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BIN A-5 PERMIT 3159
'I . .. ,'" " I J ,:1 I . , t " .< ' , . , l r . i :' l ~ \ ;," ; v.>,, ~' ,. .. , :,:-e )' . . ~ '. "'."" II _ II _ 11- 4-" '.. . ,," ill , << ).. .r" ".~' . ... . ",' 11 .1 - ! I REQUIRED RIDGE VENT(S) PER CODE ~ CO ~ ij n 11 ~ ij DO ~ ij ~ I] ~ ~ 9 <x> 0 DO ~ 11 U I] fl 11 ~ ~ n I] [I n VINYL OR HARDY-BOARD FRONT ELEVATION LAP SIDING EXTERIOR LEFT ELEVATION RIGHT ELEVATION co CO CO ~ ~ ......I W 0 0 ~ I . () Z - r\ en et: 0 I-- U ~ I-- Z 0 () W ......I CO <( ...... ......I W et:: \,U ~ I ~" - - II '- --++- II JI - ~ --* 11. - II - II --++- II - 11 - ~ --++- II II - Il - --.+-- --++ .. - II _ --++- --++ .." ~ .. .. It - --++ _ u """'!'""-- ~.1 ~ --"--++ I I ,." .. ALL WORKSHALL~~~G P~~~~~~LEcnuCCOD~:U~'D CO. YRT'" ; (< OR')1"-1,\c,,~E. CITY OF ZEPH ,c.L-. ..." _J, ".k 'WVIEWEf:8gD fJ.," , ~ / ~ _ / .1./.-::. vif ,s;tL-A ') OATE~ 'to -T\'PPROVED ,. ~(' 8UI~C'\NG EP A U ,fl-!( C\J.UftUNDtRSTAAO$ TP.AT THE CESIGNER CARRlfS NO L!A8rUTY INSURANt! AND THlRUORE " ACtR(E$ TQJ10lD ~i[tf1..E~S, lCt~N:f'f, ANO OHEt-JP DESIGNER fR(lM ALL etAl MS, LOSSES AND WU.Sb{IN'VlVOING PtA~wel~ATTORNeY FEES) ARISiNG OUT Of OR RESULTING f~M ThE .'; MQ)(C.TIltDtS.l~.. fft.WlltlNGOOO FAITH ATTEM?T TO PROVIDE ERROR FREE COt-jSTRUCTION . QMWiOO$; ~r Iii tilt Evrut tR~~s OCCUR TH€ DfSIGNl:R WILL NOT BE LIABLE FOil CoST Of , R!fiAtR$ 9R OELA't T~TH( 0NS,TRUcnort . ' -'0 . 'I ;. ~ + '..": ' . I : ' KICK P TE 3"X2"XO.070" UPRIGHTS REAR ELEVATION Office Copy oU\,~ (.O,~'f .';# f' 'I ARKAY ENGINEE.RING INC, STRUCTURAL ENGINEERS Office C()py / D~lr31'" f/7//{ "l ~ fjtll J>t' J vJ I HERE8V CERlif'l: THAT THE CONSTRtiCTIUN PWlS-SHQWN HEREON ARE IN <XJM?LIANCE WITH THE fLORlOA BUilDING COOE 2001 FOR 110 ....PH (3 S(CONO GUST). go MPH FASTEST SPEED. , i i I , ' I . ',; r' .~ ~ , j rl . () z ........ J , J-i ~,e Ci ~-, ~ ,~!.," j!583 d~i' ~~~5"" ~~~~ ' 1iQ~g :a~;;~ ~~~~ ~UJ8~ ~~.~~ ~I'A~ ~~II ~>.. > a)-lZ , ~:i;! . WS~a.~ I'Jffiffi~~ ~(/)>~~ ... (/) W ~ 1-- .... r- O"l <( ~ __ llJ ~ .-1 {) ~~~ o ~<r1~ U) ffii~ ~ ~,~~ o<J ~ i~ $f~ ~ M~" Z ~ _ ri CE:: ~ ca Z lJJ r- ,~ .~ 'I 1 o j::, we( <9<10..)-...1 Z." ~., .~..., fX .' '<(" :::: .....1- ""'" 20 -- (J)WL.:- ...J. ' ,-' ~~8~~ (t)~~ ~ ~ ...- w ~ ~ <JJ ~ ~~I it N i J '1 ! ~ ~ i ! I ~ ~,. .,...... r:. . 'c. :;:,.,., .. .. _ . cl llJ ~ z: ~ w ~ e, ~, (I) <<t Q 'ik'. . ..... ~:~ .~4~f, ~':5. .........~'N~ $~ "~fr .1( J'. "I". . ~- i ". :,i -:.",' JJ.. .......'..i.- , . " / " -, '.. .', " .~ "7 '. > .' "" "',~ . ~ '. , ~ i, 'i ,- I 4" (' ! . ". ~: , \" f :1 i I >1 , r \1' I"} J ~:~ :11 "f : J , ~ l ,"a: :", - l. t I l ", j'. I" . :. ~ :~: i I '11.\'~ Au..~-rnfl€Ap p.w ~ SIMPSON "L TT20B" ANCHOR @ EACH SIDE OF ALL WINDOWS & EXT. DOORS & (1) @ EACH CORNER OF THE BLDG. USE S/S"Xr (1/2" BOLT) RED HEAD EXPANSION BOLT WI (1) 1/2"X2" SQ. WASHER TO SECURE TO SLAB THROUGH BOTTOM PLATE, Fill ALL NAil HOLES TO STUD -PACK W/1Od X 1 1/2" NAILS. ~ ,~;' 10'.4" ~ 1 i21,2PSFI 25 SH I'a 28.0PSF I 11'.6" = 0) , N ..- BDRM #3 b/) - 2,0" L6 ___u~ uu___ : f~ ~ 2'-4" :-Y-6" ,v Ll 000:0<< I>, '\ I[ ~ fiberglass I~ < IWl"'" =-0' ~ T~ V : CO I M ('t) II , I II II II II II I' II I i i I = N , M ..- BDRM #2 \ bf : I I . I <;> I M I 2' 11 0" . L. I 1ft .--- 5'.0" J, 35 SH 1+2O,7PSF ~26.9PSF 14'-4" I. TYPICAL 2X4 SIDING EXTERIOR WALL: VINYL SIDING or HARDY. BOARD 7/16" PLYWOOD SHEATHING 2x4 STUDS @ 16" o,c. R13 BATT INSULATION 6 MIL POLY V.B. 1/2" DRYWALL TAPED AND SANDED 1 " Wi (;tl~l' lJNDER$TANDS T}lAT Th~ c..~~GNE.R CARRlU NO llABIUtf IN$UAANCf M1Q ~(RHORE M~H~ TO HQlIJ ~E.(p.U:SS. IOfMNIFY. Ml) DEF~D (>lSiGNER rRO~ j\tL ClAIMS, lOSS SAND tXJ>WSU (INCl\JC>jNG ~!ASONA8tE ATTOfSNEY fEES) ARISING OOT OF OR R€SUl TING FR M THE , "ROJt~T. we PfSJGNE,R w.r~t. lri qQ!)O' AIT~ ATT~PT TQ "ROYlOt ERROR FREE CONS~RUCTION DRA\Y!N~S,J~tlT Jf1 ~~ f;vtNt ~.Ri Q<::ctJR THf DESIGNER WI(.l. Nor $t LiAJ3t.E FOR q)ST Of' Rt?Al$5 OR pE\.A1!O flit CONSTRUCTlQtf. . . i j , I , , ~ ".r~ .J'... , ~.r I j c-c.. ~ -1 " , " .I 1 23 SH r , I ,.---~ o H 0 I I I I I I :11 I :. = 0) .' ..- ..- . 1'----' I " I . I : (~hw~; ~ - - - - . -: . - - - --=r T ..... I I I I , I I I I I I , , I I I I I ~ 7'.10" +2T8PSFI -23.6PSF I KITCHEN a ..- ..- , F--.. ..- 48'-4" ~ ~ u _ _ _ -u_ u - - u - .Uu - u --P~ 2X2 PB-<;'; : 3"X2"XO.070" I UPRIGHT I I I I I I ~ I t , I I I I '2'.6" . ~ .I I 1 rl = 9 b ..- ~ , I , I , I I I I ~ 7'-6" r+20.,!tr~i'" 5'-0" SLIDING 1-22.0P6F 22' .0" 14'-10" DINETTE r------------------- I I I I I , I I I I I I I I I I I I I I I S> L - - - - - - ~?~ ..tr.a!'_c.?~r~n~__ bJ ~ I N I ..Do==a-'Ir 2'- O. ------, r+20,7PSF 1-26.9PSF = q MAlBDRM ~ I~t. plant shelf above 11'.4" F~MILY ROOM K 9 '-10' ~ f+20.7PSFl 1-22.5PSF I 35SH ENTRY 6'.4" ~ ~ __u___u__-__ I 1[\ h g~~ I I -"l V 2'~ ~ u--. +21,8PSFl _ _ _ f?;;\ ~i~_e~ _ _ _ _ to "0/ (>00 ~23.6PSF J V 3'.7" ) ~I.~ <;J J, VAULTED CEILING AREA O~ 5'-3" JY:A ,_ 1<0 · I 8 <;> I _~'-~ 1/4 o x.H' M-tin trusses , b , , , , "', , , , , .. , , , , , , , , '/'\. I A TTle ACCESS WI PUll DOWN STAIRS " , 3'.0" '- +20.8PSF -22.6PSF 4'-10M = o ..- I 2 CAR GARAGE -- -- -;;;:--- - - m;? " (.., <t~ ~V$S ..- "'-- 31/20'& ,l(.3V~. pS (" Pt6'1" V Ncep... etJ oS Of 6i tue~ -. ---- .,-p.vSS ; ::::-:::. :::: -~.:::::: :::; :1::: :S::::i :::::I:!~ ... -.~~ -:: -==:==::::=2==:=_:_::==:_~ DBl 2"X12" #2 PINE BEAM / ONE lAYER 1/2- PLY. WOOD IN CENTER 13'-OM FLOOR PLAN t PL-i ,3/~',)(ut4' 1 (l.tfe) f.,v(, t3eA~ t2~~65:;; 16'0")( 7'0" GARAGE DOOR 12'-6' )f 21' .0" ~ = 9 to J: ~/ = l' N ~ 1 ~~ ')~.v \~(/ \ DO \ . ~7/~ \ " ,<r:' ,- SCALE: 1/4" % 1 '.0" ~ :! !! ":6 a .3 ~ " <.), Z - uf hi' q'I t,I...I .-4 . t- ~. <( th -- w....~ <..> ~~~ O 0(>)..-4 ,^ Q::...J ~ V.I wll. (/) ....~~ <( ~~~ o(S. ~ ~.~ ~ ~~~ Z Nc;:)' -- .... 0:: $g cO z w r- ti5@ !j~~ " i~~~' U.~~. ~~~-~ i"i'ti.J~ -~~~.~ Q)~~~ ~~o~ F~53 ~ W8Z~ ex Lt., ~~~~ ~~~$ Or ~~I-: 3 '" f.t ' 3t-~ "'~a' z>~. ~ ~(J)~<( I~nt ~ ~ ~ J o - I- w<( <!) <D o..)...J . , z<(Za:~ ;; ~ ~ r..O ~. _",t) 2 .JvCJ)WF- ~~@~-~ ~ ,,- \ 2l 'I.. ~ ~ ~ ~ ~. ~9. 9 ~~ ~ i ~ ~ ~ ~ ~ is t ~ '" '" < 0- r ~ t 8 ARKAY ENG:NEER,NG INC, STRUCTURAL ENGINEERS I' "- - ", I' .'". ./ "'_ ~.."; _ :, ~_ ,-; ~ L ",. "" . Jill. ~f 4.i . .. : ~R )J" !: ~iJ\} < .' 8t. ',,~ :, J .'1 ili '~II"I~ Iii; :d ~ ~B'~j t, . "Ilf.. "':r:...-,~ ~ " .,'.,'_./-, "..'. t '~". ; ~ .... .......1-.. . ,r~._ _. ~ ' .;.-:.:ti ~ "".' "'.' .. ,".., '.' - "~"',i... " .:f fi tl:l z <3 z w ~~ "~"".'.'~." No! '.' ~ rr . ~, ~.~:, . ~~.. c... t"f.'"..' ~- , '#:\" ~ ' .."" o Z J.:. IJJ J.tJ X (/) ,.., " ~ ~ ~. .. , . , . ". . " ", . ..' ,~ ", .:.." ,. .-1 " .' "I " ...., " ',,-'. : .j' , ," '" ,1 " ,.J " ~ .; .. '.0_' ~ . {~I{ , , ' ,; ~ t .' , ! . '.,,'., . ).':~' r. ." I r-' 0, ",' , '. ,'i i, t ~. :' t, . , I. f '" ~.;: f." ~'i.~, j t' , ' ~ < ..~ r .' ~ ' i; f' ~ \'. "' !: .. I t ~ ' I i I I , I I . ! ; -. \, - -.......... / ,'. ,\', \ 0 \# ~ t;K.. -r/ '- .. ,~ fR ~~~ II ~ 'O~~1..I / 't;\ 0" ' ?t~ / '-~ ~." ';.T;\ \,~ ~ ~~>,.,~ .... '?(RJ \V~ ' ~. r;)-~' '-..... '-... VAULTED CEILING AREA "'- " " " ""-..0/ /" ~P~. \ \ \ \ I I ;j.=--" ,," , I , , , I I I OUTLET FOR ~ OVERHEAD GARAGE . . DOOR OPENER ALL WET AREAS REQUIRE G.F.L OUTLETS. ELECTRICAL PLAN ---- --- -- . i flit CUE<<, T. UN,OESSTAN. OS T.HAT T}1f OE.. SI~N[RCAR., ,~f,S. NO. llA81urr INS,UAAN~E A.NQ i-HERUORE AGPEES N ~O HElP\..!.ss;iOEMNlff, MD Q~H.NO DESIGNER rOOM All CtAIMS, LO~$fs ,l,NO E~E.N.sts (lNC\.UPJNQRtASONA8l.E ATTORNEY fEES) MiS1NG OUT OF OR Rf.SU~ TING f~M T~E . , ?R<lj(~f. rnt: otSjGN~R Will IN GQOO fA1TH ATTEMPT TO PRO.VlOE ERROR FREE CONS RUCT!ON . .' QAAw'tNG$..~!Jt In hif):~Et..r, EAAOR~ OCClJR THE DESIGNER WILL NOT BE LIABLE fOR, s10f . RtpA,l~S 6R DlLA't TO nil! CONSTRUCTION. . . ,.' c""'~, . '.~- .... " . . .'. " ; . I '. j.~, " .!J: ,'~:~ 1. .,,!...,. :"~ .. : "~:;" '. RJ/ ooe p;ece fiwglass unit ~. ';).\x. . v... f$)' ~O /'\' /0' ~~ C7 ~ 0" 08 d- "-..., L I GJ]"----' I I .1 I I ,.---~ 0 0 I \.----t----__-J I I I I 1------4 I ----- I 1 , I II II II II II II If II VAULTED CEILING AREA ~~!~~~jE~!!~~~~EE!~E~~E!E!~E!!~E!!!E!~ MECHANICAL PLAN RIA I D."" M-fin trusses "'" .. , .. , .. , .. , ... , .. , .. A mc ACCESS WI PUlL DOWN STAIRS SCALE: 1/411 = 1 '..0" [I] ~~ "/ /""-.. co ~ ~ :1:f: ......I W 0 0 ~ I . () Z - r\ en 0:: 0 I-- () <( et: I-- Z 0, () W ......I CO <( ..... ...J UJ 0=:. ~ ~ ffi ~ ~ , , ARKAY E.NGtNEER,NG INC, STRUCTUR.&.L ENGINEERS PE 31296 .~ /, '-' ~i1vl (> , I HE [BY CERTIFY: . THA T TH E CONSTRucnON PLANS SHOWN HEREON ARE If" COMPLIANCE WITH niE rtuR~OA B'JI~DI~G CODE 2001 FOR 110 MPH (3 SECOND GUST) . -)0 MPH fASTEST SPEED. .,.... ".' ','~./J. ;' . "J,. ""~; .,.~. t . , , .~ t., ,1 ", -~ ~ j ~ .-4 . () .z ',i t13~. . 2~~;l ~i~~ ,~~.il ~.i~~. !Ur ~~~a ~~a~ h~~ . ~!z "I, ~~ ~~~.~ 3(l)~~ mh~i ........ ... (/) W .~ J..- a\ . <( . tho ...:..;. , . ~'rl () ~a~ O,Ocr1.... , L"\ Q:: ,-.J, ~ \I~ UJI.I. if) .... <Ii~ <( .~.;1 ~ Q(j~.n ~ ~.~~ Z M _ r-4 a; e CO Z w J..- '.. ::.. . "~" -l~ .- ~ ~ '" J i . ... ~ ..' . o i= <!),. ~...~~.. >-~,' z<C ~<( ~" .p....~ " .c(c Z 0 ::i(!)(J)W~. ~ ~ S ~ .~ ,,' (t')~.....,CO .r-' " "M" <i"i ", , ~ .1(, ! [J ~ I .~ " ~ 9 ~ a <.0 -1 N \ -, ~ >' (\J l- I :G i I :.i 'i fi .... ~ i! ~ ," t \'--.. '.. H'\' , , . . . ....... . . ;1 :,~.;; . .. , ""J.,.," "...., ~ "- . """, .' _.~ ,;.;',... '... :1 ... . ./ " . ~ . ;: 1 ", ..'1:1; ,f,. 't . , :', , " Ci IJJ W z G z w ~ ~ a. ' ~i ~,.' ~. >Ji"~~ <!> M f}:: (1. [iJ '. . ~ 't "j -.- " . '. ,. . .-~, "' " " '~ '-.,., . '1 <<::: ~ ," 'I ,\ ') , I I i i .,.'. ; i . I I I I I I I ; I I I I I I I I I , I I I I I I I I , I I I I I I I I I I I I I I I I I , I I I I I I I I I I I I I I I , I : I I I I I I I I I I I , I I I I I I I I : ALUMINUM: I I ROOF PLAN , I I I I I : PAN ROOF: I I ~ , I I I i'- 3"X 12"XO.024 I I : (TYP,) I I I I I I I I ALUM. PANS I I I I I I I I I I I I , I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I , I I I I I I I , I I I I I I I I I I I I I I I . I I I I I I I I I I I I I I I I I I I . ~ 1/ / ~ , / ~ , , I / ~ , ~ V ~ PR ~-EN( INEEf EO / RC OFTF USSE ) ~ / - ~ I\) - 'lJ ~ ~ V r -< ~ ., ~ (j) ~ ~ m , ' . / -i ; / " ~ ~ ~ 0 " :.;. ;:t\ :t V J: =ij ~ 13 -i ~ }J / c ~ Cf) ~ (j) (j) / / / / V " . . / / / / / / /"- , rl. I-'L Y UI."........,"' / '" - - / "" 7' SET BACK HIP TRUSS / ~ " / ~ , , v ~ - i TIiE Cli (.Nf. UN Df,RSTAN DS TI1AT THE OESIC/lE~ CARRIES NQ lIABI1..fN tNSURAN~ AND mtRtroRE AGREES TO OOLO HElPLESS 100MNIF'Y. AND DH~NO DESiG(.tf;R FROM ALL CLA1MS, lOSSES AND EXPENSES (lNtLUDiNG REASoNAl3lE ATTORNEY FE(S) ARISiNG OUT OF oR RESUL TINQ rR~M THf pR(lJ(Cr. nlE DESIC>Nffi WftllN GOQO fAITH ATT!,M?l TO PROVIDE ERROR FRH CONSTP\JCTION DRAWINGS, BUT 1,1'4 THt f.'V[Nr ERRf,)~3 OOOJA 'fHt DESIGNER WILL NOT BE liABLE FOR 4>$T Of' P,~PAiRg OR QELAY T9 fhE CONSTR\J(;TlON. ' ~.'.. ,-," .. .. ~ . , " , ~ . & Of M M ~---- SCALE: 1/411 = 1 '-0" patio slab wI bell footer 'e)')(g' w,~ (I) ~ 5 pCeAl'- c 9 b T"" 1 I I I I I I I I .r- -------_._------------_._------------~-------- 22'-6" I I I I I I I I ,------------------------ & 5> <X) 10'-0" 15'-10" II 9 ~ ----------------------------, , I I I I I , I ~i;ii;iii;;~;;i;;;ii;;~ii;j'; I I I I I I I 14'-4" 13'-0" 1 - -------------------------------------------------------------- -, 21'-0" 48'.4" ARKAY ENGINEERiNG INC. . STRUCTUR.lL ENGINEERS I HERESY CERTIfY: THAT THE CONSTRUCTIQN PLANS SHOWN Hf'-REON ARE.IN COMPltANa WITH THE FLORIOA 8UllDIN~ COO! 2001 FOR 110 MF'H (3 SECCiND GUST). 90 MPH fAST~St SPEED. 1- M "'1' co CO CO ,..... ~ ......I W o o ~ () Z ..... en c::: o I-- () ~ I-- Z o U W ......I co <( -- ......I W et: I i V) :> o '1" " ." ;; '~"..., - Y;.,' ,~: ,. -., "'.' '~ I r-O . 0 t;s8 Z i~il' .. (/) "~:Sl w 0\ ~~~ rl l- rl 0\ " a~w <( J. li~g rl rl - ~~K. 0 ~~ " M 0 O(Y)rl l~~~ U) o:rie ~. ~8aO U) ~~~. <( ~8~ ',.. O~~ o(S, h~~ ~ ~?t~ -~g -f' . ~ ~ 0... il~l~ 2 "~~ ~~ ~ ---. ri. a; e. ~,~~~ ; en z iiiii w I- ~ ~ " I Q w~ <D(?~>..J ~~~, ~g :J~USw..... <.OogC'J(() C;;~~~~ T- , T:- ~ ~ ~ ~ '1"", "-~'. '. , . ... .:x- , .... .' .' ,"' " " , ~. '". 9 t"~ ~. c' :i: ~ .~ ....J ~ -") ,; N l- t Jl I I ~ i ~ ~ I . r\ ~:/'.",;llt '':.1 i . ," 6>"" . ~ ' - ...... :'1' .'1 ~ . ~, ::1 ij' . . ' r4 " ." ~,I '\t ; ii' f . ""iJ~ I.. ~ll~.!j . ~ .J.....;'a ~'. ... .......~.'lltl '.l.: ,~<l~i~ >, C'>i:';'ot-. '.i l~<;.~f ~ m ? G ~ o z, .... ill ::c (/) , . ~ ::>~ ~~.if -,.' =I:t; ~~~i~ (L f2 ~'.'~ ,"" . ~. '" , .< ,'" JiJ.- 5 a :a a a e'9 t..:.'~ 0 ij) U) <no ~ v> 5 5 5 :.> l.tJ ~ l.tJ W ~ ~ IX 0;.: , C~N~RAL. N01E:S: rr PROV!O& IJ$P OR S~ 'tSfA21' (NA n..w W 1'114 16--10 d NA Jt..S) ST~AP fIE: Af E:A~ 51W SOIL. r~r<MIrf: rr<~ArMf:N1: n THIS BUIt.OINa rlA3 ~N OE-SIQ.JW TO Cor-f-Of<M TO l}lf: f1..ORIOA BUlt.oINa COOf: 2001. N<1..AY E:f'J(;lNE'f:RINC. me.; A ~E-G13H:RW. I,ICE:NSW. ft~IOA~ PROfE-S3IONAl. STRUC'flJAA1, E-NGINE-f:RINa COWANY; HAS APF't.IW "AAf!0NA1, ANAl, Y3IS- fOR 11-{: STRUC11JAA\, ~3ICN or fr4!S SiRUCllJRE:. we: BUIl..OrNa (JNG1,LQINa Al..l, COW~NTS AW ct.AOOrNGS) ~AW, U: ~SICNE-O F-OR TI-{: F-O\..l..OW ING SlIPf:R Wl'OSW 1..0AOS: ftOOf<S: 1..1Vf: 1..0AO - 40 P.S.F-, ~AO I..OAO - 10 P.3.F-. GAAACf: 5t,.At>. I,IVE- I,OAO - ~o P.S.F-. Of:AO I..OAO - !O P.S.F-. INHIAI, son.. POl~{NC TRE-An.f;NT $;-IAU, ee: OOt-f: AfTCR AU- f:XCAVATION, BACKF-IU-!Na & COM'ACi!ON ARf: CWP\..E:Tf: (PE:R roc 1816.1.1). ANY son.. 01SfLJRBW AF-TCR TI-{: INITIAl.. T~ATtJf:NT S;-IAl..l.. U: ~-TRE-ATW (!NCt..LQING ANY eoxw OR F-ORMW ARf:AS) - (PE:R F-OC 1816.1.2). OOXW AAf:AS IN 11-{: CONCRf:Tf: StAt) rOR OOTAl..l..Af!ON or TRAPS S;-IAL.L ee: MAOf: WIfH ~NT MeTAl.. ~ F1..AST!C F-or<MS. ~NT F-ORMS t-UST ee: or AN AOE:QJATf: SItf:: & ~TH TO a!MINAlf: ANY 0ISi\Jr<BANCf:: Of- TI-{: son.. AffCR TI-{: INli!AI, f~Al}ENr. (PE:R F-t}C 1816.1.3) A MIN1MJM 6 Mn.. VM'OR BN<r<IE-f< t-Usr ee: INSTAU-f:O 10 PROTE-cr ANGAINSr RA!tf-AU- OII..Ui!ON. rr r<A!tf-At.1.. OCMS U:fORf: VM'OR BN<r<ICR F1..ACE:Mf:NT, Rf:-fRE-Al1vf;Nr S;-IAU- BE: ~QJ!1<f:O (PE:R F-t}C 1816.1.4). AU- BUn..OlNGS N<E- Rf:OJIr<W TO I-IAYf: A Pf<f:-CONSiRUCTION TE-f<Mnf: TRf:AJt.f;Nr (Pf;R roc 1816,1.7). AfTE-R AI..I, WOf<Y... IS C~f::1W, ANY t..OOS€: WOCQ N-l) F-!U.. MJST U: RE-/v1OVf:O F1<OM BE:1..0W AW WITHIN 12 !NCI-lf=S or 1}If: BU 11..0 !Na. lrtlS $;-IAU- INCI..LOf: AU.. CAAOE: STAK.f:S, TU6 TRAP OOXE:-S, fORMS. ~ING AW ANY O~ GaI..U,.OS€: CONTAINING MATf:RIAI..S. (PE:R f-OC 2303,1.3) NO W()(1), Y~TAi!ON. SltWS, CAAOOON<O. TRAS;-I, f:TC. $;-IAI..I.. U: BlJRIW WIf;-lIN 15'-0- Of- ANY BU!t..OING OR PROPOSf:O BUIlOING (PE:R f-t}C 2303.1.4). 8d COfvt.1ON NAII..S AT 6- O,C. AT WGE:-S 8d COfvt.1ON NAII..S Ai 12- O,C. INT~OIA1E- / ./ ROOF- WGf: uS€: (3) USP OR SWPSON 'tSTA21" STRM' Slr<AP flE:-S W~APPf:f) ARcu-.o ~ (NA!t..f:O WIfH 16-10d NAII..S) E:-XTr<A 21'X4- C~ BRACf: W)--f;N Q-lWtl:Y PRO..l:CiS ,. -1- uP iO 10'-0- MAXItvU-1 AOOYf:: ROOF- , ' ". ..' -' ".' / '/ ' ~ ~t 9~ i ,/ / / ," , " , / ./ / ,/ . " " ...' ./ .. " ,,' /. , P AAl IAL. ROOf- PlAN ROCf: / , .I I t / I 8d COMW NAIt.S Ai 6- O,C" 4- O,C, AT GABt..f: E-t-l/WAl..t.. OR GABlf= iRUSS€:S. 1/2" PI.- '(WOCQ WlTl'i ad NAIlS AT 6- O.C, ~ I,lYf: 1..0AO (iRUSS ToP ct-IOr<O) - 20 P.S.f. . 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I-f:IQiT BASW Lf'~ Sllf:: COWlHONS PRIOR iO POt.JRtNG TI-{: f-CtWATION J.W CONTACT M<<.AY E-f'J(;~ING ~N MOr<f: THAN 4 CaJRS€:S N<f: RE-OJ!1<f:O, r<u~S ~OW ~ATrW ~I~ TO VAU,.f::Y F-1<AM1NC INSTAI..t..ATION. A f"OLWArtCtl SURYE:Y SHAw.. ee: PWfOf<lJf-Q f#) A COPY or TrE:- SURYf:Y SrlAI..l.. BE: ON TI-{: Sllf:: fOR 1H': W!1..0INa !NSPf;CT~S USf::, ~ Au.. Pf<OPf:RTY ~S S;-IAl,l BE:: f:XPOSW f#) A ST~INa Slr<f::Tcrw F1<0f.4 MAAK.E:-R TO M.AS<Kf:R Ta Yf:Rlf'Y 1l-f: RE:-QJIRW BUIt..OING 5f:1BACK.S, MASONRY WAL.L.S: X 6' un YE-U..OW P!l--l:) VAI..I..f:Y H<AMING (lYP,) E-W NOT E:-XPOSW TO wrw 2- X 8- R IOQf:: WARO 2aX4- VE:f<T lCAL. SCAt) ~ 48' O.C. (MAX.) COt\N. WI 4-160 NA!t..S @ iOP & USP "RT j- OR S rM'SON "I-l~y 1-IJf(R!C~ ct.!P Ai BOTTOM. 2- X 6- (/12 YE:-u..OW P!l--l:) r<Af'TE-RS @ 24- O.C, USP "r<i3' OR S J1JPSON '}i3' 1-IJf(R. STRM' ~ E:-AQ-l E-W 4-160 i~ NAIlS ~ R IOcr: WARO E-f'O VCRi. SCAB u:va cur TYP. 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BE:: PROVIOW (PARAU-a ro 1)(: MAIN F1<AMIMG ME:tJUf<S) IN H..OOf</Cf:II,!NG ASSf;tIfll,.IE-S St:PAAAiING USE;ABt..F: SPACf:S. OfV.fTSiOPPING S;-IAu.. BE:: CONSiUClf:O SUCH THAT l}lf: H..OOf</Cf::!t..ING ASSf:MBl.. Y IS e>r<OK.f=N uP INTO TWO OR MORE: ~OXJ}1ATf: N<E:AS Wllrt NO Ar<f:A Cl<f:ATf:R WAN 500 SQ. F-r. A rr IC ACCE:SS: I f1E:-RE-BY a-~T rry: THAT 1l-f: CMTRUC1 ION Pl.ANS Sl--lOWN ~f:ON AA1: IN C()tv4flt.lANCf:: Wl1;-1 1rf: f1..~tOA BUII..O!Na COOf:: 2001 F-OR ilO M.P~. (3 S~-cONQ) (. )5~T .~ q.o MPH fAS1~~1 SPf:W. J 1 / . tII/I/~ ~!CHN<O L... IC.lOOE-' · P.~. 1137r 1 fit/, t'f OAlE:-: # AU,. F1J..M)INC. f;tf:C1~IC~ ftW tJf~IeAL R~-1N3 t-USl ee: Ca.f1..E:rf:, !NSPf:ClE-O Ate APPROVW PRIOFl T() l<E:<U-3f~ ~ HVMtNa fNSPf-Cf!~ If' oe-S~W, E:-GUNAl..f:Ni COf-<<'C101<S MAOf:: DY .A.NolaR Stm..If:R MAY ee: USW IN F1..ACf: Of- l)-(: VSP' ~ ~IW$Ctt ~CTOR3 SrlOWN. A TiIC SP ACf:S $;-IAU.. BE:: PROV lOW W lil'i AN lNTE:R lOR ACCf:SS OPE:N ING NOr t..E-SS WAN 22X36 J'.NCrE:s. ACCf:SS ~NING S;-IAI,I, BE: ACCf:SSIBlf: AW PROVIOf:O WIW A 1..10 OR OE:VICf: il-'lAi IS &A:3It, Y ~MOVE-O OR ~Nf::Q. \-'t'H":N tJE:CHAN!CAI, f:au~NT IS INSiAu..E-O IN 11-{: AilIC, IT ~AU. ee: !NSTAU..W IN ACCOf<!)~ WlfH 1~ tJtCHANICAL. COOf:. ACCE:SS IS NOr RE-G\J!f(f:O wrE:N 1a Cl..f:AA ~IaHT or 11-f: A1TIC SPACf:, Mt:Asur<f:O Ai nt: ROOf Pf:AK.. IS I..E:-SS TrlAN 24 ~S. POSTS S;-IAU.. U: (tee) PARAI..t..AM PSt. MAlf:RIAI..S MAN..f'ACTLJr<W t)'f fRUS:3JOISr MACMIlI..AN (OR f:G\JAI,) , ,: " ~ " /1 ; ~~~ '- \'l;t ~ ~.,.~ I ~:2 ~ ~ ~ .c( ~.~i~;~~ ~ ~ ~~~~ ~ <( ~ ~! ~ ~ If.J. <J) (fl -+-J r-i O.ro-i zj Q) ~Q ~r-cj Q) q ~ oj c..? o i ~ ORA WN BY: RICHARD KIDOf:Y. DATE: 6/10/02 DRA'MNG SCALE: AS NOTED CODE INFO F8C2001-110 SHEET GN I ., , " '" ~"'l ' , " . ! ~, , ~: .' I I , 1 :! >, , I I I I j ':1 J ~ I "I i ~~~I(l4 fAS~' ~'" ~ (LM,) CQQt ~ lRlt1 lA': ~t~ fPsf chJ4;1.4 ~~4 .:A ~ ,~" ~W M1' C1# ~'M ~154 WA lf1() ~-:- .~. ""';'Jl?1l<l< tM_ f,~~ """. I : U$P ~ Pesf CJl6Xf ,~~I WI. ~ : I ,~ 'PCW ~t CN1 ~ 2C-1lS1 WI. 1410 l I ~ /'~ ' ! . .hl.~.. fI~~ Bf:AM TOP06T O~TAI~ "-t.f....~~ ' · 'I" NOr ro SCAl-E: I II, ~ "~ J) './ I... ~ ~.... ~', '...... ~ I ..... ........ ... ~.... ,( I' ,..cl ' IJ ~ "'""""' ............. r~;;..- " PRcvucr COOt:: US? "1<116' 8W~ '}j10' OE:SCR Wl!ON rtlf<RIC~ Cl.W-WlDE: ~IC~ Cl.W-WlDE: fA5r~~s ~~ JOIsr 8-8d 8-8d 8-8d 8-ad 0E:5IQ-4 L.OADS (U>S.) tJF1.. rrr 1..1 L. '2 ~O 645 650 qQ5 ~5 5'25 -, ~ Y~T~/ t4 / ;. l?i'~ t/ I Y.( , :/(0 J ( , I ~ 0 " ':-, ~ 0 /~ ", ............ -0?--' " ............, -- ~ ...., '.... ~'~ ""'"," ~'/ .? ....,~~ ~~ ~ TRUSS TO B~AM D~TAl~ ~ ,., \? ~ I I !;~IQ-1\"~ e~!I>>S J!!!!: rT~ ~40 ~ 'mO ~GWC1' COOt usP "P.AV<<' P\:)5f ~ .;1.4 ,~,~ ~T ~ .t.4 ~~IPfl(l4 f}.3~ l2-iU 12-164 ~ ..." l:'~~ ~."". K . . . . . . , . . ~1()4 L IIOS (J..O',) f}.3~ :~M l.f'I..lH I2-U , \6<m 2m 12-U i ~ 2m ! 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NAIL.S Af 6' O.C. SfAC~W) 2 ~ I6d NAIL.S@.1'2-0,c.,...,.r,.. .,.. ...~},..~"~\ \-,;,~ :S 0'" . C 7 -0' -J / '\ f ., r. j ~ ~ ~~'~".S."..,...@ 1'2' O.'C., :~. t~'" :~~:~U;'!;:~:S ~~~W~ (I) ~; MAXIlW '1;, .~11~t\1r., .~// ,-- "'.,<, ". / ~~}"'^ '~~", ~~I, ',) '.j>.>, USP ~r3' OR SWP80N W' ~tCN'-f: Hf:, :~'a~~lrIA USP OR S~ 4', '~':F>~ ~~~,r....." 'Y \~: . VI"<il" VVl". ".v- "^,,,r ,"Hfll6' T~rt~f: i~~.., ,t\"Vq _ J 1i u '--- f~ t-leA~ S lZE:S SE=f: , ~$}~~,,&,., ~~ ['~2~~ P.T. OOTTOM Pt.ATf: LJPl.!tlS or qllll IR 10 1.4~0' LISE: A US? 'JAM> O&lAIt.S' ~ '; ~ ), I ': _ +. ".,~; ~ ~lW20' ~ 5IW5CN W520' T'ml 5TRM'. ~ = (~~fmn: J1n~, O:i~ eo NAM SPACW Ar 3' O.C. AL.ON<; ,AL-1.. ~ 110Nf AI, JO INrS & WG'6'$; 6' a.c. AL.ONe AU, V~1!CAL. JOINlS & Wa:S ft.W \~}\" 5C\," :." .1/,2' == r -0" . \~i:;, f' , \,'. '" 't.... 5C~ 1/2' ~ r -0' Pr<~~ n<~ATW rmla1 f'l.M~ '" ,~I~ ~~.~~ ~ ,:r~lm ,~J;~~~\.. '~,.;Ih. 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" 12' MIN. <-,.-: '\. 1/2- X 4' L.ONC-- V" I 6' · \i);; 'h, 0 I A F' aF'''f:.wa .---. 0 x' ' ';~ 1.-1"'" '^'~ ,;) 12' ,~ rYPICA~ ~OA~~ ~ ~wrJ~W ftOOr< SL.A6 & r<.f:Irf'OC<CW W /('2)....11' Re-6AA x CONl u-.lJOW. # ~,.~ ~~~~'fi~~*, ',-if,< ~..~ ' <"~ .~ ;Q.'JJ~~ ~~iI.\ '1\, l~,', '1'" [) N01e: 'Sl~P DOWN' GA81.f:' lRUSS & OUlr<JGGf:'RS CAN 6f: E=LNNA H;V A r ROOf OVE:r<HANGS 1'2' Ar-D l..E:SS, ~ IN All SHE:- A 1'HING ,-G'fPSU1 'II All WARO aABt.~ ~NO O~TA1~ SCALf:: 1/2" - 1'-0- (C A rHEORAL. CLG.) ! I , srAWAAO I"iW &r:tQ~ CUf ~~E: rIg ~~f:'S Pr<f:VAII..fNC 5' . W!t-V 0 tRf:C1!ON ~- ~....-- ~" ~/a' fAS1E:NINC K/ ,~t~ ~/, )t .->--- ~....- S~ INGLE: NA IL.INC NOrE:S: AL.1.. NAlt..S MJSl ~NE=lRA1f: AT L.~ASl 3/4' INro r~ W()(x) Roct OE:CK. ) ~;;'a:J~ ;;'W~~A~ , ~ NAIl.. SHlNCL.f:S W1TJ--t II OR 12 GAUQ:: GAl..VAN1:lW NAIL.S W1TJ--t 3/8' OIAM':r~ rf:AOS - 6 Rf:aJIRW (AS sPoQWN rN "H!Q1 WIW mAS') VAl..l.f:Y l~ I / ..............6. MrN. , ~ f:'X1AA NAlt.. lWf:f<~mNf~ 1---~' ~ ASPl-IAJ,f Pt.ASHC ~ ,.. - ~ I Cf:'t-f;Nr " ~ ,.. ~ ~ Cl.W _ v ~ - ,.. OWE:NS COr<NINa fK<f:f: rA6 SH!NCt.f:S ~f:r f~ u.. wrw Rf:31S1ANCf: srAWAAO j(ffl. ROOp-rO-WAu.. PL.AS~INC NOrc:s: 4' x 5' At-k2f: f1.ASHfNC - 26 GAUQ:: GAl-VNHZW M':lAL.. RlJOOE=R VAL.L.E:Y ftAS/-IINa OR 1'2' WIDE: - 26 GAlJ(;f: CAL.VANltW ~rAI.. WIrrl S/-IrNCt-E:S OV~ r~ la'. srAWAAO MANSAAO OC< rl!GH wrw AA~AS 1'11- tf J NOr<MAl W It-V mAS 1r-1 MH' 2' ~ MArf;RIAL. SPf;C IP ICAr IONS: UNOe-RlAY~Nr ~All CONfORM fO AS1M 0'216, lYPE: ! OR ASrM 486<\ TYPE: 1. f1.ASHfNC rOC< ASPrIAI.. 1 SrlrNCt-E:S SHAll CotIPL. Y WIrrl ree 1507,3.'i. ASPrlAl.. 1 SI-llNCL.f:'S SrlAll COf'iPl.. Y 10 ASfM 0125 OR ASTM 03462. f:XI5r~ ~CtNJ 5' &XPosur<f: WIS r<0Cf' & AU.. Cf- Irs CCM'a.f:NTS m ~SIQW fO ~ fO S€:C1t~ 1606 Cf- rrf: '2001 ft.~IO" evn.orz..J(; COOf: ror< wW' L-0A05 Si-lOWN Af WHOM r<rOfl' ~ Cf- st-E"F: r . r<OOf- SHINCL.~ & PL.ASHING INSTA~L-ATION SPE:C'S NOr 10 SCAL.f: /-ocux.~ 2")(4' 1a' Pt.A 1'f:' ---- ------ (2)-2~XI2' ~AOf:R ~ Oo..et..~ wrwow L.OCArIONS & 2,,)(8' ~A~ @ AL.l.. OT~R l..OCArIONS . . . . ~ J o o rYPICA~ WAL.~ S~CrION SCAlf:: 314' == r -0' J-Bot, r NOfe:. J-oo, T5 MAY ~ Rf:Pt.ACW 6'( A 1/'2' A 7~ L.ONG . r<W rf:AO RAW\.. SM (4' MINJMJM ~~Nl). I GAr<AC~ DOOr< JAMB SCAl.f:: 1/2' == r -0' BACKNAIl. W /(2)-16d NAILS 7 (lYPlCAl..) / .-- 2~)(4' {fi'2 ,(~LLO\V PINf:) WE:B BLOCKS NAILE:D 1N8E-1WE"E:N WE"BS WI1H {'2 )-16d NAILS "'1 E: ACH E:ND 2')(4' (11'2 YE:LLOW PINE:-) OU1RIGGf:'RS Al 24' O.C, CONNf:'Cl OUfr<IGGE:R 10 GABLE: lr<U$S WI1H A USP ~R13' ~ SM'SON -H2,S' HURRJCANf: CL~ 2'X4~ (#2 YE-L.L.OW PINf=) ANGL~O BRACING Ar 48' O.C. ALONG GABLE: ~NO. NAIL EN03 fO 2'X4' BL.OCKING WlrH (6)-16d NAlL.3 Al EACH ~NO AND NAIL ro 2~X4' W~B BLOCKING W11H (2)-16d rOE: NAIL3 ~~, '~@k~ ^~~k ,~~ .~. ~'. ~ ,~~~ ("'~ 45 DEGREES "~'~ ' &. MAXIMUM . ' ~ lt~ ~ "~ "~~~ ".~~ .~~ ~l' [J '1' -0' l N01e: ~HAX., 'srE:p OOWN' GABLf:' lRUSS & OU1RIGGf:'R$ CAN BE: E:Lt11NA fE:D A 1 ROOf OVE-RHANGS 12' AND Lf:'SS, WALl.. I\. SHE: A fHlNG I ~'V Br<ACE: 10 E:XfE:1\O A 1 LE:ASl qO% ~ Of Wf:'8 L~NG1H (SE-E: fABLf:') ~ I ""-~Sff:'PPE-D OOWN' ~ GABLE: E:NO fRUSS ~U:lP OR 51'V'50N "lSlA2I' A1 2'-0' O.C. (lYP.) It. BRACING r<EQUlRE-MeN1S (#2 YE-lLOW P~) ~ruo NO (1)2' X 4' (2)'2' X 4' (2)'2' X 6' SPACNG t.~ACNG t.-eAACNG t.-8AACNG t.-8RACNG 1 ~~6Y CE:Rr ltY: WAr ~ coorr<UCHON Pt..ANS SHOWN t-f:f<E:ON AA~ IN C~lANCE: WIrI"i rrf: ftORIOA WIt.O!NC croe: 2001 ~O:V"~~:' (3 ~// 71 1 ~MPg rA5l~5l / j///!,rt~ RtGWJ<O L.. ~Py, P!f~~. ::E- ~-, J OATE=: _ , ~ ,--GYPSUM WALl.. J WARD DoueLf:' PlAff:' GAB~~ ~NO D~rAl~ SCALE: 1/211 ::: r ~Oll (F-LA r CLG.) )6' 0' -0' - ..' -~' 0' -0' - "'-0' 4' -~. - 8'-0' 8'-0' - 17-0' 17 -0' - )6'-0' 24' 4' -0' - 7'-0' T -0' - 10'-0' 10' -0' - 14'-0' .~ '. _ .,1'::", ": ' " . -" " ..' ~. ,~ ~: ." .~ ,: ~ ~ :5' ;.... ,$t' I, lLJ W W'l,U W ~ a::: Q: cttt ~.. " , ''';' ~ '~., '" ~~~'~ O. ~Ni~: ?: .( * "" ~ ~ ~~~~. " f'~ ~\1~ fJ.~~, 1 ~~ ~'?~~ ~ )-li\~~~~ ~ ~ i~!~ & <I ~ ! ~ g ~ ~ ~ ~ ~ ~ , <:; z ~ ~ ~ ,...--..,. (J)(j) :.~ b1) CdS:: +J · r-i (])~ Q~ ~ <vCQ 8~ cd H H 0 ~+J rJ) r-cj o Q) o ~ ~Q ~ ORA WN BY: R. KIOOEY DATE: 6/10/02 ORA WING SCALE: AS NOTED Joa NUMBER: FBC?OOl-110 , . '" ',.", "' ~Hft;l\ , ... , iNV..WF 1 I" ,.._t; 'j '" i I , c. \-;~, . .;, ,,/. . $i~ T~e MAF<RIMe OF T~E! MANUFAOrUf<e:O' :~OM~ ..l~Oer, erRU01"UlQfl) ". . AND T~r:: ATTACt-4MENT€> DOE:~ NOT ~ARt1 TJ.:4een~UCrU~~"INta~l'f,Y , , . "." . ..' . '., '('", ."". OF I!n\.4E:R 8TRUCTUF<E. ALL OF T~c L.OA["~ F~OM THe, ar' , 'Ra~ ARe ADE:auA Te~ Y TRANeFt=F<F<ED r;;<:>tLN INto THS a#<bu~~'. ,'. . c ' .. uee (4) ~" X 1/1' &11.&. 1)1/' ~/4' 0 IA U.fAeHr:~ . fOf!~ ~, ~ea~ PANeL AL.UM INUM/eTEEL. COLUMN )' 12' X 0.032' (3~ 1-4-2& ALLOY) ALUMfl'U1 PAN ROOFING O~QJAL , A ' RQOP P.AN& TO TOP OP LOAO 6eAAlN<) WALL JJJA (4) XJ~REW& wi .3/4' orA UJAeHiRe PER PMliL . A'.. '. -LOAD ~ING WALLe 6PAaf ec~ AT EJ' O.C. " STRUCTURAL GRADE mERMOPL Y OR . 7/16" osa OR 1/2" PLYWOOD SHEAmlNG NAILED :M111 8d NAILS OR 18 X 3/4" SMS SPACED AT 3" O.C. ALONG EDG€S &c 12" IN mE FlElD. ' SIDING TO MATCH MOBilE HOME NOTE: VAPOR BARRIER REQUIRED 'MiEN 1l1ERE IS HUMAN OCCUPANCY. '..; '1( &- 11I0 ~Q'D F'ER PO&T f&l~ 2- V4' orA rHfOU-6OI.. T wi 3/4' eQL. T WAeHliR& eACH elOf! CONC~TE ANCI40Re 2- 3/& DIA. x 3~112' REG'D F'E~ FoeT .;.. '" '. ; . m "...-------.- ~ -~...--""'.....,..-",.-,.. ~ ---"""!--:""It.--,---- ~p~eL." . ---.....,. -- ......-..-- I 3/4' X 3 114' X It>J2~' ~celVINCs C~ANNEL 1" 1/4' OIA . ~!eoL, '.1 wi 3/4' ~ 1IJJA~tlaR$ eACH elOE! " 2' X EJ' X 0~4' X ".I~ OR , 2' x <1' X ~.~2' X ~.124 : eel..p HArm eeAH '.' 2' X l' ~E)OR I (eefJ OfUWIN<:3) : , ! . ' THE! YEN. t$ ,'. J:),T() e.B B INeTALL~p IN, '," . Qe~. U)~""~~ ANp ll-lB fOP ~. l1-lS '. Nl& eHAL.L. ali NO M()~, ~J{~ 12 IN<;He& A~~ 1l1I-!. !HAL G. l QEI, AO. J,Aetnif TO. 11-1,' l! &t~~,'t1 ~." lHi'vEN1& en~,~~ . II A MJNlf:1'.Ft Of' ONS. .~AR! INCH OJII VENT ~ ct-Ie"~~ t ~ 6lJILPINCt FLOOR ARl!A. < ":~~~~\..1-"r ' CONCReTE eLAe O~ FOOT INCs 2' X 2' x 1/8' ANGL.Eo ~. .~:'.., elNGLe 2' x 4' ~.T. t p ! . U"t' EL'. \L \\' ""'.'~ \ \ ,.... , ; <,J1'; .:~ .t) "',' (' '\" . V ,:~><,.,~ . eo~T~ A-ATE ~,...J ~( ~ ~~~~''t;>- ,^, ",V 4' CONCRETe o.:>~ ~.&,I.) eLA6 REINFORCEO ,t . WlTl-4 6 X 6 10110 W..1.F OR FleE~Eel-4 OYER CLEAN, COMFACTED eolL , . .\ Tl-4fCKENEO eLAe EDGE FOOT IN<::. PoeT IN CONCREtE (eEE FCtlNDATlON PLAN FOR -4 DIA eAR 12' LONG DIMENeION& . REiNFORCING) ~, X ~, PoeT COI..l.NH NOTCI-l!:D TO eulT t=O~T TO CONC~BTB CONNSCTION INTSt=2.NA1. O~ IXTS~NA1. ~IC.IYING C~ANNEl1. 2' X 4' (~ ~e) &TUD& AT 16' O.C. (NO CLIP& REQUiREO) OFt 2' X 2' X ~.044' I-IOl.LOJJ ALUMlNUM PO&Te AT 1&' OIC (ATTACH!!!;:> TO TOP. eoTTOM U-C~EL WITI-4 2--a x 3/4' ~e FER FOeT) CINTB~ ,NOTCr-+ F'Q&T TO eElAM CONN.CTION ~ I &CALe - 1-112' - \,.", $CALE - I-tn' - 1'.0' y~~,<. \-,1<" t. 4', >it., ~ 3/&' X 4 tn' CONCReTE ANC~Re SO It.. rE:J<M IrE: .r~~~t" · ;" \. ~ ,i., AT 4&' O.C. OFt 1/4' X ~' CONCRETE "\~~ ANC~Re AT 24' O.C. !NInAI.. SOIl.. POl~~' fR&Af~N;~ AI..I..'7~', .' Arl~R AI..l.. &XCAVAnON, OR BACKf! lI~.~~".OMP ..,~, ION AR~ CO/'~.,. ~f& ( R fee 1816.1.1). 112' x &' J-eoLTe . 4&' OIC ..~~..'t:., OR ., ' SOIl.. 0131' Af"r~ 1}lt:~ tAl.. f~AfMf;Nf ~At.-I.. er: Rr::-n<eAfW ~~'i-~o~PANeION4. (':.. LO!NC ANY ~~ ~~O~ AAJ:AS) - (~ fOC 1816,1.1). (eFACE 60LTe A MAXIM.lM OF 6' FROM EAC ~\~\ , OO~krl. N<f:AS IN l,t CONCgi{ f: st.At) F-OR. !N5fAU.Af!ON. Of- n~APS S(1AI..1.. ee MAD€: 510! OF ALL OPENfN<::.& . CO~E~) ''': ~., Wlf~~~Nf~. AI.. ~ FtASnC f0f<M3. p~t:lrf01<MS flWf ~ or AN APPROx. FINleHED GJRAOe "\1'\ Of:Q(;~~f Sltr: l' fH fO ct.1MINAlf: ANY 01~! ~~ or Hi: SO!1.. AfT~ Hi€: ~~ <t ..'... \fJ~lnAv.,~~f:~ f. (~ f~C 1616.1.3) l '\ : A'\ \~ '6 Ml~ V,..,OR MAAIEcR MJ5T Ilf, T AU-W TO PROT~CT N-JaAJWT AA*AU- \t~\~~~~ZI~. r<~~~A~OC~S ~~~.~\ v,.., ~,~AAAI~r< P!.A~~ r<Hr<~AJ1.fcNT Af'lE:R Au.. WORK I~ CJtvft~;t:O;lNJfi:\~', wow. .., F-!I..!.. f'lWf BE: Rf;MOVW fROM ~E:l.OW ftW Wlfrt!N ,~.. .. Of- frf:- 001.,. lHIS SHAU- fNCt,LVf: AU.. CRAOf: ~tAJ(f;S, TI>> TIW' !lOX~S, f 11', SI'O ~ A~ NlY 'J C~W.tose COIlTAiNlNG MATfor<lA~S. (PEr< fOC 1303.1.3) e~ 10 eE~'t " . No. wow, v~dt:fAfION,~f~". .,.' S>~OOOAAD, f~ASH, ~rc. ~Au.. ~f: ~IW WIn1!N 1"-0- &CALE _ 112'1f;, ,/-..t.:;fvl- N-f'( WIl.91NG OR. Pf< ,ow OJJ!lOINa (PE:r< fee 2303.1.4). 'f~~ ;~~,. /~~ ANY CONCf(f:fe OVE:RP~, ',}~ fAr< OR SlVCCO MAf~!At..:3 ALONa f~ fOlJt..OArION PE:R1M&ff;r< 'i:4~., .. If MJSf .BE: RE:MQVW PRIOR TO E:X1E:RIOR SOIl.. TRf;AfMf;Nf (PE:r< reG 1816.1.'). '\ (4) X tn' eM.a. EACH elDE OF poe'fl\~ ~l,~,".....,.. f:Xff:~,_~.,' :}''1~ ff<f;Aftv1f:Ni tlWr ~ APFtlW lWf;R AU. f:X1E:R!OR C~if; OR cr<AOf: . " ,,' '\ \~t W Irrt ~j ~ts Of- n~ S fRUCfur<f: S IOE: W AU-S (~ rOC 1816.1.6). P i-'EADER eeAM.. ';~(J':~"v"..." .,.,' '. .~\l\iYlt~~".~~.~M.i,fRIOR. {E:RrICA~ Cl-if;MICAt. BAARIE:r< Sl-fAl.l. BE: !NSTAL.l.W Arl~ CONSfi<UCrION IS r<.~:, . ~{:,.,.,.~d~~~\;:t~''''." "'.~., '. .' . ..v~f:ff: (INCLWINC LAM/SCAPING ft.W IRr<I~ArION). NH son,s 013rur<00J Arlf:r< fK:: \~;, '\ ht~:.~~~~"~ Vf;RrICAI.. BA!<RIE-R IS APPt..lE:O. Sl-fAI..I.. ~ Rf;-iRf;A1E:O. (PE:r< fOC 1816.1.6) ~-6AR 08~ET PL~ '\ ""-". (It>. .~~~\:..~.,......, ,liCKN,:i<N. "y...,.~,..'... e)\"~1t, ", -.',., 1r<R!CArIONISPr<!NK.lE:R SYSlf;MS fNCt.WINC All.. Rl~RS AW SPRAY H::AOS stlAu.. NOT Bf: ~;. '1" \~); \. !N5fAL.l.f;O Wlrrt!N 11 !NCrlf:S Of- TH:: waO!NG SlOf:WAI..I..S (Pf:f< fOC I~03A.4). (. " ....l1I~l . f/ II~" ,,,,1;,, ~ \. COW<N5AT~ A~ r<00f OOWNSPWlS 5I'A~~ OISCf'AACf: AT ~~AST 11 INCI<<S AWAY fROM T~ /eo1.ATIO 1I00TING f! ~ f1,;,~~ _'~~~t.~.~'t\J~. ,~ k WrL.o!NG S!Of:WAll.S (Pf;R fOC j~03A.4). /elNGLe 2' x 4' ~.T. TOP FlAT!: &CAL.E _ I' " I'_~' , :~", ~,~.':l ,.(, , . .~. C-,rh<-< '~:ta.. '^' ~ 0ISTANCf: fROM frf: f;X1E:R!OR. WAl.t.. COVf;r<!Na (f:XCf;PrI0N3: PAINf ftW ~COAAnVf:, , '~, tl CONC~TE WI~1/4' x 2.1/4' <'?,. ~ i~~ Cf;~NHnoos f!NlSK::S Lf:SS fl-lAN '/8 INCH TI-1!CK AM1(W DIRE-Cn. Y ONTO ~ fCU--OAHON < l{~ CONCRE1 ANCHO~& WITI-4IN 6' "~l_~ALUff:~2eT L.' WAu..) N-1J fINAl.. f:ARn~ Gr<AOE: SHAI..!.. NOr BE: \..f:$3 WAN 6 I~S fO AI..I..OW fOR I~CHON AT OOU6L.e Doo~ (2) 2'. ~~~~WER ~ '<~ OF E~JteIDE a= EACI-4 FoeT ~,V1 COL,~ ~,/ fOR. rurLJf<E: IE:f<Mllf:: *~SfAnONS (PE:R feG 1403.1.6). AT GARAGE Doo~& (2) 1~~ &' ~~ER ~~\ ~'~;,~J']~,C. MAX, ,OlQ TI-tRU . ". -k,"_,.",....... '",..., '. :~,.,<,~",4",) 'f~, x 112) M.e. EAC~ aIDe ~ poeT AT elNC1Le DOORe (I) 2' ~~.t&, j..lEA RiA"'~ A PCf;RTlfICAfE: Of- CO~!ANCf:- S(1AI..l.. ~ IS$UE:O fO frf: WaOING Of;f'AAft..f:Nf ey A I..ICE:NSW \~ · ~ ANGLE AT 24 O,C. M X. ';'-"'~'f~.k ;<$' Pf:Sf CONlr<OI.. COWANY eE:fORf: A ~CE:f<llfICAlf; Of- OCCLJPANCY- WIll.. ~ I~SUt:D. f~ CE:r<llfICAlf: . '''~'k''/~' \~ 1-1/8' MIN. IN CONCRETE .t;- ~4t~.~.:,,; ':., ~", '~'.,>', eXTRUelON Sl-fAu.. SiAlf: (PE:f< fOC 1816.1.7): ,....P\ ~i!i~.. .J~~~~~1';~~ ' ~?-1~ ~:~~'~'. '::,+';.: l~.~:', >\~,,:~~ l~'~?~lt~'/.. .,~.",.:~. .t!"'" '\~' <,j...," ,/'t;, ~,.,..~/'~<jI.,:;.!.<" :::~~t. ,.::~/,'~~.'.':,<'., "rf-lf: WIl.9INC I-lAS R~C&lVW A COWt..f::lf: lRf:A1Mf::Ni rOR ff4€: Pl<.f:Vf;NH",,,1 Of- sueTE:f<f<ANt:AN ~\ ' ..I\t~ ' (' "">"lI,:', '.' ,v!,, · '. ",' ,"- TE1<MIT~S. ~ Tr<~AT~NT IS iN ACCORON'U WITH T~ r<t.t.~S m/ LAWS"'Oc T~ H.OR lOA t ~_..<t?:~\:~\JACK ~ '~" \ \t~sFC~~~~~~;~;:;~l~ ~~l~~T ANO m/ ::~;TC:T::;:~:~ ::::0:r<:1~:.' SI ' Ilf, POSTW ~AA T~ WATfor< ~~, ~,;.~\.;;;..".t:tti.~,".. , ',' ,.t-"~,,.",... .,.*-i~~:1!~~f'.,. ' . 5CALE _ 1-112' . 1'-'" I-lf:AlE:R O~ E:t..E:CTRICAI.. PANE:1.. (PE:R fOC<:e~I04''2'6)' '. 'j .0 '!,;,; -a ,3/4' ~e ......;..::J '$"";1~'!d;'~~tl:\.-. .' <'..;1';; \~ : 'p~'i:j. !l:"~~t~'Ji,):~"I: " ~,. ::I' IL~~ 12' O.C. f~ '\' "~;"~fi (4)~" X In' &11.e, EACH &II'E OF poeT ALTE~Ta CON'<E~".' ~ ..,;-,~'\ : ~T~";ir~x 2~~&~ (2' x 4' P.T. eo,TTOM PLAi.~. "~),'.'. ..,; ,/' .'~' i-'EADER BEAM I~TO("..,") ,. ", ~~1dMd ~ .~ ~ V H.6AR eR 6lI%ET FLATE '),..,~ (,~, ,iN; - W 00;&. .;~~~, (1t>.r~~2' THICKNeee) '\ ~ \ ~~\ ANCHOR \' x 2' CI-4~EL TO 2' X 2' OR 2' X 3' OR 2' ~~ CONCRETE WITI-4 1/4' X 2-1/4' eM6 poeT CONCRETe ANC~Re WItHIN 6' ' , . '\" '. ., OF EACH 81DE OF EACI-4 FO&T _, ,..... "': ~C~Ft I' x 2~'f'L TE TO AT 24' O.C, MAX. OR TI-lRU " ' CONCReTE! WlrH1/4' X 2-112' ANULE AT 24' O,C. MAX. "'. C .ANC~R& IJ.JItHlN 6' 1-1/8' MiN, IN CONCREtE M!N. (4) 1Il1t> X 112' eM.e. EACH elI'E OF FeeT .\ Ir' ".. '. \ '~:~~~>~. ~~ ~;'2~~~~ T"X2' EXTR\JeICN"'~\ . '. ('~\ \ 1.11&' MIll. IN CONCRETE (}\c "~ ~~ fOAilO elCTIO 'f~~M OS AIL. ',..,. .~ '<., \' . SCALE - 1" 1/2 ::,.=-~ 'l..,,~~, '.'~ "\,..J \,.<'t-Ji~\ . ~x 2\ ~~6'" ANGLE 81De a: eeAM (e~) ... I 3/4' X I 3/4' X 11&' INTt!FONAL U-CHANNeL ATTACH!O WITI-4 3/&' x 2' LAC. ec~w& feEe ATTACI-iMENT ecH!DULE AOOVE) 2' X 6' X 0~e4' x ~.I>& eELF MATING F'\..lRLfN 1 eEAM ~--------. ------7-~-~--.----~ ~ PANaL ~ ~~-_1~~~~__-- __~---_---__~ 2~ 1/4' OIA 2' x &' X 0~4' X 01~' , rI-4RtH:30L. r wI 3/4' ofi' 6O\,.T WAeH!~& 2' X~' X "~12' X ~124 !!A~ &IDe eELF MATI~ eeAM 2' >< l' &Me O~ (eEE PAAWINCr) COl.\J1N NOTCHED TO OOIT & - Ill" REG'D FER FoeT ~ 2. 114' OIA. rHRU.eot..r wi 3/4' 6Ol... r LUAeHE~e l!ACH 61D! CONCRETE ANC~Re 2- 3/a' OlA x 3-112' REG'O FER poeT CONCRETE 8L.Ae OR FOOT INet ALUMINUM/eTEEL COLUMN ~' >< 3' FO&T : ....."':..,.. :"~'~ ...... 4'.:: ......... ...: ~IOEl NOTC~ POeT TO alAM CONNECt/ON F'OeT TO CONC~STS CONNSCTIQ INTS~NA1. 0f;2 IXTS~NA1. ANGL.. 1. ~:.., -, &CAl.E - 1-112' - II-~' ecALE - 1-112' " 1'-0'. ""', ,( .(,.,.... )':c, 1\",' , "\, I ' '. ~ . '" , . >-~~,_, ..W' 'C' e~APED ~C~IVING CHANNeL (MfN, ~"'40' TI-K) 3'(MIN) ANCHO~D TO FAeclA WITI-4 11I0 x 1112' 51'15 wI 321' L 3/4' UJAeHER (2) fER TRUa&/RAPT!R TAIL AND 2' 11I0 X I' eMe, wI .l/4' UJAeHE~e AT~' O,C. Ii)({~r~ ~~ t~ .' . OR RAJ:rliR .,;'" "': . .~" d ~~ ", .. l r' 11\0 x I' ~e wI 3/4' UJAeHE~e ,(,3) FE", R "'{?~."~'; f01l\.. ~ ' '.' ...,;C.. t'.' \!.""",. ~CElvING C~ANNgL INTO P.ANEL 1Il~' I" & y '\, \ wi 3/4' LUAe~IiR (I) PER TOP OF E '1-4 ~leE, " ~ "~., 1'>:.?,:> 11\" >< I' eMe wi 3~1WAe.HE~, ,i\.)), f F.'~'~ . EL. Vi'" ~I'" ~ INTO MeclA T14R1/ , . ~D" ~" FCOOII ~ANSI.. 10 IJAeclA OSTAII..\ '-, '"",, ~.J' (NOT ro &CALI!) FOU~D CONCRETE peR FOUNOATION ...... ...... ......... ...... ...... ........ ........ ........ ........ ........ .... E!XI&TINa PA.eCIA / ~1N<::.l.E 2' X 4' P.T. TOP IP1;.ATE 2' X 4' CRIFPLE AT elNGLE DOOR 2' X 4' CRIPPLE! II II I II II 2' X 4' HEAOER 2' X 4' ~fAOER JACK -a x 3/4' f1& O~ l~dNAIL.~. 12' O.C. "f" NOfl1;' INSr ALL ALL WINDOUJS .. t . DOOR UNlre PER .'!:~'~'. , j: MAN\lFACTURER'S SPEC:, ~J\ " , l!{ 2' X 4' ~.T. eoTTOM PLATe: ,\~ ,~ ~~ ~n" ~ ..,s;t'....~ ^'.. "'7 ,/->~~ , \r' . . '$.{"f.." ''r.\ 'f;~., ~l ~) l~;H\ UJINO~~/,~~~ OSTAI:. "~t: (" V' '~'OO~A:~~~,~\s.fAll.. \(~(,.". 'G \'. ~""!t'\ll. \" J",) ,51,'.' " . .~.' ~~.., V' '""'( "(~\ 'q'~:\:,~ ~;ti(\;';~"" ~ 'tj;' , A: '\~~i;,' 1 .,., .'91;.~:~~'~. ."~:"'1:tti'[:;t}',, " ..~ ' ._ ' . '~'~'. }~',''''''''!i'.i;~ i _ ' '.c.~. ~. . 1'" ";~~" " A'" .,:. '~,~ :,~:;~ ~'1<~:~~'~"f,:~i, ,\\~ , f . ,"~ 1?j.,"~,1l.~.'~.. '., . .~."'\'" 'i'''~~': ,''':<-.' ,.,. ~ t'~ \~.: 'f'w, t~ ~' . - :l~1~"'" 1< ~ ' '(" .~ ~'$t~''''' ..J . , ) .'b.. ."ir eloe: :~: L h!!A R ~ ~#*'~t~ " ~ .,., ATTA, DTO,qx2'OFEN!~/,./..c..t~~~ ~~~'> 6 ITI-I MiN. (2) '10 X 1.112' ; ~-~>;k.', '" \.~ I . "I;,~~ '~~t"'J31~' . "(:~'. .Jf~;;;..,., .." ALTE~ATe CONNEd\,.'.!ON po ;., ,.:bETAIL I' X 2' WITH ii :'~(:t f' ~~{ MIN. (3) "It> X 1-'n~eM.e. .;,. ;;:.),., ~~ . ':~,'(t . ~.;;'.. INTO ec~w eoee '~'Z l ~ ,,~~j. "IN: ,: ) 'fit> X ,- In' eM.e. elDI! UJALL GIRl' ATTACI-IED.I:; ,~"io l'1J.'$1 INTO ec~w 6050 TO l' x 2' o~i 6ACK WITI-4 ( . t.,.", MIN. 0) Ill" x H(2' eM.e, IN ec~ ooeee:e 2' X 4' C~~E! HEADeR eeAM ALUMfNUM/erEeL COLUMN ~= CL.JP& MAY el! oo~tlfUTaD FOR fNTE~L ~ &Y&TEMe MIN. (3) "It> X 1.112' eM.&. iNTO &cREW eoee EDGE! eEAM , eXTfl<U8ION AL. TEf=<NATII ~OL.~OW UPO~IG~i TO eAea ANI:> ~O~L,OW UF=~IG~T TO elAM OIT AU.. SCALE - 1-1/2- :::a 1'--0" ~EADER eEAM 2' X " eMa OR 2' x <1' x 0~'12' X ~;H ~LP MAT[}.,\G MAiN e~A''1 I Hc~aY CERTIFY: T....AT tHe CON&r~TIQN PLAA& 8~ t4e~<>NA~ IN COMPL.tANCt! WITJ.4 THl! t=L.ORIOA eoU.blN<) caPri 2,€>~1 f%OR It~ M.P.H. (3 e!!CONO)qU&T .. W MoP...... ~A&tl:~T WIND &~I!e.p. WINO OE81GN AeeuMJOTIONe: ANGl.E CLIF& MAY eE eueenfUTED FOR INTEFONAL ecRCW &yeiEMe 0" . " .... ;,,", f, ' ",. ,: .:~. ..-~, ~ ' ,~, ':~ /' '. ", ~ > , : ';c.," ,/\ t . ~'..-". , ;. ., -- :::t '. \~-(;,:~( -, , " ' ;~: " :",t ,'f, , ,.'~: " > ~ """' . .. t-.,.:: " l, ",,' > Ii ; ~'.,"." . , . o i ~~.. ~. , ~ /I~i~i! ~~ w: ~ ~ ~". .,~ r;,~.' "I.' r fi.A~ ~... . ~~a ~ ~ l~:~J I I~~! ~ ~ , " . " .".', '" .\ :,.'.:.'f -#". -I- "' . .j """:'. . : ~ -. ,:' c : ;: ~' > "' : - "~,," . '.., -"(' ..:{ , :". ~. : ~ , " ""c . , " . .-~, 1 ".,.. . , ' -'1 '~ .. t~ ~:; Q) -I - <I ?- m o !5 z ~ 1: :l -I <I . _,: ~,1 "0;;"<' (~' \, -; :\;' ,: " .~ . ,{ . , '~, ">.,r' '. , '~l , >,;" ~. >,J '<j',- , ~" \."'~" 2' X 2' X 0~~0' ANGLE ' EACI-4 81DE OF eEAM (ef) '.~. OR , 3/4, ' X 1,.3/4'. X. tI~', I '. W;" "'..~ U-CHANNEL ATTAC~' . 3/&' X 2' LAC. ec' (e: \ ' Ar,~A~.:~;.~..x 2~4,'" ' :M& ! '. "e: HelD OF eeAM '.' (AnA' 5CHeDUL, YE) f\(\ .. .",. : :\t~'~~>l BIDE OF eE~,...~. ,'.'.L' " " " (1~J '" ~', ~. "''''<{i:;~ . . );":'~'.. - ~. ,,-' I. ex~oeuF(S CATEGORY . 6 2. elJll.OING IM~ORT ANae FACTOR :I I.€> ~ 3. f>O~CJ,.le:e. CARPORTe A~ 'PARTIAl.L Y ENCLoeSO' eT~TUREie ~ AND ~MAINOSR OP BUIl.DINd Ie .ENCLoeeD'. 4. INTE!~L F~eeu~ COEFFrCIENTes 'PARTIALL.Y ENCr..Q&BO' &TFalCTU~e :I +/- ".P>& IENCL.OeeOI ~T~TU~& . +/.. 0.1& ,. T~I& ROOF . ALL OF 11<~ COMFONIiNT& A~ PEtelGNED TO C~F(M 10 er;CTION t6~~ OP Tt41! 2~1 FI..ORIOA BUIl.DING COOl:: FOR It~ MFI4 (3 e~cON.p ~r) WINO LOAoe. I' X 2' OPEN 6ACK AlTACI-li:O TO FRONT FOeT WITH Ill" X 1-1/2' el1.e. MAX. e;' . F~ EACH !:No CfC PO&T .AND 24' o.C. ~RONT .AND &'PF WTTOM RAILe AtTACHED TO Cct-IC~TE wrrl-4( 1/4' x 2-V4' CONCReT!: IMA~Y ANC~~& . & I f~OM EACI-4 F'O&T AND 24' q.c. MAX. .AND WAL.Le MIN. ,. '*ROM eDGE OF CONc~1a ANC~lQl'X2'CHANNeLTO CONC~TE WtTI-4 114' x 2-114' CONCRETE .ANC~~& \.UtTl-IlN 6' 01= EACI-4 elDE OF EAC1-4 PoeT l AT 24' O.C. MAx. OR TI-lRU ANGLE AT 24' O,C. MAx. 1-118' MIN. IN CONC~TE ALUMINUM/eTEEL COLUMN M1N. ,. 1Il0 X 3/4' eM.&. EACH &IDe ~ ee.6M (eEe ATTACl-lMeNT ecHEDULE AOOYE) 11I0 X )/4' &11.~, EACH &IOI! OF el!AM (6EE! ATTACI-f1ENT ecl-ll!C>Ut.1i Aeoyc) MIN. (3) 'l~ X 1-112' eM.e. INTO ecREW 60% · EXT~eION o X 3/4' eM,5. EACI-4 &IDE ~ BEAM (eEe ATTACI-4MENT &Cj..l~ DUL E! AOOVl!) AL."IFCNATS FOATIO eSCTION TO U~~I~~T ANO FOATIO eaCTION to eaAM OETAIL. eaAM TO WOOO plf=;!AME WAL.1. CONNECTION f=U~L.IN / elAM TO eSAM CONNEQ1 ON , , ,. , I ecALE . 1-\12' · I'.", Vi : 5\10 ~ ) &CALe - 1-112' - \,.", TY~ICA1. CO~Na~ OEl,1AIL.. " " &CAL! - 1-112' - 1'-12)' SCALE - 1-1/2- :S 1'-0" ," . ",. . s- ' , ' . ~< I ': ORAVVN BY: KO\V ' . DATE: 4/6/0:4: . . " ,-,,:, ,- ~. "', 'ORA~N(j' sC~l:ei... .',1/4~'~'f-~~, , C'.ot: ... F8C~oot.,+ 11 0 MPH . .' 'I'''~'' "'J! . " ; " "f" ~ .' "" . '/' IIf_'," '~> .. .{: "$H~Ef. " r ..A~UM < _: -,:~ 1 .'1 ';t _ J'" ~:':)t ~ .. .' ~. . .. . ;." .. {..' . \'t" ". " ;'1, , ~.. "'