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HomeMy WebLinkAboutBIN A-3 PERMIT 5204 ! - -- -.. -- .~ " ... ''0', " ~ ~ ~ . 53 4 --,---, i------'---,---.--------------.-------- -.--.--, -- ,--.---,----,- -.--.-,-,,------ - ..- -----'----------.-----.--..----' " I i I I I I NOOK .(:>- ~y < ~ ~}3'1."r',~I. im'-J1:" t~AU[JDf~~~ -=~;;~. 'fWY!' ~ '.1 {-~--,-. If) 5 ' 4 [) @ . ---.::==,~- .?rj'~1',lilt;i'0,'iVI ,""'~=- ",~ JJ " @ J , /( , 'I' 21 4 i , t,-- 8 0 V ~_. , .r-----.--------------.----.--.~..--....-~--~.---.----..-~.--.-.-.--------.........~-._.--._.-_._- .---....----...41.- ._~- ,~_._'. I' 24 I'I' o . -----.....- ~'-1 ..__ D E f./ C '-6 5 if S- 134 (~ (' l/t:IL7 I/-/ALL d6/N,c- \ L-I'~ I i iJ~ ';"1 t. '-- it"S I (j'i,., ) , t~/~)f3t:.'} ,4C.I 5"(0 fI('()l<: c;, I'tN ,sOIl't../ 6/....} . 51 /~l /./.5 ('/, I /-1 ~,,--;/ I (, -':3 cI ^/,1.' L 5' (T III. t: ,<1(.1-1 13"....'/ ;/C~ '1 (" ,,' "', ";,.' ( /I ""./ j 8 }", -V Cr /l ) //(.' TE ( , S tl/'t)E- -;J !t tl (, C5 ,StIE,IJ2y/A{.t.5 ('S~/r:'/l) (l Lt..,! {J -/L- - I "+f ~ 7 If - '':>''1 V.j 1..,., (It i.'r.' ~I!l ~' I'ti.' , ~ '" ;. (} 0 'l'l~' ~ 'LJ ~ B E-]) BFD 3 ~:i ~~( VA UI~ cJ,L9 l7J I~, I I I cJ -,~ i I " I 01 , I fI')i -~ "" 4 2 - -- [ ~ ,,~ o / Cl ' " f - (, o t;~,;,\".~"J J... l-", -AL " ! (oj I , I f'l) : i -1:.J I -f~s~ I ~ -~'f- 1'1 {l. ~ : f' ".\:) 1---" ....._-< "" ,q- i ~J ~ ~ I .~ L~ ~ lJ)- l'tl ~ 'C ~ \) :'J '< J tJj t(" -t lP :..",.. T~ \~ .~~ if) ~~ ''" ( \ \,~~ -----., ~ "> , . -I ,1 , 2 - 0 f , -g CD \"CfE~ W90~~~ 4X~l WO,)O posr \-...::;:;:~:.::::=-==::::.===:--- '\ n==- eN/; I I ~ 8 1 ~j I ,t~Q 8 F '~rr 2- I liU1 -~-- ^ ^J I I I 01"; ,- . (- . 'j rL..... ..;~j:~ ",,1', ---==--;n- 1 ,,>- eN ~ ,/-----------------'~' r ,'~AT ~j~, i~- :~~ 25 ,. ", ? c' 0 " " ~" " __ -0 l- I) 0 8 ' ..)'\ ~ i /L!-1i..1r-//V,1/U' ~'~ _..__ 5,-: X _?-~-=- s~_r JIl ItO,1.HJViEE__:. -i Q. 1(1\ [I -=== ---- ,riil :i)' - I" ......../, CJ Q)I "p p-, -~-r:--.",J..,---, I'" . , :..:-- - ':~ ~~~~J!! -.2, 4 T.-------~~.- :~ I v " V {> @ .). @ / o p (11,-", II cO 5 lL \I ~~' ~ 8Q X68 5GD j 6QX 66 SGD it 1;;:-.:::----- ....::;:- ~_:-:~~:~-:. tI6-'~ '~-.-'i(~c:'-,.-.:.~f..~:~~-----~~ Mj =. ,B:-.L-----:jF~ I .__~~ i .. ! $ 1 0 ~ 0"" j-. -------- , '=& -.Q- , AF./~~~~';~~;/~, //L _.._, h __.__+.:.:=:_, ~ '1' 4-_4- ~- .@ . -<1 ! f\) <.J1 (j) I ~ " .WALL DE TAIL__ I ::: I 0"" _:---:... - ... -.. .- -- - -;:-.- ._"": ,- '0 (\J ~11/\STFf~ BFll t.Y,[\J1IL_Q..~../'V' 'LVAULr CI~,j <r ~ 3' 4" J_~__.~__..___13 '_,-I" t;1W-~lt- -If----= j~ql.'. ,vf~ .I" ,p-':~ "I~ " 8.~; 308F:~;}~0 :r:~'m ~ 4 ? n 4 0 14 $: -T~ M1--.-- , '=-f--tF- - ' f - --- I'I' i !1 ;;;~;~ 7 (0, -~i- '~f -:If'~-'~ -!j <\ ~tBAl5EIL..~ ~ J '--. ~ l-)BAHj . \,! 1,'51< I L1VI~J(j I\OO~I ,,~ ~t~#f]j~ ~_-'_&--_-=- t1<>H_O)E,--i r.- ~,; 11 (_r.~~ .." \ <- 2~~' '01 It (' 41.J. ')"'NL _.. l'l'J ' i i \ I ~ ff)f.J ~ ! I / I" Jt t=:::: 30 )= - ~.1 rJ I I :0/-__.-" ", ./ \ I ~- '1 ,:;-- ",- ~"~\'D~ITJt-. ---lliILff:__l -~n ',.-..,....._""''''''~~j .. '.. ~.'-' 5L I',{, ':JL ( t r-:i;,; Na.t.t'-':',~. ==- j " == .;>.f~~~lf:;':<*.. ,~p { '';'i' ':{f."..:/' -,. (I rUE :-;;>>S";~f~:[ 25-'~~~ - 2lS ~,~-~-_a:f -; Jb [_c3~~"" - ,',,/ . ~'".- ,,'" ., r\\_ 'v - J - I f".--. , ~ .. :+=.-~._-t '\i ') ;1 I . -- :,----- 'I r" c.. ,t IN FL'X)B 12' ....' --=--=--:.==.:._-. .---_. ' FN'fRV _/ --- 2 S S H 2~ ~ H - PI' <'~ '~w , J)LNJJ~LC; JlQ_Q}A tI (jl ,j m II <}I t..O If) IJ~~ , ~ " G.:n':laJ Notes; I' 12 0 ", I~ArvliLLROQ~__ " 1.1, All r.:inforcing st~d shall ~ ASIM" 615, Gr3d~ to (min.) q -:9- t VAULT ~ , r--.. 11, Anchorages shall b.: hot..JiPl-x'\i gahauil<.'d, aftd fat>ticalk>n p.:r AS I M A 90, " CD C' c .~Q (" -t> N r f\) l~ ~ .. I,), TnJSSes shall ~ \ksi~1\.'<l p..':r Sl3C anJ IPI ~lXxi~kalions and c':ltiIi<.'\i by a Professional Engin~d regiskr<.'<l in lh~ stat~ of Fk"ida. BrJ(ing :-'lXxiti<.'\i by lW [lUSS manufadurl'r (inkmal to 1I1d llUSS s)sklll) \\ithout fa:>kning insuu((!ons shall t-...: faskllN \\ilh 2-16c.I nails p..':r ~ilfing l-x.int at lTOSS bra<.ing, IOJ nails at :r' o,c, along slif1"'l1.:rs (ie 'L' ,mJ 'r bracing) ;u1\.l3.16J nails toe-nolllN oll...nJ b..>aJing c..:\nn<.'\.tions, ' f'-. tJ) u. TIUSs.:~ shall ~ br.xN in.xc\..rJ:mce wilh th~ TIUSS Plal~ Instilut~'s HlB.90, WALL DETAIL NOTES: A. 1/2" COX SHEATHING NAILED f€-t "tOT€. l, 1 STEEL PLYCLIPS. # 15 FELT AND FIBERGLASS ROOF VENT AS NEEDED. SEE ELEVATIONS FOR PITCH. B. 2 X 4 SUB FASCIA. AND ALUMINUM DRIP AND FASCIA. SHlIIGLES. RIDGE " " 'J ~ UI V ~\J , l]) 1'0 r: 'I.I 15, Windows, <::\krior Jo.,->rs, garage JO\)rs anJ oth.:r \<.'nck)('.pro\id\.'d <:'kl1-.)(, cladding shi)ll comply \\ilh Sl3e s<.x!ion 1205 illduJing 111.: Je~il;:I1lTiklia sd forth in th~ following wind load notd. 1.6. All stl1Klural hunt...:! shall ~ 112 (min,) SPF or Syp, C. ALUMINUM SOFFIT SYSTEM. SEE ELEVATIONS FOR OVER H~NG LENGTH. D. MINIMUM R-22 INSUL~TION IN ATTIC AREAS. AND MINIMUM OF R-19 IN ATTIC WALL AREAS. E. ENGINEERED ROOF TRUSSES. TO BE VERIFIED BY TRUSS 11ANUFACTURE. F, S I ~ PS~ N erA . 21.;" . fa J"1 . · L "NA U. S LOCATION. ANCHOR AT THIS " 0) (\j ___Ilt: .- 1> I :",:',\ .~' U I'\~ I 'J) "" _/ YiQ_ 41 \.7, .\1I10:lJ beating fratn.: "ails ~hall ~ ~[uJ ~rnJe (m.in,) SPF or SYP \\ith ~uJs lit 16" oe, \\ith a JouNe t..:'P plate, r vp plat~ joints wll be lap-$pIic,,'d a minimuU1 of a" at1J fasl<.'l1...... wilh 15 . 1&1 nalls, 1.8, Al1lle'l.I-100d be,tlil1g fr,ul1e walls shall ~ ~tud grJlk (min.) Sl-'F (of SYP \\ith ~1uJs at 14" 9,c. 1.9" WinJows a.nJ ~IiJin~ &lass .x..:\rs tSGll) iJ11U3S('!1J)' \\alls ~hJlL ~ f~knN to I '< 2 ,PT bUlk slJips \\ith i8 x 31'" \\\)1..-..1 sm:ws. 3 1X'f ~id~ f('f \\indows, 36 to(al for SGD. Faskll blKk strips to m3SOlU)' Wilh 1O.J CdSl; hard~n<.'\J na.ih .)1 tnds :inJ S-' o,c, each ~iJe. ~ V , rr 21. ~sigJ1 Ve1cw.:ily = 100 Mph G. POURED LINTEL WITH 1 EACH 5/a" REBAR CON FOUNDATION BY VERTICAL RODS SHOWN ON PLA~~NUOUS AND TIED TO If. PRECA$T OVER DOORS AND WINDOWS OR METAL TYPE LINTELS. t. 1/2" CEILING GYPSUM BOARD, J, CEILING MAY VARY DUE TO TRUSS TYPES. K. ALUMINUM SINGLE HUNG WINDOWS. L. P.T. FIRING OVER 3/4" TUFF R INSULATION BOARD, 1/;" GYPSUM PAINTED AND FINISHED PER OWNER. M. MARBLE SILLS. N. WOOD BASE AND TRIM. O. CLEAN COMPACT SOIL THAT HAS BEEN TREATED. P. 4" CONCRETE SLAB WITH 6/6 10/10 WIRE MESH AND 6 MILL POLY. Q. a""x 16d FOOTING WITH 2 EACH 5/a" REBAR CONTINUOUS ON'CHAIRS 36 OC, WITH VERTICAL RODS SHOW ON PLAN. R. a- BLOCK WALL WITH STUCCO EXTERIOR. S. MASONRY WINDOW SILL. T. 5/a" VERTICAL REBAR ON ALL CORNERS AND EACH E~iD OF SHEAD AS SHOWN ON PLAN, I' ~ WALLS A~, -w- 1.11. Garage door ~all ~ fJ~kn,,'<l \\ith lllalluf~turd"$ tr,a<.k br~kds u~iJ1g 114" x 1.112" ~,,-lleaJ lag bolts fully scatl'd in 1 xl (uun) /12 Se'F \.'f Si'P P r ..kx... jambs fast,rk.'\i to lilk'\! tna.'iI."'uy ('tIts \\ith tllf"~ (.)) 112" ~tK'f bollS (2" Jiam, \\a~h"...,) 1X'f si<.k NKoor boIlS may ~ Cdst.itl.plJC~, qx)'\y S<.i or \\,,"-'g~ l)l:..e \mh .1 Uli:l!lufad\If"'f's PIJ-Il-oot (apJCily of '150 pounds (mill). GARAGE Wind LoJ\1 Notes.. 22. Sp..xi[katjon:J = Sl3C 1991 including 1992 ill1J 1993 3JJ':I1Jluns, S<.XtiOll 1205 R\X.)fl.kad loaJ (uS<.'\i to (akulat~ uplill ~esi~l:tl1c~) '" 11.& psI' 23. W l~ . l\ ~i ./ 11_--- ?- t; ,16 "X -1' GARA(;E DOeR ~'.~ - ~J:=. . - -~._~"'::'_-=---:::'===-=----)(-"'--1i -"'. ".\ .!I IOr-' ~.. .. - - . u' ~}- -------,-.---.-- .~. 2.1. Ma....uUlun nd up1i111X'f uu~s beating C..>ru1<.'\.tion '" 386,llbs, , , 1~' 25. Ma...unUlll nd uptilll-x'f girder bear;l1g C(.nn<.xli<.>Jl = 1656.0 Ibs " ,0) 2.6, Fa~tor of safdy against oWI1tul1ing = 1.5 ~ ,..------~ \/,.; CJ8~1-E;.- WOW ABOVt:_ ,I ~CIRCLE TOP ABOVE c _ _ _..__c=-_--=>=-..:=.=,==-_-===-==---=='-'_ 2,7 Ma\,ilfllml unit shear at roof Jiaphrag,m = 2093 pIf. 2,8. MaximulU Wlit \\all shear at midhdght \\all = 533,9 pIt Q) "- (1) : --7L------".L--- 2.9, RoofSheilthing: r~kll 1502" AP" Rak'\i Sheathing IXfp<::nJicular to frillning 'lith &t nails or 0.113" ~piral shank P-nalls at 6" o,c, along pand <.'dg~$, 12" o,c. ak.og inknn<.'\iiate supporls, / ' / _ / . 'l , ;"" ~ "/ ___.-...!i~~_-,-,_~_____-.--.-{~~...--,-~~,~~-~-~------+?- 0 ~t " I', 6 0 I' 1'1' 2.10, E,krior Sheal11ing: Faskn 1502" .\PA Rat,,'d Sheathing to teaming \\ith 8lj nails or 0.113" spiral sruu\k P-nJ113 at 3" along the lop and botk)1ll plates, 6" o,c, along lXtlld <.'<lg~s, I r' o,c. along inknnooiate su}--,.x>cts, Nl <:'krior sh...athing shall <:'knJ from !.hoe bottom plate: to 111~ top m':lUb.:r ol"l11e top plat"- Pro\iJ.: 2 xt blocking \.>Jg<:\\is<: al?ng hOlilonlal panel joints, 2,12, Enll)' Coltunn: Entl)' column shall N bUIll.up (J~orati\'~) sU1TOunJing atl S" x &" lilk'd (<11 maS(.>ni)' coIuum consuudN in acconl':lIK~ 'lith lW Wall ~taJl, Shu:t I, +- 20 o , " 2,1 J. 1/2 Gable End Tmss: III aJditil'll to th~ bra<.ing :-'l-x'(ili<.'\i by th~ lJuss manufU\.iuc\:r, the boltol1llhc)rJ of gabl.: \.'lJ busses shall be fasko,,'\J to th.= m3solU)' oond beJ11\ \\1lh HugheS LPT As \\ith 10 - lo.J x 1.,112" 113\1s each at 32" oc, along th~ insid.: \.>Jg~ (~f truss 00tt...')\l1 (hor..., . . ' Pl.ANS REVIEWED"~' mATE ~g ~ 2-3.--95 'BUROING OEPT, APPROVE~ / ~'" S3 4 .-_:.-_.______.________..-.___L__~~-- / ~ ELECTRICAL NOTES Bedrooms: Smoke detectors shall be added inside and outside of each bedroom and wired in series per NFPA 72. Ba throoms: Receptacles shall be GFCI protected per NEC 210-8(a)(1). Receptacles shall be GFCI protected per NEC 210-8(a)(2)~ Receptacles within 6' of sink shall be GFCI protected per NEC 210-8(a)(5). LAI'//1/ L 11/11'14 C /'/71<- \( ~111 t2llc,E 107/1 t.. 22/ / J ? ~ 35 '; Z- D ----- C~IF~ls-rOf~i-~F~F~ RE~SIDENCE ___"__...-_____.___.____+v_~___..___......_ __.___ w_ ~.__...~___"___;.__....~.......-..~._ _._~_ .'_.'.'" - -......----..---....----......-.-.-- - -"'.--'''---'----- - - -_. -.....--. -------------~~----+.- :- All rooms: Receptacles shall be installed per NEC 210-52. Outdoors: Receptacles shall be in stalled per NEC 210-52(e), 210-8(a)(3) & 410-51. Garage: 2lf 711 Reviewoo for compliance \\' 1 tl > \\' load pro\islons of Standard Building Code (SBC) S~cliQn 1205. 1991 edition including 1992 a ldunlS, otly d. i!lJ1 dulllenlssh.1l be tIw responsibility of tbe <OntMelO'. t II') r r' , , lames c. Mo. P,E., Date . _ 42501 5CAlE APPROVED BY DRANN B' r, w REVI5ED Kitchen: O""E r 2 r. 9'- Q- .?- ~) Service: Shall be bonded per NEC 250-81 (c). Washer receptacle shall be installed per NEC 210-8(a)(2) or be a single receptacle. F-L ()OF{ Plt\ ~______0~ ~:____.__J ~___Q I' --~__:'--:'=-=------':":_~-:::::':--...:::::"'::::::::":::":':'::':-"':'-';:-:- -. - ._~--.- ._. -~~ ::::"._~:.:=:'--'-'=---_':.:';:::-:::''7..::.:,::::,"...::---=- - -=-=--=-.--::;..::.:. ~:...:..:::..:..=:: "::_'___ DRA''',NG NuMBER - Washer: ',t.> G (\ ~ I\\'~ "', "', i ... ;' , " I C) \, rq " 0) , (1) ...' ~ , lD ,'" o , (J) (\j ~ ,~ L() \, ; , i ~ """ I,,"" /'/ 21 l~ ' '8 0 24 0 .___~,~___________ . . _lL I - V _ _ ___ _~'___"___"_''''_''''_______''_'___'___'_____ -------------------------..----------------1---r-------.------~-'---- ,-- --. .. , __ c/'-j Be.. I) /' 5'/ ''-1/ S {~;-I t f; 7' If 1 /z~ /~,,.~~:,,<1/'-5 " . I/'I rr...., 7 (7//-' I 1- -0-- I I I I I I 1119 1 t -- -.- -- ..-.- --- --r.a---==---l ==---=-=fi I .u _.!4L_________._______l~_____~____________...@~ -- --- _ ,f-- --- u.______ - --- lul // .~t::/'/t'l/f=.f ./IS UCt/ltL, I I [/~/ ;J !.~':J /1 c.,[ )I',--,) I- / r Cr.. ,~ ' Ii" ;:"/ t; , II ,.t),,;J U "I?L -'<," f) ,,' ;J/.) '~,J-: ,.J 8 v !"-; 1--' I ' I " f::- v,L t. A;/ (Ijl}) 1___ 5.-.-'/ ())t / & " /-('('" i' 2 - 115 e ,.1,2::: ('('1'1/ //1//\/ (A/,: Z 5". J . /' 7/ ,,,,' r c ~. ,<-:) C,:' /1 ,/ , " , I / 2.)< <-02, 0/1( 1:' l/I!.~:.) f ,,"'1,/ , __ I....jc. C I-=- 1 II · II -- I I I.r> 1.1 I "'," t:> ;' t. , , o c:: 1-/ L ( 5, L /",1 J.t.../A (( ;' / .' :'/ ",.. 810 110 ! ~~~: L~ /1 / c> C8-E ----- II __:=I[!f---l" ---~1 --: ~l~ - * -- -- iiir~--=--=::-~ -- --- -- .-- 141 ____Jl...L...__. 11 _______ .. ---.- -.-- ---- I v- I -- "N- 1M II I ___ _ _-I L_ , \.- 1f i \ \ \ I I III I 1- -'- I I I I I MI I I I I" I -.----~_=~ I Ol -IT 1~ t 18 . - -- _4_ --- --. ~R I I r / ,/ / ~" 18 8 II ',,, _____-/ IJ /t'iVC -) {,II,j' 1(: ;S'!'/4 I_I tJN ('{[A/V', [>c",~/~'/lr /L";J J. ;f.E...l/C.''..l .5'.;,.... e (>"II'JUt' f j/[ I IV;-- ""/ & ~(" - 'r./ /, f '..\/ t, 'i 1".11;-/ ~ C""/V />: dt.,,) ,,_ ~, I- /,,! )C~/J3 / 19 "I' 4 " o , @ ,-- --, I 2/4~/ I -I I L. J~' I~'.]I d (-4'-1 I I_~ -11I- / ,/ /, ,~, /" ,,/ 16/ 0 ~ 8 0 f2 0 1 4 5 0 ------------~----------------,- ~>----.-t---;r----.~.-, -----. --.-,{' -- . / 1'" 2.0 0 , / 53 4 I' ----t--~---~-~-~--.--- . ! I I I FOUNDATION i PLUrvlBING PLAN ' -- .----------=:===------.-- ---_._-=--===--=-~-=-=---=-==-=--====---=--=-----=-=~---=---=--=-=-==-::-~-;:-.;~-------~ -~---=~:-=--~~~-~=~~---~--=~~ -~-'~'- -- ~--'-'~,' ~----- I I [I :71 ' ( -;1< \I I" fI --~: .H------ i I I --1 ..-t ~ I ~I, . I I I : I It, I I i I I ---I ~ ul I II I I I II '--~ .-~~ i ,-_I V1 --J ~ " ~ ex4 block:1"9 (l?dGluise) i! 48' oc. top a.r"ld bottol'l fl,.st fa....,.. (4) f,.o.nir"g oa.ys ~ go.hle er"lds (i,Yp), , Fa.stl?n to top a.,.,d otM, c;-,ordsIII 3-16d no.'ls Ctcl?...o.!ll?d) eo., Imd. 1/2' gyp, clg, boo.,.d III 5d cooler no.lls @ l' 0 c ;!'.iC,I-JL"l. fir!' r----;.;. /-1/'-,,(, t:JI <...-.....__ __ -- .) /Y' jJ S: iJ E. 711 / 2. ~- / ~ 'I(J/yJ~ 't/~l/L s \, jJ r..' ((:,/ i ,<; L;JI/~ .....( /-) -/t.):I ;.//JI( -:, r! ,-:; p s ~ t - C/'i'../ ( 1 y/J ) ._--"".~ _. ~--- ~--- ---- -- --- -- ,.-- ~ p~ ~-- 1---- ---- ~--- 1--1 - \.~ ~. /,r l_.~,-- / ~ ~ / ~ I ~ / ~ ~ --~-"-b ~ I ~ ~ L_. _ V \-- / F[ \ \ /" G1 // /'" \ \\' a: 1/ t'~ el '" w ~ V v~ ~ "\ S; i f ~ /' t 5/Rl f R II. V ~.. "'- : Ii / ~ I / ,,_~_:~__~! I / ~ I / \ \ '" I i I ; \ / "" / -tJ I \, "" ! -r~f .~~ '-df / "'I'-. t' -- ~-- --.-~--- -<p. -.'---- 1[- .'.~-:. c.. \ :f ~~~ '-j<. I--=-- ---If ,. ~ ;( "={'8'RCER ~." ,~c, ==~.-.---.- >-. =~_ - FALx - GABI_~'-<------ --- 1- -~ - ---I __.__=_d_.__ t ~fif\L?_fD 1.- -- -~) -- ~- ' , c:::~-J,uT--}1L~ .. "".. l=- ". ", ._~ ----_1 I 2x4 'v bro.cl? tl 48" o.c, - F (\s tl?n to go.bli? studs .1 10d no.ils @ 6" Q,C, r: 3" (MQ.X) LOP ~ btM, ~F~V Hug;-es lPTA 1S.1 10-10d x 1-112' ,.,o.iI5, ,>';S;i I 32' 0 c. (1500 lbs to. tl?ro.l co.p. I 1533 los l,;ptif't co.p.> ~ .~ I 10 GABLE END DET AIL r -~--- (/ ,5/",(/,$ "AI 112.5 -I Ii. '-~ t!I'/"J II. 5 C71p) . - - -1 -'1-- I I I \ ... -,,,-,_., ,",---- .-..; <# - I I -----.~-~."':,..- { -- 1 - Sir>pson HI0 'III 16-8d x 1-112" ()Q,lts, c'.IIS" rQsten 15/32" APA Rated Sheo.th:~g~ to go.ole l?...d tr"o.M:no with ~o.l sno.l'\k P-no.!ls @ 6 ' oc. a.lc,..o po.r'H?l l?dges. 12' o.c, 0.10"9 :t'lterrwdio. tl? svppor"ts, Ploce sheo. th:,..g f'l'Jsh ."Ith Masonry I - .------- .~ ------- ---------------------1 ..--,-- '= t ___--::..-------'-----.-......--'---- .".-. .---------''- '0' ~-.'-'..- ,.--- ,,--.,-- ........, - "-0 ..., -_.~~ ....-.... I _,_~':'__;:~__--=::-:- >-= ,,' ".' ___~~'~~~H _ ___._, I-- ~ ___ __ 1--- - ---------~V~&~~~r~!~~:_~~~-~=-=-~__~_ r----- . - ----- ----.- ,--- ,.,-'~'..- - -.. -~ . '- ,J.. _~ -+--___ ___ -o" ..._~_.. ______________.__ _/ _.-- ~>.I---.-...----->---.~-- A~ ~I /--~~,,~su;-.~ ___ = ~ ~=====~=___-_. ~ HE.'~-~ 'l (.';, -- ..--. - -r-------/.-- . --- --- - '~/l "l, \ r c\ Mi\ " ~. ~ C Cd ,ll)t-"L- / E. ('Ie) I " /1 ! /1 I , -~ 1 -r I / I r:J ~-, --- ------ ._-- '--'---"I ~ --,--- -_. I , II 1 I _. V / / ---- -..- ~ / ~ ~ ~ "'- ~ K~. _ I- \ ,-- 1----- ---, --- --- -.1----- o " // '2 0 RAISED ENTRY M f:CJJAN I (AL J- {~C(> I:: PLAI"J -..-. - "'='::;'::-;:"~:"'..::~~--;;:-.::.:,r.:~-::.:; ;::'~ :':;:;"~1.~-~,J.,7.;"".,,"""_:.:."_.,.,_,...,."'__"'~O:_,~,"''''= ...,""',,."', W,.-.""'-- .'~ ..' .. I-\C I\R E A It\l -rRUSS ----------..._,.._--_..__.._.._.:~..........~- Re\iewoo for compliance ,\ith tlle~\ind load provisions of Standard Building Code (SBe) S\;.'(tioll 1205, 1991 .>lil;oo including 1992 ,"1~1 r~n'. 17t~kl"'"(' shaIl be tl,. ,.sjlQnslbilily of tho conlractor /' JaJi~$ Catal / ,P,E, Date No' 507 , ..-'-J" C ~lF\1 S-r()p~IER F~E~3J DE NeE ~-_..~-._--=--===:-~~-~:=::~~:;:i:\....--..====~-===-=:=---===-.:-~..:~~==-~=-~~.=~--- - SCALE APPROVED a y DRA.~N BY R y.J ~EvI5ED DA'E 5-c6-gc DRAWING NGMBER 2 ~ ~IDGE VENr _____ 5 t:t- rlc 7C Z, /~' /J. ----!- (. I :$;;~-l -; I , .-.6.--- ~- --.--- ~- -...L.-. - >---- / ~--- - '--.'" "-...._~<-:,:'::,....~ _.- - --- ~,~...- '~.... "':::'':''''- ~" ~~-- -. - ,~~ -~- ~-- iLS0 ~~ . I ~--,. ' ~/ 0::: . . ~ --1----,-- ~' '- --- - -- :-...: r /~ // v- ~ ~ ~r~~p fF ~r- ~~ ~-,.... '" ~- -- --- " //1~. " ~,~ -=-- /{S[2J- "~-- \ -- -- \ I I -- ~I I 20 -r1 01A Y VARY -, ~ 1__==_; [~] [=-J=~--~r~j[_- ~-ll i [_J~~. C [~][=_=J [C?] _.~ ~~--:1 [][=] --~- J ., _". \ ~:r-__..'fn:;_~ -'; J:'.vo ~...--'-;;'''''-7;"?,"~;':''-;';::'' ~.::.:_;:.~~ _:.~~_ ';--, 01-1 I.D[J ________.=_________________._______.._.____~.__ ~_ __ ..,_. _ , ~~J IllU _~ 1:'_. 12 RAISED E~Tr~Y ~ / 10 RAI5~Q WINDOW AREA -_._- ._---,--------~--=--~-_. FRC)N-r ELEVf\fIC)N -.. -.---- ._~~~ -~._:'_-~7;::::-_-_~ :::~:::.~-:;;;:=~.._- -- ----------- -~---- .=-~-::......:.:--:::::::::'":.::--. - -:- .::'-:=:-:-::-=--===-:'-:-==.. ---------- '~:~.:::.> .---_._.=~--~,-~-..',_.., - -. ~.../~ ...,~-.::"'-. ,. // ~- '----':::S: ..--- , - " I. .....///' ...........~-...... //';;...,>/ --"::"" I -- .,,'- -- .--.--.-- --.--.-,"..- ./;;"'~ ....'::::--:::: --.--.. ,..' -="._- /;:::;:::~~. ~"I_.:---=' -=-~_ - .-,,=---==-----.---.-- .-.-- /--:::-:::/' --" ---------.-- ''',,-' --- - ....--::;::---::::;:./- -------'--- ~;.- ~ ---. -.=- -- =~. ~:--:-,:.~~~=~"'=-~:~:~- . '., -- - -- ---- -- ~-- - -- - - - -------- -- -------- -- ---'-' ,- _.._-_.~ ..- - -,-----., -::. -"-'-_.-~'------ ~~~~~~~~--'-- ---~ ~--...,_._~-----~-_._--_.~ -,.,.~---~~~~~ ~fE =FF I r-" " ~~...~- - REAF~ ELEVATIOf\J . u"_ _.. .....__ ....._. '._"_'h'. ~~~. --~~~::-:-::~::.:.~:~~~~-:=~~;~~~,.=--=-:::?~~=-~-::---:-_- ~--~ -- --- / '7 ()) o v___ ~._ ---J , ~, , + I ~~-- -'I---~---='::"'- - -- - -, - ."--- ' I ...",/' ~ ~ -~~- '" ~ -~, 1 ~ __ I - - -.-- ._--- --..-.--.- . ~._--_. .:~--~-:::::.-=..:--::.=":.--::::.: . -- f--- -- I ____ L.___. RIGI-'1T ELEVATION ..::...~;:..::;::;.._.~-- ---- - - ~_.- --- ~EB ,IE - - - ..... ----- -_........:=-;..--~--~ ~ , 5' 1::.1:.: lit ft-- <: 2,/0!:. -;.> I;,>> _ .; / L' ~ S;-II:.E /" I )--.", ~2 C; /1 t..?C L (-~ /IJ) i 1 \ \ \ \ i i ! -_. ~~-~-=== i---~_~_u~-'- .::~::=_ .---.., '~""~-~.- . ._-~_..~. ._-:_~- -=- '. ~ ::- ----= - -.--. ,.,~~ -----,.~: .......::-,..... ~.- - ~~ L.- -_. *..--.:-....- -.__~_-,-~. __~~ -=-::. >-J 1 -0- I , I =:=F --- ,- F~ - .---- I -- ,-- I--- -f-- - ,---- --, ,-- I --I t:=_ - = -- -- --.--.. -,--_.. .:_~..:_~---:--;_-:.~=.:.~---. r ~--F_L F' '-_E VArIOf\J ..- -" -~ ~-" ~ . - -.:..7:.:-~.:.=:.::.-_-:::=._~::~:~~4~:~'~_=-:::~-5_~:._=7~:::=':~.~:.-*-:~:-:: ~.: >:--:~ -~ '.:': ~ti8IS rOr)~{t-_F~ -_.~ ---_..-.....;.- - _.._-~_..._--.. ... SCAlf ...PPROVED SY R~'ti~\\'I.'d for compliance 'i?;ilh t . dId ' , '. . \\ 1 oa ro'tlSlon - .'Whon mcluding 1992,;;;[19 ad ,dum,. ;J;j0' s O~,St~dard BUIldIng Code (SBC) Section 1205, 1991 ( 1/ ' oJ r IgIl e l;l11l;nts shall be tlle responsibility of the contractor, ;VY d (fr . James 9:~10. P,E. Date ' /0; 12501 (/ DA1E5-27-9S RESIDF-NCE DR...,.,,, BY n w REVISED CR..."',"G N\JMBlR 3