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HomeMy WebLinkAboutPlan, Tentative APPLICANT 6/13/2007 '\'\ '\ \) ~<V~<r:> '!\<v~ ~~,~ ~<o ~ .~\~s ~ '\~\). ~v ~'\ ~ ~~ '\~ ~'). "1\\ ~ ~~ b( v ('(\ ' ~~~~y b(v ~t~~ ~~y ~~ ~~ ",,<J ~<v~ '!\<v~~~~~ ~<o \) /\ ~~s" ~~~~b<~~r\,~:P \ ~~ ~~~y ~t~~'\~ ",,<J tx ~ <0 co 69 70' 50' 15' Drive 75' Drive 75' (/ X"'-!.~ 11'~ c> 1: /" ~ X"'.c> (' f' ~-!. ~ ~.,,? ~,()~ ,~ ,~(' V'C> (f, 'X'" o I") J ~ -/0 'L- 0] ., I \ PRE 7. 3t:t ?zr S6V\cJ.- I 'fdo:j: '~) o r\.eed& ~ km~ b~ CY1 Q~6n ~ ~~;s \J~c~.~, Soc.. ~I, oza (2)( b xn a YY\~ ~cI.- ~:: ~4Ilos, 10 a 2~~(~ '" j '-I~ ~ / &~ '(5!YU D ctlnv- ~ L~d )~. _ _ '" ~ (jk;:'6 ~l?~ ~ INts-d 1ho~tD S:~~, P~lof 2- 1//t).,1Yf U 5 N o-k?6 -r 4Y~ :r l>>f~~ · N ..... ~tf')~ >\ON OJ=~N~ .~ ,..ra ~ ~ N ~ .,.. ~~ f'1 "1-40 ,.Q tf') ~ -N OJ s:l .t:>' Q ~ ....~~\O ra-' OJ~Q ~ 8 .~ Qj ~ fr ~ = 5 ":":' 8!3f~ ~ ---- ---- ---- ---- --- ---- ---- ---- --- ----- --- --- --- ---- ---- @R) @ @ o~ @ (][jiJ ~ 23 @ ~ ~ c::!J ~ 6 C9V Oc::J @R) @ @ " ~ ---.. --------y---- < -- --- -- --- ---- --- --- - --- ---- ---- -- ---- --- -- --- ~ UJ! :11 2:= .ii I- :c ill1li ~ irul;I · I-il &; it'III!!;': e~: lEa !laB II~ illinl {II ~i ! ...1 · di!lt ili;il! lfl~lili i~l!i~~1 ~I!illf ~ -- --- ~ f9V (5 OCJ ~ @R) @ [? @ (5 OCJ c::!J ~ ~ 6 ~ [? ~ 23 @ c::::J @ ~ ~ @ @1 --- --- --- --- --- --- --- --- -.., ~ ~ I I --- I / I ( "- I "" " / """ "- I " " " " " " " " " " " " " " " " " " ~ -- --- --- J " " " " " " " " " " "- " " " " " " " " " " " "- " \ 70' --- 50' Ori 1 5' 7 ' 75' @R) @ @ o~ @ (][jiJ "- "- \ \ """"" I '-"" I " ~""" l' "- ....... ~ ...................... .........--- c::::J (Sg ~ ~ @ ~ ~ @ ~ OCJ ~ ~ ~ Drive / I / " " " " " " " "'- "" " " " " ..... '..... .......... ..............---...... I I ~ "' 1 6' I I ~ ~ r-------i ~ r-. ~ 24" W ::::> 2 4" W ~ <C CD f.l 24" STM n D- , r , I O.H.P. CO 12K 15K / 24" STM CO O.H.P. CO ~ ~ @ DCJ ~ @ 23 ~ ~ @R) ~ @ @ ~ DCJ c::::J DCJ @ ~ ~ I O.H.P. '---------- 5 - - ~ C) -> o I'l) c::::J @ 23 ~ Drawn by: Approved: Issued Date: Revisions: ~ .~ @ OCJ ~ @ 23 ~ c:;::J @R) ~ @ @ " Drawing Tittle: c::::J ~ OCJ @ ~ @ ~ ~ @ @ , ~O-\tS .. ~d~O~SSCALE: 1" ~ 20'~0" fl ,,~J ~ 10 io 1/51.1 .5ITE PLAN SCALE: 111 = 201-011 ~ Project No: p~ 7.3&j p,.~ Z of 2- - , - \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I / I / I / // // 1/ i ! ! I I 11/ I ! I I I : I I I I If 1 I I / / /-- ( - \ \ \ " " \ \ \ /' \ \ \ ;~ .~ 9) ~ }::iJ ( ,.L.."L \~, , V'" ' ---....- - ~.. // // // '-/ _/ ------ ....------- ' - ~/~ T '. "- '",- "- '\ -"'" \ ~ \ ~\ -----\. \ ~ \ \ \ \ \ \ \\ T Qnl-< Cone, PQd \ Outline (59/X15/)?\ \ , I \ I ~ - ---1 L____________________________________ r 121<01 ~ 151< ~I ____ .J. I T'L . I _ ..... 01 ------,...--... .~ . . . . :~ .f ~ J: · .. · . C CQnopy & D Outline rive PQd (26/x24/) -~ J-- ---:- I I / {/1 -- ... I I I ----- --f------ -- , .'. ------ I i I I I / I I / i I I I / /..1 / / / / I' I I / I / / I I I I I I I ~ ~ ~ I I I I I I I I I / / / I I T T I~-- -1 I I I I / I I ---- ____ __1__ I -~- -,'''~-~-~- - ~I- , - < I I I I I " .~ J~- r"""'- - I L- / I I / ~..,,~' -+--- ---'--- ...,...,,-- , ----- -'- - - 4 I I ---...--+---- --I I -"'-1-~.~ 1----------- l --- --- ....... ...- \ , --r--- -...-- ---- -- \.-...... ~ - - ---- ' - ~ I J7 \_........._..._ . .' .... . T., . '. ' \ '. -7...--~=i=...-......r...=-....r.-""7-...-...-...........-............-....,..---- - \. 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III I - I-- - --- 'c'- I 'i'" '''''I'''' "','" ~l '~I I ---+ ~ . . - r lj ~1-rH ---------LJ .. ~ ~I -Ll_ --,- . -- --~-----------------------..._-~--.--- I F ----- !=5~ =~ .::=:::r I 1\ -1- I I l .~. .. I I . - - IIII -- - - iITffim ~/ /// /--~ /~~ ///~ ~/-- ,,,....,,,,, , U -- // / I I I I I I I I I / I /1 // // // // I I I \ \ \ \ \ \ \ \ \ \ \ \ \ J /1 -----..-..~ ----------------------...------...-...-...'"7-----------......--~ I I I I t I I . - . I I I -1-, I I I I ---- i--- ~-- -- - .1 - --- -- r I I I I I fJ I I I I -n ) I I - - -- - -- , . - - - - - --'--1 I !5 u:) a.1.J B: r I SCALE: 1" = 20' -0" I o 10 I 20 ,......" <:::) <:::) (""J ~ ......., z => -, oN ~tf')~ .e\CN ~=~NN '1"'1 ~.... th. ~ ~:s~~N OJ m !>'" s ~ ....-'~\C~ eQ~eO o u'~ Qj \C Q., ~ 60 = ('f) s' ~ = Q 1r u~jf~ ~ ~ ~ I',J @) ~ @ ~ D~ r ~ :3 @ ~ cd] ~ fS :: 13 Z LJ Z" a:- t:< "'''' ~ ~~~ ~ ~~~ ~ ~o..~ ~z~~ U"'$WCko.. UJ w ' ZJ: ~ ~i::;:l : b ~w~ z ~~-~B~~-' _~<t~C~& ~~~~~~8 ~:~:~~~ :!~~f~ffi ~~~~;~~ ~~~~e(l)~ ~~~~~~2: .. _ W CI:::l:;:)W ~ CD ~ CO CO en E CO -- - - -- S g~g " ,2 I- ~ :i: ~Qd +' ~~~ ~~ ~7EJl.~:! d~~O~a~ ~~~~a:~g. ~>a~f5lt~ &~E~~g: ~ ~ ~ ~ ~. * i gr~'~~~~~ III ~~t-.o~ ~ ~ ~~~~~~:t !:~~~~;~ ~1~~~~,~E E ~~ ~ ~ ~ f ~ :E: a... 'ts en c o 0) (J.) L- a -c - (J.) -- \.I- 0) C -- L- a. 00 o Dc::J ~ @) @ ~ @V ~ OCJ ~ (!!iiJ @) [? @) ~ DCJ cd] ~ ~ fS ~ [? ~ :3 @ c:::J @) ~ ~ @) ~ ~ (!!iiJ @) @ o~ @) @ c::::J ~ ~ fS @ ~ fS @) E'::J Dc::J ~ fS ~ ~ ~ ~ @) DCJ ~ @ 23 E'::J ~ (!!iiJ ~ @) @ ~ oCJ c:::J oCJ @ ~ ~ _ tA\ ~v =- _ ' __________ '::1... - "'- ", "\ -~--'-~$~~~f-+:~l"'~" - ___==_D ,H I~ 1- - ~ - ? \" \ 1 V't-'-"I~~~'-------- --- ----- - ~ '" \ \\ \ - - --- --- ====----- x~ I \ ,- ---- "'}" l. /// ) \,\ A^") --"\ --443,~-----442~~ 447 -.-, · --Oyy-~ _-~-/-;::;~---- 1- _----- ~~E f\11~--- / /.1 lJ(lJ(:.J Av\~ "\ -----" '-_-- _--- /_- _-'-= --I-C-j- _/ -" ,,,,\ I " _--- - ._-" ___./.~ -' ~ - _- ,_~ I \ _--- ___-- _ _---," ".; "...."e"'.... -~ .-~ -~ - -- ," \ ------ ______-- _-- ___ _ / f~ J> "'AI- - --- " - --- ___---;:" ___-------------------------- / ' ._~ ....;;,..jj_I$;'''' __ ___--- ~"bn:..:"';;;; _--- / I ---~-- ___ /' _ _--- ~ _ _.' ,. .- 0 - - -----""- '" ,~ -:-..~ --- --- /'-/ ,,______----------- ___________-- _--;""--- . ___--- ___--- p y-~ ~=~~k / / ~- /'// / /" ,,___ ___- ___------====-----------=-".:-=--=--=--=-----1 ~ .,.,/ ___------ g :---__ ~,. ~w- {" - - - - - _-=-:-::~-------~::---------- / I /' i:3 / /' ,,___ ___- -----------'- ---'---. ------ f' ",' · - - - - - - ------ -- / . - / / ",/" // /////'/' /' ~ _' ___, ,c _~ I _-- ___---/. I · f -------~~--- -~- //' //L // / // // / // \It / --- -.. - -- ------ - - =---.- - ::-.::=------- / / / / //. / \It.... .' ./_ l. _.__. ___. _. /// __ __ ( ----. - - - - - - ?""-~ JI /--..... // / ./. / IY" / (_ . ~.. .' _. __- .tm~L-------- ' ///////// /v / ,_ tfS~~ . / / / // ./,. ~ --..a- // // // / -'"~___--; . w...... b~ .I' / / /:,. --------. ~ _ .,' / / / ------ --------=--=----------. .-.-~---- - / / / " _-- _--------====------,/---- I' / / /'/ (---------------------'----- '-" / /_ _- _-------------j I' /". . _---- ___--::..:---;:--- I ----... /N --------------------~------- , '- ( --- --------------------'--------- , '- __------- / _-------------L. . 11 ------ /' /---- . --------- --- ---'-'---- /'/ , / -. ' / ' / ------ "- / .. ,/ I' 1----- ",- II , , / ----::., / / / -- / // I // I ,,/ ~ ,/,/' ~ / I // / / I I / // // // // // // 1/ I I I J I / / " " /' // // ,ill' ,," ,," . I '. ," ---------------- // / 0"""'- ~/t\-4 ~-* 1) ~ ~~ I J ~ .~~ ~~~~ ~r i\>H~:" r~ ~~ n ,TiTLLI, l H ~ ~I ~. =i .=1 I I I l .0 W~. - .0 ad - ~~ 1" - J-~ .0 ~--~ r \ c:::J @ 23 ~ Drawn by: ~pproved: S,G, ~ Issued D t _ a e: 02/26/07 Revisions: fS 04/19/07 ~ ~ @ 23 E'::J ~ ~ ~ @) @ 81-1 c::::J ~ Cc::J @ ~ @ ~ ~ @) @ ~ Project No: pRE ~007-0003~ Wi /( iM1.s ~~J<-e-vlj pr~ Sub YfL( Ifd---l. (J PLJe-:i () f 5 &/13!X007 S , k f I tLvl. .mo oUftcttfi 0Yt. rvLtLJ or 12)000 GoJlon DoublewQll UL-2085 GQsoline StorQge IQnk 12)000 GQllon Double \,JQU UL -2085 GQsolineStorQge IQnk . I/F1. 1 FUEL SYSTElvJ Ll\ YO DT . . . GQsol ne Dispenser Kiosk (6/x4/) Co. tch BQsin (Typ.2) Outline Of CQnopy Anct Cone, Drive PQd 26/ x 2 4' W I 16 l -:- 611 C l e 0. r 0. n c e . . . / / . r------ -------------, I I I I I I I I I I I I I I I I I I I l I I I I I I I I I I I I I l____ __________ ____J . .1 . / / ~// tt ~ / / / ~ Concrete TQnk Ped / (See Engineering) / I . . . . \ L ! . 15)000 GQUon Double WQll UL-2085 Diesel Fuel StorQge TQnk . . 611 Sch. 40 Concrete Filled Pipe BollQrd (Typ. 4) Diesel Dispenser Fuel IslQnd (8"x4/) CTyp, 2) CQnopy ColUMn (I yp, 2) . . SCALE: 1/4" / l'~O" · N ~ ~ct)~ >\O~ OJS~~~ .~ .~ ~ ~ ~ ~.J:l~~~ ~ ~ ~"~~ OJ -' OJ tf')- ~ UO .""" -." ~ Joe :> OJ ct) 0...... bO = ~ ~~.... = 0 .. 8~3f~ ~ ~ @) @ DCJ ~ @ (][jiJ ~ 23 @ ~ ~ c::!J ~ ~ 0 DCJ @R) @ @ i~ t- ~ :;:; ~ ~ (9V ~ i ~ DCJ ~ @R) @ p @ 6 DCJ c::!J ~ ~ ~ ~ [? ~ 23 @ c::::J @ ~ ~ @ @1 ~ @R) @ @ DCJ ~ @ (][jiJ c::::J ~ ~ ~ @ ~ ~ @ P:J DCJ ~ ~ ~ w () ~ z '" d ~ ~ g .~ ~ :;: - o ' '- <= Q. ~lL. o 0:,0 ~ ~~ ~ ~~ 8. ~~ & ~ ~ ~ 8 b '0 <i ~~: ~ ~ a~ ~ .~ ~~ z "::' ~ ~ ~~ ): ~ u.r- Z ~ O::~ W )- <t(:Q, ~ C ~ 0 CD C) ~ ~ Cl) @ Dc::J ~ CO L.. @ 0 23 CO ~ ~ ~ @R) en -C ~ - @ E Cl) @ -- &? '+- CO 0) DCJ c::::J DCJ -- C @ - (Sg - -- -- L.. ~ ~. c.. c::::J en @ 23 ~ ~ Drawn by: w.o. J. Approved: S. G. Issued Date: 04/16/07 ~ Revisions: @ DCJ ~ @ 23 ~ ~ @R) ~ @ @ Drawing Tittle: Fuel System Layout c::::J ~ DCJ @ ~ @ ~ ~ @ @ F1.1 ~ Project No: p~ .)-of5 &/13/{)7 PILE- 7- 3~ 6 / - 6 /1 Ei .~1L I I I 2' : I -L"N' $, ". l~. I I I. _"_ I ~ L__________J . @ FLOOR PLAN SCALE: 1" - 1'-0" _ KIOSK I i J ~\ ~\ @ELEVATION SCALE: 1" - 1'-0. KIOSK _ 1 / C A. 1 I / CANOPY B~IOSK 261 ~\ ~\ 1'-1'< r \. ~ 6'-10' @@CELEVATION SCALE: 1" = 1'-0' 131 7<-10' r G 6'-10' o @:;~A;..I~Nl'_O. ~\ KIOSK 6/~61i - KlOSK I- I ~I 241 J r 21-9// 16 ! - 6 II SCALE: 1/4" l' 0" ~~~ ,e~~N =~~t--. ~.~ ~ ~ ~ Oai>..Q~ OJ,S ~~o ~ <:).~ ":":' \0 ~ U OJ tf') 0.. =- f.c-' 1""'1 = <:) · · 8!3f~ '" ~ ~~ ~t3~ ..."'... "'OCt: "'''-0 ~ a..~;! w ::> = ~n.~ ~ ~@5~O 8~bW~Cf w a~~-~~~ 2 fi~~;'~~ 6 ~~~~~~_. z ~c~~f3;J& :O:~dG~B :~r3S~~ci ~~~f5~~~ ~tiQB~5~ ~~~~E~~ ~8:~~e9> t""~~~~5rs d~t ~ .~ ~ 3 ~ ~~~ ~i~ ~7~~~;~ d~~CS€t8: S~!~~~: -g~g~E~;i ~~~~~gE ~~~~~~-g b'~~:~~~~ c~fJf-CJf5~:p ~.s~B~Ud~ ,r~~~i~:~ ~ ~ ~-~ ~ ~ .~ E III .~w I- g ~ ~ ~ :fC:Q::~U::>l.O t-~.q:CIi:l~o..-nO} ~ @R) @ @ o~ @ (][jiJ ~ 23 @ ~ ~ c::!J ~ ~ ~ OCJ @R) @ @ ~ f9}V ~ DCJ ~ @R) @ [? @ ~ DCJ c::!J ~ ~ ~ (Sg [? ~ 23 @ c::::J @ ~ ~ @) @1 ~ @i) @ @ D~ @ (!!if) c::::J ~ ~ ~ @ ~ ~ @ ~ DCJ ~ ~ ~ .C' c: ~ 0 Q) 0) ~ @ ~ Q) OCJ ~ CO s... @ 0 23 CO ~ ~ ~ @R) en -C ~ - @ E Q) @ -- ~ .'+- CO 0) oCJ c::::J OCJ .-- c: @ - -- (Sg - s... ~ -- ~ c. c::::J CJ) @ 23 ~ ~ Drawn by: \N.D. J. Approved: S. G, Issued Date: 04/16/07 (5 Revisions: @ DCJ ~ @ 23 ~ ~ @R) ~ @ @ Drawing Tittle: Canopy/Kiosk . Details CA.1 Project No: c::::J (Sg DCJ @ ~ @ ~ ~ @ @ ~ (J~e:- .3 of 5 &/f3/01 PILE 7 --34 . Baseol on the info~~r!a tion p~^ovioleoll all oliMensions anol lUMInaire loca tions shown represent recoMMendeol positions, The engineer anol/ol'" o.rchitect Must deterMine o.pplico.billty of the lo.yout to existing or future fielol conditions, ECTA HIGH IMPACT ECTA LOW PROFILE ECTA LOVV FLAT LENS r-'"""D -0---., 1 laf \@/ laf l - :"' \ ~l~I~~l$ }-I' I 'H Iff \ = ) in \ ~ -0-. 1 ~ \@/ @ l - \ ~ ?~~\[\ W - . \ - }-'! ! 'Y ImLL \ "",ill\ -,....., ,-. 1 It \@ li rr Q ~ If\ ~f ;"~ ~ ~~ ~ I I 1 H I mil \ = f ~ ~ \ (l \ jJJ I <l. '-.......... ~ j)l ~ <1 '---"'~ ))l ECTA 175/250/320W F /C73 IESNA FULL -CUTO;:"F CLASSIFIED ECTA 175/2SO/320W lP IESNA FULL -CUTCfJ ClASSIFIED ECTA 175/250/320W PG . IESNA CUro=F CLASSIFIED CANOPY CANOPY CANOPY #3 #1 #2 . . . . 0 0 14.6 0 0 ~ cj 8 9.2 10.4 14.7 10.4 J o r. 0 0 0-, 0 0 0 0 0 0 (7.9 9.c: 13.5 16.2 1/.0 14.1 8.2 10.7 12.1 12.0 10,5 0 0 0 0 0 0 ( 6.3 16.1 22.8 30.5 30.1 22.7 16.4 0-, 0 23.7 0 0 0 0 0 0 0 ( 1.2 1/.6 16.4 21.5 16.3 . 11.8 16,6 17,8 17.8 16.0 . 0 . 0 0 0 '~ 0 0 ~~ 19.~ 1~ 0 . \\ 0 ClIo tG=J 19.4 I' .\. 14~ 1.6 o \ 0 -lQ ( 4.2 30.0 ,J 30,3 1 , ; 13~ 1.1 1 lIo~ o ~ 0 ..., ( 2,5 20,5 .J 19,0 0 0 20,6 .J 20, / 1 , 0 0 0 0 0 0 0 0 0 17,3 0 e 6.5 17,0 23.0 32,0 31.7 22,9 0 0 0 0 0 0 17.3 0 0 e 0,9 17.2 16.3 23.1 21.0 17.1 11.5 1519 17,3 15.4 0 0 0 0 0 0 0 ell 9.5 11.0 15.4 15.5 11.1 (~.4 0 0 15.4 0 0 0 0 0 0 '7,5 8.8 13.2 16.4 13.3 7,8 10,2 114 11.3 9.9 . .' LO\J PROFILE FLAT HIGH 1M PAC T NUMeric SUMMo.ry Project: Title BlOCK Lo.bel Avg CANOPY1 13,52 CANOPY 2 15,81 CANOPY 3 18,60 -C- 10 Sco.le No.x Nin 20,7 7.5 2317 8.1 32,0 9.1 Avg/Min 1.80 1.95 2,04 . Mo.x/Min 2,76 2,93 . 3,52 . '. LUMino.ire Schedule '. Project: Title BlOCK SYMbol Qty II 2 II 2 II 2 . . -C- 10 Sco.le Lo.bel A B C LUMens LLF Description . . 23500 0,720 ECTA-S-250-PSMV-LP 23500 0,720 ECTA S 250 PSMVMT F . 23500 0,720 ECTA S 250 PSMV MT PG . Arro.ngeMent SINGLE SINGLE SINGLE . . . . This lighting puttel""'n repr'esents illuMinu tion levels co.lculo.ted frOM luboro. tor'y clo. to. to. Ken under c 0'1 t r" 0 II e d conditions uti li z in gc u r r en t Industry 5 tun cI 0 r cI l 0. M P r' 0 ti n g s in occorclo.nce witr IlluMinuting Engineering Society upproveol Methods. Actuul perforMonce o f 0 n y M 0 n ufo. c t u r" e r I 5 l U M in;} ire M u Y V 0 r y cI U e to v 0 r i 0. t ion in e l e c t r i c ol vol t Q g e) to l e r 0. n c e in luMpS oncl othey' vurio.ble field conditions. Maintuinecl Footcanclle levels a t grade) using a xx Total Light Loss Factor, . '. . Re\/, DQte Revisions . () o !~,,~~~,~,~!.., ~..:'~'~~.IO:~ ~ '"'' "'-"00 . '" '"'' "3~"" LIGHTING PROPOSAL FOR wILLIAMS BAKERY SPRINGFIELD; DR . . . . . By - SCAlE:l H=10' LD- 85243 . DATE: 4/26/07 LLS SHEET 1 OF 1 BY: . . , .' '.' . J / (J~e- 4- of- 5 PtE]- 3q; &//3/07 . 201-0" 1-' b'-b" 131-0" 0'-b" ,- I ~ $ (4'\ ~ t1 I {;} I I 1 WI0x12 I .~I 5 ' 51 TfF. I W10x12 1 A" /(I~ W TYP -sll N XI N "3 "'t ~ I ~ I IS\ ~IM. - r ,- ~ {;} . I ~ 5IM.W I ~i~ {;} (2) ~SS10x10xIl4- ~ ~ COLUMNS /" - -. " ~ I W10x 12 ( J I ~ '//k ~ ~~~/ W W {;} I "'t N {;} I (}1 TYF 1 I {;} I "'t ~ TOP FLANGE BRACE, TYF. fT\ ROOF FRAMING PLAN W 1041=01 CLC , \i;;~g;l SCALE: 1/811 = 1'_0" 3/1b. DECK CLIF\' . ~. 4~ 118u WAS~ER ~~ # ~l OD = 1 112u ~ ID = S/lbn CD 112'4> BOLT TYp. ~ 2" ~ m ~:~::L1F SCALE: 3" = 11_0" ,S/lbn+~OL.'ES FO. 'R.l/2U~~. .' .' 'MB. ALT. NEAR SlDE AND FAR SIDE, SEE 3/S1 #10 TEK SCREWS @ 21-01 O.C. TYF. ~ ;:::,., /~~~ ~ XO " ovERFLOW SCUFFER (WIT~IN 11-08 OF EA. GUTTER DRAIN) #20 GAGE 31 ~I-RIB l'-4U WIDE m SECTION Tl--IROUGH ROOF W 1041~l!llOOl~ SCALE: 3/4" = 1'_0" ~ ~ I 1/4"cp THREADED ROD :::::=:: / ~ :::::=:: ~ :::::=:: ~ ~ VDOUBLE NUT r --...AROUND fE WASHER I I r~ 1 -~ ~ WAS~ER FLATE CONNECTION N.T.S. II...b" 21 TYF. @ v--- (4) l"cp A13. WI fE WAS~ER @~ 112x4x4 @ 2'-bD MIN; EMBED VI 1/4" BASE fE , O L--------b"cp OFENING FOR . .._ ~ ELE. CTRICAL CONDUIT , . 1------ t--- ... I~' ~ f.l6610x10 ~ @ '.:.I5/1b V .. ~ " @ .~ COLUMN BASE FLA TE 'W. 1~4/(!)s?)~e CLC SCALE: 1 1/211 =1'_011 . . .......--, ,/ "- / \ / ~.I \ \ i~] \ L:J / \ / ~}~--~/ EfJ .rJ\ ~~-~ . / I I \ \ I: J I " I 11// ~ '- ~ : W10xl2 I I I I I I II _____ HSSI0xl0xll4 ::~ (2 TOTAL) I I I I ! A' -V...L... -r01-- I I I I I I I I I I I I I I I I I I I I 1\' ~ j , ~ r W12x2b }I/ ~bH CONC. SLAB 4 ISLAND I ~ r':o~~ .--11 ______ TYP. FOOTING t:-- ';'. ~ ~ . ! _ , , <:1 .lr--'-~ . 0" .#5@.11..01IO.C.---------.'.,' .. ~ ~ ~ .' . ALL SIDES WI #4 L.- 0 J- . TIES@ 11..0" O.C. "'A' (2) WITHIN TOP lO" t. 41-011 t TYF. SQUARE '18\ "SlY TYF. 'V {:= <1 - ~ I - N ..0\ CANOP'Y SECTION ~ eCT3~3b SCALE: 1/4" = 1'-0" (2) #10 TEK SCREWS L2x2xl8 GAGE CONT, OvER BEA.M (2) #14 TEK SCREWS- .7*~ b ' b LJI /b b l' -D. .n "" '? <<,y "'l!I!r''''l!I!r' ~)....7 m TOF FLANGE BRACE .W 1.:a>410~1fiL'5 SCALE: 3/4" = 11-0'1 ~ (}1 I I (I) "J0@ 8' O.c. . ..... R:(\ I / f. L2x2xl/8 CONT. --,-/ i '\[\ \ ~I LB-B : l~ ~ / _ ~~ 1I8V TYP. ~ . fE 3/16x2x2 WI ('3) V.:' "-..: L2x2xl/8 TYP. #10 TEK SCREWS I'" " SECTION B-B I'" " I "" N.T.S. I " I I 20GA.~ : FASCIA" : I I I I I I I I I I I I I I "'t BRACKET @ 4'-0" O.C. - N , 1'- I . j . . J. -:... -... 1 I 6\ \ ft \ "lrI/-----....... '- - /-~ / L 2x2xl/8 .J I 1 ~ ',' .', ,-". ~ g ~ /~ - '''-~(3) #14 TEK SCREWS r---f--~--\ @ 1'-4" 0.C. Fa; \'. LrJ '- .-/ . ....,. jg - ~ . Ld L2x2x1/8 CONT, (1) #10 AT SIDE 4 BOTTOM @ 2'_8" O.C. .0\ FASCIA W 104101Z>0~ CLC ABS DRAIN PIPE WI 20 GA.. DOWN SFOT S~ROUDCOvER. SCALE: 1 112" = 11-0" . , '0;:.. - ~ I - ~ '" ~ I ill WI2 1I/Ib"~ ~OLES F.O, R 5/8"~,~ . ____ 1/4D fE STIFFENERS (TYF) BOL TS TYP. . ~.' (4) AT EA. A55EMBL Y FE. r\ . . _ ___________'-" 3/1~ V TYP. '"- - W10 ---N T T 3 1/2" 'I 'I ....?~ ~ ""::.- 1/4" fE STIFFENER---- II IWrI (i;\ BEAM GIRDER CONNECTION W 1.:a>410=6iGB<Z>h {;} I - N ~ I N SCALE: 3/4" = 1'-0" '" 3/16 V ~ \{ I I \ I I I I T T-:- 1=========il~=======11=========r1========1=t==; A V , f- . - . "";:.. " RI6 'OFJ DECK 21-81 21_81 . NOTES: L SEE S/Sl FOR INFORMATION NOT S~OWN 2. DIAGONAL MEMBERS NOT S~OWN FOR CLARITY m CORNER CONNECTION OF FASCIA W 1041001'" CLC SCALE: .3/411 = 11-0" (2) 114" STIFF. Ie EA. SIDE~ .... TYP_ (8) TOTAL I ~ (3) SIDES "" , TYP. 3/16 V ~~ (4) 314M DIA. BOLTS TYP. ---I'-....... . AT 3 112 H O.C. ~............... . ;::::... "nn : 1/8" PLATE RING 114 V STRUCTURAL GENERAL NOTES L CODE: OREGON STRUCTURAL SFECIAL TY CODE 2001 2. DESIGN LOADS: SEISMIC: WIND: SNOW LOAD: SOIL BEARING: SITE CLASS Di S& = 148.0, SI = 4S.05 V3& = 100 MF~, E><P UB" 25 P$F 1500 FSF (ASSUMED) 3. CONCRETE STRENGT~ FOR FOUNDATION TO BE 2500 FSI AT 28 DAYS, MAXiMUM SLUMP 3" PLUS OR MINUS 1". CONCRETE COvER TO MAIN REINFORCING SI4ALL BE 3". DO 'NOT IIWET SET" ANC~OR 130LTS. SECURE ANC~ORS BOLTS PRIOR TO CONCRETE PLACEMENT. 4. REINFORCING STEEL TO BE DEFORMED BARS ASTM A-b15 GRADE b0.' FABRICATION PER MANUAL OF STANDARD PRACTICES BY CRSI. 5. ALL STRUCTURAL AND MISCELLANEOUS STEEL TO BE ASTM A-3b. WIDE FLANGE STEEL BEAMS TO CONFORM WIT~ ASTM A~S2, F~= 50 KSL TUBE STEEL COLUMNS TO BE ASTM500, GRADE 'BI. ALL BOLTS TO BE ASTM A-301 UNLESS NOTED AS A325. WELDING PER A.W.S. STANDARDS WIT~ E10XX ELECTRODE 4BY CERTIFIED WELDERS. ALL EXPOSED STEEL BELOW FIN1S~ GRADE TO BE COATED WITH ASPI4AL TIC PAINT FRIOR TO BACKFILL. PROviDE SPECIAL IBC 2003 EDITION. b. ROOF DECK SHALL BE 20 GA. CONTINUOUS DECK WIT~ 3" STANDING SEAM @ lb" O.C. AND CONFORM TO ASTM A44b, GRADE IIC". -5 MIN. RIBS IN COMFRESSION =.3533 IN31 FT . -5 MIN. RIBS IN TENSION = 235131N 1FT . F~= 40 KSI) 1. PROviDE SPECIAL INSPECTION PER I.B.C. FOR FOLLOWING ITEMS: -ANCHOR BOLTS: 1104.4 -WELDING: 1104.3.1 8. CONTRACTOR TO VERIFY 4 CONFIRM ALL DIMENSIONS. NOTIFY ENGINEER OF ANY DISCREPANCIES FRIOR TO START OF WORK. S. CONTRACTOR 15 RESPONSIBLE FOR T~E STABILITY OF THE STRUCTURE DURING CONSTRUCTION. T~E STRUCTURE AS SHOWN ON THE DRAWINGS HAS ONLY BEEN DESIGNED FOR STABILITY UNDER THE COMPLETED CONDITION~ 1" ,. 1" 2M ~W12 r- ..... /'fin ;::::... -dJ II I 1/ il I J1 ~~ie IxI4xl'-6' I !\ 1I8J2@6 ~YP. i~~~ WELD I I ~ ~SS10x10 m GIRDER TO COLUMN CONNECTION W 10410001 CLCLIB@'i5 . SCALE: 314" =1'..0'1 '. SCALE: AS SHOWN , fSi) fS OCJ ~ '1;' " \J ~RU Ii AI ~ ~ ~~\~}J Of!~ [? ~ ,~G \ N~~ .~ @), rt~'W" OREG )I~' .. cS1 'U_ f/. .tJO~ ~ ~ -~ ~y 17. ~ ~ ~/() ---- fG.~ ~ R, ~ fS I EXPIRES: 12/31/07 I ~ ,:~ 23 @ c::::J @ ~ ~ @ @1 ~~ Ci; S ~ c @ ~I-O~ COw 0) . ~ ~ in Q) . a LJ..I \,.J '- . @lj Cl)c>O ~ E:::>a)~ COZC~ == -00> @ ==oO)~ .~ ~LB : --d~~ >\O~ ~~~~ OJt'I1~(t)N .~ ..... ;: N. f'1 ~..oi>-~(t) o ...~~, ~ ~ ~-'t~s t'I1 UO ..... ... 1..0 l-l . 60 OJ (t) fr ~ = 5 ':":' o co o,.c; )( U~t-J~~ .. ~. ~,\ I. III Uill fil!ili ~ jli 1ii ~lli!; _lalla I;&~I Ilg~a Pt3li! III I ill i i&!a!1! di!n; ifdl!51 h :~'~;~:l umU . ,~ <.9 10 OE if Z ~~ ,~ - ~ ~ ~ ~ ~.~ : w ~~ ~ w!-;- ~ m.2l Z gffl _ <'>m 2ci <.9 ~~ -<'> Z .~~ ill 'OQj .c:'- ~8 (;~ ;dil (/)<q lea 0010 "3" - <C '<C. .'. : ~ ~ @R) ~. @ fr @ o DCJ ~ ~ ~ @ ~ ~ ~ ~ , ~.'i).' . c:::!] ~ ~ fSi) Dc::J @R) @ @ ..~ ~ ...~ ~ @R) @ @ D~ @ (][jiJ c::::J' ~ ~ ~ @) ~ ~ @ t::J Dc::J ~ .. .~ ~ ~ c::::J @ 23 ~ ~ Drawn by: CLC Approved:H R A Issued Date: 06/08/07 ~ Revisions: @ OCJ ~ @ 23 t::J ~ @R) fS @ @ . Drawing Tittle: Structural Plans and Details 81 Project No: A071 04 f t/Lf)G 5"c-fr 5 &/13/07 -PtZ..l; 7 -3~ c::::J ~ Dc::J @ ~ @ ~ ~ .@ @ ~