .006 VlSQ9EliN -.r' ID :__.;.~: .:':.. '.=. ::'. : I~ 'COMPACTliD SAND FILL li S li,~nEili'~' ~ '!'URNlrrE TREf\'r SOIL ~_/~" --t ' 16"X16" C()NC.~ION() POURED Fr(}. 2115 R()OS CON'l'.<)N CHj\IRS __..IN8rALL HfA 16 STRAP @ 24. a.c. 2"X4- f.16" O.c. 1IZ" (OX PLYWOOD SHEAflHNG NAILED 80 f 6.40.(. ED<iES & -- 12"0. C. IN niE IT?" fIELD. ~ 112'" XS" J BOLTS ~ - ~'-0" O.c. --~ _.~ eASE PAta A~"<1CJ.;T~ 1"CO.''1(. SLAB RElNf WI , - ., "~ I -'.. _' :L:.r~.10 ~:G'XG_~WI:E,~t (~)De --. . ~.~~ 'ii'" ,". .J.-' -.--....:.....-'-. ..-......:~ -~.~ -'-"'t .. -'t~TCf1rG:Hrr8ilJ::." ',,/~, '. ...,' :," (':-i<i:;:-r,~!3r.:i;li!~T1T~1;J..;1.1Gffi " V '..../.. :,.. , ". ..~... . ~V')Q 'II~QlJHN , '2.~Lill~ ~/t"" .:. ~,,",~,;.\~., d"-.'-- (o.~PACTEO SAND fILL - IDJ' .. .:-:'" '. 0 C; "'------ THJ-11fE TREAT 1 rei:~r,' IG"X1G" COliC PCl;REO fiG, ..L-( lIS ROOS CCtH.ON OV\IRS POd_ to \..,)':.t3 ~ . .T~~~ICnL WflLL SECflON SC/lLE j/,."..I'.O. ~~...~- - .Ji ... u A~ ~ .. lLi --- :JARBlE SILLS FASTENERS All.. l:ASIl;NI3RS AHJ! SPECIl:H~D AS .HUGHES MANUFACTURE TYPE 13UT MAY BE SUBSITITUED FOR' SIMpsON TYPE OR ANY OTHER MANUFACTURE WiTH EQ.UAL OR Bl(fTER UPLIFT SPECIFICATIONS. - - R-ll lNSIJLATICN ----lll" ORY~ALL 'NALLS .---.-...----- CONe, F1LLEO K.O. BLOCK CaNT. -. It .. . -t- ,---------..- -.----------..-,/"-----'-.. ----- 'r 91{;.\DE ----~ -- ~ rrl~,,\T~1 EIT~ rr~ll 1& T, -- --j-- !j , i '. '": . ~ .. .' '.:.w.= .:r";0.", ,~~~T~.4,:.P::-:.7 \ -frf-=~ -- JL~~~:--. tf'{ . -'t;tlopCJlaU;' . _-g~f5. r~e"ut"J& PtH:Y___, .........-,----....---~_...',... ......-- - -- . ----....--------- 11il'x-~: ANQ{O;;o&EMB(o~"J>' . 16" @ 4~.O. o.c.. / '. I I I TYPICAL ( I 4. CONCRETE SlAB RElNF. wlnt I NO. 10 GA. G.XG" WIRE ME~H OVEr VAPOR BARRIER.COG VlSQ.UEEN or- t COMPACTE.D SAND FILL TERMITE TREAT SOIL ELEV. 0.0. I L~2_-J ___vr:/ZZZ'"LLrr//;cLZl~~! I . 1 G.X16- MONounll~fOOnN<3 REIN ;f-----LJ ,~)'/H.I~21#.~~~~_~ CO~+ ON aWRS fl.~~!..t)!l~7)'O,v. ~tJ1~J . :s(~_(~__~t~~ ?'... srpuJ)/l.'e..' /&~-rAUe' 1;1./ t/J END DETAIL GABLE DE ~"rl\u.._ (~ F1 J) F'~(,A~ /;...;,:; ,;el J If-/<''''''''t-: -~.:.-;;-...::::.::;.-::;-=-~~. ~'~~.;,;,..':':-~,:S.'--- ~ E} ... . ~~.~~ -'.1 I} ~ . .........~- ....-' ..,..-/ . ~---'---. ~~>- ?f" . '. ......~'"'.:~:~, -- 'r~ '.' /' $/~/:.C--FJ . f" :1' ~"'~';"-"-""_'S':. "':r~""';:-'~~ -"-'"1 I j: r ,I 11 ;/ ,I 11 L.- l-~-- --.- --- -; - --. - --------- ~'1 - . . ,. _ ~_ _ .J .:) ~ .. , ~ '" ..... 'I'~y.P_I(~1\L . W j\i~L SEC'I'ION SCALE 3/4"~r~-o,~ ...._---------::..=::.:=:::;;==::;...::::::::--:;:.,~.._------- --=-.:;;;::==:::::::--..:.:--=.::..::::::-.:;:;=:=..;-=:,~.,.._-:--...:=:.:-...=:.===::..::-;;:=.::-~- I \ ~,: : r-- of- uN Q) (1) .c UJ ---~~ ~t /' (/ ~.iS t,..~.,...,.. -n.. _l'o.__\...q_v- lV <" .. \J~~~~_':_u.' -. :;:.r- - .15" ... " - ~ -..... ....". ... u()~ S I.. ~ (:;;rzfli~ c-; -- I 1, ~ 6 I' I . 1./. t" I 2,'~' I I t ,f------:..-i I :;;;-----~.----{ ,,--~------_._~. ".---{ ._~~. F'tc/2~ H t1rJ I * ~--~~-~~----------"''-''''--''--- ~ . ,.,~~...) .. '" ;/ ENGINEER OF WORK; 'lHESE PLANS ARE DESIGNED IN ACCORDANCE SCIENllsrs '-~ ENGINEERING INC. 'Nrlll SEcnON 160601; TilE SSBCC, 1997 I:DITION 1330 HEJ\'l1IER RIDGE BLVD. THIS PlA.L~ IS CERTIHED FOR SlRUC::IURE ONLY. . DUNEDIN, 1~L. 34698 ~ (813)-738.9025 . F/~,( (813) 669..4360 /. .. It 't- o # . ~ ,-< 'J:i.1 " ' ______,.______h____._______...-:.- PAUL E. II1\GLER ~f.A. P.E. ' FLA. REG. 20158 ~eolJr Gle V!4 -riOJ..) ----.------------- :i~;;~Ii]~,-::i:Q' ~/.r).~~J(ffi. \~(2r~?i~~~_.. _._ Pc..v.0t.. ~'o()$E