Loading...
HomeMy WebLinkAboutDWG 808-8; 9203; FIRE STATION NO 4, 1985; 01-23/ / /' ~-- I I I I 1f ' I I I I ' I I I I it-:,QcJ'NI?(.,~ e10"<:>/4. "Z~o'' G~) _cut<.EJ 4GUTT·e~. . · tYt.7• .. 1Lo• ... ·.!!,\ r 'l-===::::::=:i±:l•-1:J. ;..1 .,,.,...----4 -.I/·- I I 4 "'" \ I ,- ·► I , '•· -·::_; -··· ' 1 , ... ·-·-·•·", " , .... ' ' @----' ', I . ' i ,;."QM':fd..11 I ' I ' I I l; I ' i ... ,.iJL, .__ ___ ....;. . .1.,, . - 1=1 E-\/ATION V4!'"' 11-ou ••--••-•-~--.J, .. ,. __ ,_,~,•~•-•-•,m- ENCLOSURE. SCAl.,.,,l:,iS A~ N/7ra0 I ' ' ' i I,. fl. "·I ' l z I i ! ----·-.,,,,.., ........ ,., ... j ' @ __ · _F_L_l~.~;F;t:'1:_E . f:1,;{?E~:. 1 ...... ---~~~=:~:: ~;-, 1/,:z' "'-;• ... ,~:)' ! '·' "' ,,_. ... : ; "•' t---------------------~-,-<_ .. __ ,J . -----~-----··-"""'~'-"'""",""-•""''"'~ il ! ·.•.II''• i;;)°!',/":, ,'.',. I f"··-··"-'"'"""" · '""'"" , ......... _ "' ·1 I I I i ,~~--·-··-·-·"·'''' i!"•f:••f ' I ,.. .., / .~ ",,,,; I . ., ., -------------------------------------------------------·----------------------'------------------------------------------------+-----------------------.. --,.,. ... ,,...1 (, I .2.4 X :HI 1>R"'-T£0 O"l l'ro I~ ~I..LUtP<II\.N1 • , _./ ... :: .. ·-' ___ ,, ___ ,-_____ ,_. .. \ ,j?'. ,( ,;j,' qr' J i:;," <:;, & I ~ II "' ,::., -t'.1<. (,I) "1:ri'L j ~ {? I (.1/ ,:?~ r---=- .,I< I I I ~- \-9 ' I -~ l ~-------------- :d) I I ---©--+ . -- 1 I I t ----------- +------·----------- ----------,_ i --____ .,............, -------------...... + l I I I " l,Z-0 • ---~ .. -.. ,.. ............... ,.... .... ~--~·--. - ~ --l.,1i-.Je-,t;,rt,' ~: ~-,c.-:,,,.,r,:;:,~~ I ' j< ' -I c:r' ' ' ~! i ... I I ----......................... '."._"""------------------------------------------------------------------,.., ___ , _________________________________________ , _________________ , H M 30 rR1NtlED o"4 110 IC<,Ot; CLEill'l!'fltNT • i I fr,. 'o'GJ.l&citl.i:'. ->---l"----1• ::1111 : ,4\ : I _\' ,._ I I ,... --.... T ---_l 1 I ' I +---' ' ~ C? -r' !':; ~1 J J · ce,,!"..,f.;, t;?,;,(-;''. (:;1..,e;y..l;'(,,,:,,-1,:c, ' WINDOW PE:.c;cR:pT!ON DETAll...<2> ~>'.c'\RI< WIDT~ wa1c,1-l, ~<N ($(;:! At,.,:;;o ~')<;T, E:LE\i':>) 1-ll=AP .,;P.,Mf:, J,"'t'-',b SI LL... ..,,.,.,..,.tic::ml::m: :r::nm11: .. T. t:,,-,::::r.-:::~•~I=•=· ~-=· .. -·•·= ----~----=•=~~ -,...........,. -~• •- A I s'-o" s~'-o" "rE~ ALUMINUM HORIZ.SLIDE.1: S AV) T AIO Y AI0 V 1 AIO ~,.,,~,·-~--· "-"-·~--~~ "'™ ----·------tt------,------::---c---+-+--t--+-+------lf-'---t--o+-----if--------------------tt fo 101-011 '51-o'' '-{eC do (o:-;o') S AlQ T AK! T AI0 V 1 A'iO .,_C_ r::/_-0-1' +--.,_,-,--_ q-,-, .,___'/_f_<;;_, ___ _,..__A_L_U_N_I_N_U_M __ l-l_0!<'. ___ -1z-.-":al.--ii:::E.1:=--s; AIO Y' AIO T AIO U b.10 PA":£:> 11-lR:C>IJCH W/0L.l0\NG <SCI?.!~ ..... C? .. -·;;;-::~:~·1'"-~•--0' ___ ~s ----"'" ---------do -------SAK' 7-AIO T' AlO V AIO ,,__ __ _,,__ ______ --------------- G I','',: ,, ;' -c' '-:'fC do s AIO T AIO T ArlO V iA,O '~::'..=::-.~·._ --... -······-··---.. --"-"~ •~----• m=:7",·.~"'-"-Il'C•'Lf,,,..,,,,._:!""!'! =c•,-=--=""----"=-==--=~~-----P' -'' ~ -o" 'If.':!: de, 5 AIO T A'f.J T AIO V 1AIO 1---'-<'.::t--~-,-:_,-.,-.,~-. ,-, 1---3,:-0;;·-+--~-. -.. -. ----..,. ______ j;·----··-··---... -~--·s-;i;io ::;:-A'.o _i_ i10 v 1t-10 -----------------·---------11 ~j ,,1 ·c'' 2'-0' ':0 de> S AlO T NO i AIO~v1Aio•------------- :~-~---ff-----:-:~-:-:·.,..., +-!-,-'~!---::----~-.0 _____ 1--'1'_1_-x_'e::_:o __ ~:· ~L-. ~ wroo s~ ~~ :; ~11 ~i-,: ~i-~'.: ~~ ~1:::~~~;·d:::~1$tae 1::~UN. -·-------=,::::,--...sr,, .. ~ ==~--==fla~~-=...,,,,===;==;=;===;====+==l==F'f"la="F=F--+"::"'+"'"""'l...,,_"":""".""'"""'cT":=':":'"."""~='-"=""=====:"""="""'i L ;,1-A,"_~'._-_O_''---+---N_o ___ ---it _ _fl':':~1? .. .'.:LUM\~J::~" * N A!O p• AIO f' AIO I< At0 'f'MATC~ APf11=-.-AAANC:e: oi:, v,.;Q\•1,; c,. e:,. M ::,'-4'' 2 1-0" NC, do .N AI0 p AlO p A10 i<:. ~o ' do ... I------------l-----l--------ll---------------,tf.---j.,----,--l--+----t--+--+----tt--------------------1 N '?1-4" 'Z'-o' NO ..lo N A,10 f AlO F ,l.,10 ··i:::.· Alo -do ... :~.·--···--··· :·1·--;'-4" 21 -0" NO do N AIO f' Ato f AI0 R AIO i:al<:i --.• a '3,I-4• '2.1•0" NO .... d1;1 ... .. N AlO I f' /.,\Q p AIO R AlO ca;'jo ... ... . . ..... . ~ ___ _:___-+-_ _:___-4 ______ -ll---------------li--+--.j._C_--+--'--+'--l---+-+-----lt-------------------1 fZ._. :;'-4'' '2.'-o" NO do ... N AIO p Atop' Aio R A:O, do '="·•·=.db=="'"4==="""'=--==-=-±-'i-= .. =-=-=·-=·==-=-·~ .. =.-=,--=··=·-=·=""-=·=--= .. -·~·=·=-•-=··-=,,I,=·=--"'•'-•"=·•· _.i..;....., ........ _ ..... ~1----=---------~ .. -=.-= .. =--=t-! ' : L ' '. ' CCHC..KB'ff. ~I.Ai!!, /F\ Sll:L "DOOR I~ ~ 3"-t'-01' REVISIONS In • l') (.) .... _____________________ __. r-------"-··· .Job '.Z-f 14 L-----------------------------------------------------_., ___________________ ..... ______________________________________________________________ _, 2• )( 36 F'RINTt:D QN NQ. lOOotl CL~Af9rRll'II ~ .... --------------------------------------------------------------------------------------------------_...., ________________________________________ _. _____ _ I<> 12-11 BA-f-( IN':.i.Ji.A'f,c:t·I -N~~~ Al,(, f:;~ fl'' .~~ , WAli,~ \....,,,· , "" ·-·· ··-· L r; ... to t vqir:,.:.t/l'Ul . ... ~,. 1 , .. Y• I { , ~~,.."~f"\-. , 't.: . -r"!~-... ":-· ..:.d _,.. ",~ ' "j I ' ' I . ,· ---. --··-" .3 .... "" E. LEVA :T!OH + i' f"lll€,Ul(, l>U, t:J.[' ,· [] ti ~ t.b;. ~ @ . .. fl .., .. ~ . . -·-·-----·-·------·~· ' ··-r +11/1J' \>V""!N<. ''"'""• t~~,r 11· ,:::::·.,._ "·'•"'' ·-~----·--·-·~ f1Il ~+--NO ~NC, t 111 <'Ll""'-lN ('; c•1LOw~.,:..~") ' . -1--9;,f' ~', ... \·,iC.1 -·--··-·· .. -i ...... ,,... . _ ··c--_ -.-.;"=-~ ·-..._, CU'w\> {\l.,'(H~ i,Ca)-11' Plv<O ~<"1"'1:h-, fh.J:.'>('o::';; . -ti'/;.." f<.)'4:WC.('\/p:)~ i£..1'"") / +11½" f',)J',;,)N6 (. "LD'<'·•O:..r<1.1'") f'Af;;lJAL. SL.eVA,.IJQt'-1 1A! l .. S<:;At.e' " 1/4""' \ -0 I I I !I -11(•.Z.1 ' i-r<+'f~~ lo~·JO +11/:i." "~'--i>.ui'"1 rrtrtr ~\ I I -~~·-· I' ~ +1'/i " LP>' It,;. ll(l.-r'' I -····-·········· cf --~ .. ,., .... ~.--.. ~----·" , -1'- ~-ptU.~;.,.@ -·--, 'N b;U., fJi!{ 0,·\0 ., . .. ,.,·-· -' 111A,;_'2,~~.1f'.'a.::i~. 1-:f1::-J I I J 1'1l~ F:ar,~1"'.,,lfl<::Al--'-",/ +· --·--------·-· ----·------... NO~.TH ~L.S\/A"TIOH I ~~I'.:':(~~ S 'i> . P ~ iC1 I ,:;;,It I_.:£] ..,.,. ,-,.,.,..,,,.....,-., ... _,t ... ? .... ; ....... /z,._,!;-f ""·f'."""""'"'""""·"'·•· ,,.0 ..... -·~~-.. -+.,""jl .. l.\"'l' ... :.,-, -..... ,"f,-., !-•~~"""",,:' .. ,..__~'!!1'.~~~~-""•""•""'"'· ,.,,,_,.,,._.,.,.,., '"'·· ..... £ ........ ,,,....................... '""-"'···""· __ .. ___ .,, __ ,!..,,~£"'• .. -•"'•"'"'• .......... t ............ ~ .......... ~,... _,,,. sc:At-e <>(•;4,Uc::;\l-0• -., ...... t '111 i ,4' W.¥Ai )10 ~ O;H71,,c.'.t .I 4-"-' \s /··r· i,,L,t;,. 101:7 11 ~,-f -,.:;.,, P--+--'-'"--...... ~~----+ -. vr- ~JC!<l ~•,.:,.·•I,:'., , e,i.t,.c,-r o.1~1-r10~,,,. ~~ v-~/N..A.., ··ro ee · W'~t.'.<'.,f,~,., M.:\., ll'-,J (...,b;Jf) '1.,-·J t.~r1:0f ~ l ·-:· : f· 1 ::.:~~ ~•"f'L f1 0 N 11:,4-- r;, -ry 1,a& ~-~::-px~ir·..ic: --·-·······-· .. ·····-~-., , ,__ _______________________________________________ ....., ___________________________ ......, _______________________________ -..JL----------------------1 ,!4 X 36 Pf!;lli"T~O 0~ !'10 10<)Ql,j f;l,f/1,fll'<tl",IT., REVISIONS 1--------,,. '------....... ·••''"' i----------1 1---~--l CL ' . ~c, 111 l i ct~ (1, ~ <f l q ··;.:.. m ~ 1,: L, 2 ,~1 0, (} .1!; 6 l a.J: q rI. lll 1"'111111 ,:,,1 ~ J.:, 1-(( i •;,\_,.I •1 ct u Iii I Ill 0 1-u. > I ii' -1 mo 0 / I ·.' Ill !,!.' 0 ,) I-l1\ -w :::, c/ I] ,_ D.> -r \ I- 'I I-<'! lL ro li 1 M~III -Ill I I u. u QI ~ Q) Ul Sc.ale Jot, 2.( 14 ', I ,, ii ~,iNt<iNc:, A-fei,I,) Cti.L~WblJ., _i ~ ~ ·"' i. ~ ~ ,-,r , . . ,o,-.,e,"'"' e,;,, ,O "81,r a, P,l.o,:;,,\1-,. / co--i,• •, .,-,'It:( ,~G..:..t· 1-" o._ ,._,.. •-' ' ', '~ , '"""' ... , ... ~' < ' ., ... , ,c; ,. -, J'·,,, .. .......:,... ~J"·, _ IJ'\,A.. ~,...,r1.,., ,,,. -----e!,')<.3').\" =~ ~.c,x, .. --r,,. -s~ ' 2, JI. 31 l'IIINTED ON NO, 1000li CLEAIH"IUNT • ' ~'~ -1 ,, "' ' -. -~) ' , •. .,.,,..,... ' ~J:,LW., I I , \ ' ' ,' ' I I 1' ; 11 t1 t "~')',~r• l)~ffi.,-( +\1/izi:,.,~NC,-'Nj)iCJ',V -·--=------,------•,•, \ \ i / •· 2_;~::;:1:~~> ,·'.. :::;:::::~~~[1 _ ·:::: :::::~: :;;:,.::::::·:c:_4J~~~:-~ :: :::.:::,::::. . 1 :.o::cc:·=-::: ·: , '_: ~-~' 0;;::;u:::•~~~--,, '·- ~-♦c Wdl~ , t:t ' ' .+'i%•~,ij,:jc." ___ ,_,,, __ ,,.., ,,,, .. ,,,,,~···' --~--~~----·-.,,,,_,_,,, ... ~----·-·- , ' . . . . . , ,. ........ ,....,,....1."ICOc.."IIC.:..::..,::.::: .... ·.,:::::·,.;;.,"-,-· l. :=. ~--"""-"•·.:·,;.:,...:;r,,,;,._;,.;""'"'::_.,, __ ..., ✓ --. ,; J• . ,: · -I · •1 · ,, , Ll~ · , . ,,-'1..ir, / --_-_ -,-,., . .,.,NC . . ~c:;.,,..~,,:;~,;:;f~~+=T . ":=--= ~-~-~ ~=,;; . +Wd'~ ft-----_, ------~~ ~;-c'l~~ co:MN ~ 'Nb.::, -~ J;; + 11;e'~Nc. ' '· I I 4?>'~i.; ;·· . . +1i1~•'~;:,;c, •i..o~oo,;;..;, . -j:f---1-----I + tl'~1NC. -------. ... :: +:::-~: ~•--------.. .-:--:-_:: ---~ ~ --·_:·:-_: -4':;~. -4~f -~: =--==-----~--==-~=--------J,.,,I ··:·:=:~~---_--=~--~:-_- ·----\:; '"'. . . ~-. --------__ ,_ -------·-·--' ,, .. ,. . .,,, ,, -, __ --__ _, - -1-11;e1• fVW-1.N'-1-• -...... -1-' . . --------•\~ I ifrlf<>..;_,~ . ':30UTH E:Ll:E..'-/ATIOH ·-·" .. ··-· ····-----,...--,-· ··-, ..... , .... ---rl--.~ T-"ffl•·· .,v .. .J.,L.~ .. LJ ... .l..!L. ~' .L -· , .. , ........ sz.:..~e, .. Zt .. ~bi.tt . ." . "' ,. "~· ·-""-· j -~-! .. -------:;:±:. ·~ A 1>-;lot · fll6"1b!.0>.l fu'IO<.w.. , ( f-lo.o •-!'LL€ 4¾ '\o. l .... ,;~ ====='l"I I + ' -"''""·-' '1 ' : :-:::_ ---1- T!LS SWE.LF OETAlLS·OUTDOOR OlNlHC1 BUJLOING SE.Cl" !ON E:,E:> -'Sc.ALB "'192u• 11-0~ _____ .,,, .... ,_ _£ .. , •• :.. .1□ ...... &1 :. ..... ,. . ... .6 ·····-·"····-·····~·-~·-··.:,.2., , , , . , .. ~LG ., V+" .. 11-0" ('l-ONt, 1%\;,'") · +'?" fc>l<!'-lN& -+111,;( flJl'~NC. ••••-•-u-,~---.••••--~--,---I I '::Y':ALF~ r:r~1 -0 REVISIONS I , .. ( ... ~-- ( I\ L () {' •'[ / i'll "' l t\l i-------,,·- Job 'Zlf4 I '" ·--~-----,~,, ... JI) "'«> 1.,1'>'--• \'l" --0 J , I t ·:_ti w <r f @. ~1',:t) ~~I'- i=.~::¾. .. ;::;=.~ ' / t;f,,,'K:l(Jr,iv -piu>ero · ';)1-l,1ri4>f? -f2.f.f.t\'JN , ~.-) ',,'' 1:~10~-;..;N ' , ~~,:-f)({., ~WH I _.-1:1-rl ~wt'i f,INI~~ ~~:,,/'\ f,ou_a IN(, pej,-f . / L~\.J,','Ml/l-f( ! • ( 5>11/v'ct'\J£./,L, ... ~II'(, ~0;11,p '-if(! .\If~ ---·· -·------..._ '2'1-(() ;7/IWN ~;I(, -r::::______ -·-1-+ t.tiN'1 4 '/. 10 lfl(~ wi1,~ . ' NOTE.! <Slac-s ~Ali.,. Y k,r-c+,'- Ho,t.-s: 1 c,t~'eSNs. '.ci-,,~:, Mt."7"81-'-JAI..,<;;. t:T"C. NOT' t--l01"E:iJ ~2'.e\N. i \ --.. REVISIONS BY z(!)~ z;; LIJit~ w::: (f)w~ ze -Z~m ww~ • < co t!) g (f) z !!= -..J zj llJZo <( ~ _J '.3 • a..~ t9. ~ w~ (l_ 0:: 3 ::)~ ~~ u ct .Jwo ~g J: :c ~ u~ 0.. Lr ~ ~ ;; I ''" "" \tDi ~ <( ~ 2m~ UJ ~ IP 0 o-'i j ... " .. a~ -1 1-<C ~ t 1\ ., <(U w n \L (\ ~IL~ 1 '•/ • .I I I ,,, m-o ~ ""r"'" , ... ..... ~ 'i') J -w ►·~-. () .) C!1-i )J, .. , I' j I --11) f - IL Um X LU Dotoc ~ ,r ~ le,,:, ='1-' '_, Scolo: A"'!,NOrt:O Drawn: bA C'lfC" Approved: Job: ~114- Sheet: ~® t,, , .•• ,. ' ,n,o-,-' Of .ZI Sh•fl'h r---------------------------------------------------------------------------------'-· -------------------------------------------------,-------'----.-B-Y-, \ REVISIONS , -11;_-re, . .e;,oo p,:;,.;,l"- ~?-'f'1r~r~, OFFICE :1 I . ,--_---I I -~-.,~-~~- etc -·····'"" --~•~--"-'~ ·' ••. I "'W :'~' ' -'I Ul,rl ,·· -··-., ... :~¼..........,__. "' .,~.i...,,, , i(;lt:t -\. .?K' 1/, .... 1\.. .. t:>1,-, FY .• .·., . ' . ~-•··.: ..... ~~~..: ....... A,: _____ ,;,._;,_:......4- -------------------ill ~l, ..... - ·o,=J •-•- Wf;h,--'(' ~APTAlN1S OF'FlCE. ~ \ I I I I i 1: :I ' I I I • ' W~:f, I WxlN.~ ... 141===---====-- .... ,. .;....... ~JI!:','.. Ill>< ,~:Ji.: ,,~· . ..t , • '.1 • . ' Fn -~ .............. ,_. \ \ VINYL -rl><:l'~'O ~,l \ ----------------!TI -~---------------------ill I I -- .. "_;;;'-.. ~,.:-"·--· - ... ,---- ,f'i_.,,y;_, ,,-, ' / ,, ~-~"":"'""-"""' ,:..,.,,~,•~•• "'~'"'¥••-•••n,.,o.,,~ ,-,,,.~ 1•-~"~, ..................... y.,, ....... ~.--........ ,., ... .:; •••• ~•:.~ ••• , •••••• , ... ,., ____ ,, •• ::.::.: ••• ~:.: ••• •roi.. 11tiair'®1""'4:~ --~~'"r.tr ' --------------------------------IE' . ! F'AK"TjAL Rl=fl..ec.T~O CE!!...lNG f'.LAN" 1 --- GC.A..L1Z ., ip/ ,,. , -o' 1 ' ·-·--·----f<, -\ ,;,~ r,:.-,:e>-1'ii.,H •·'.\~IGG-..,J "" I \ n 1 " . ~ \ · ®"i'-c( f{lfl>11,I I.,,;. qf\<:.{;. m ' G / I \, I / . Vf,t,<.,7l>.+<.. . ..J I , ~i. / ' / /. , -WH~,~. •~•'-' ---~·-~··· ~-·---~-'---~-,. .. ---.. iffl • . ·-' ._ . .. • • " Oat•~:30\3s Scale A"'i NOi'l!D Orawn f:IAGG Job 2\J-,4. ' ,, p'~,-,.~ ~,';,t""'.h ~vH~Vi )1--e, "- '· L - ' '· ,, - " @)' • ? , I ·-J ' ' ' ,, ' - / / I , / ' ( ®'~fill /@1 ~ ..., .. ~ '~ -~----·--'\_ . - i I I 'II : 1'' I' ' ' -- ' ~-~ . . ' I I eHe · .. I • 1 • ' , I • •,. ~--~ ~---· -~·--J. ~ I ' i ' ,, 'I ' ' , ·: ·: 1,1,, 1' I,,,, ' I' ' ', • ' I 'I' ,,i, 11 ', ' ' ' ,, ' , I I'' ,1 ' ' . ' ' ' ,, ' '! 1 I I tt:=:::::t====~---,;e::=c:::::======:::::=:=!1·'' I , -,, ' ' ''\, ' © .r-:-~1.'L:lft-. / ' , / ~-,, . ' . . •·-... ,---,-......... ---· / I/' y-Je;;;T Nai:ml ISA<iir' ''300"l'l,j CORJ<lDOR ___________________________________ m ,t· -(--· r ~ I I \ "• ) --~ • I[_~, •/• i I ' / I ... ,,- I ' w/r$ diN.: ,., ,,~ "''°"" HW+ I ~ e-~, ' ---• ---- ' '1't G, lb{ iNl,<I'; w~-r ';?OUT'tt ~ED~OON __________________ ffi ,. . . . 11-d . I I ' : 4lll!i ,,.,,., ''! I j !I • ~-7r··: . -' .. ' ' ' " . ' . . I ,, ' ~--~ ,l e:,,,ntl. I .. N ~ .. ~II ~--)""111;,i(..: ""' 11,i-J' ' --,t9 .@ i 1.11 . ' I I '.,...,_ ' ,i'~te"NIGllf~ : Jil,.um ' <Wli l)f"f,l,U, '). . -~ .--!==="I f ---"l ,~'l'OIUT!]il -,~. ,II -----·i-: -,.!. " I,___"""'-' w,g,:s-r 1ilW1 llj~,.,'i'li:t i,mn...., CAPT'AIN1 ~ f->EO~l'vi ~~- l...j1te~ , . 1,16#1' ~ _ \ ~, ------t----1"""--,""'l'i!I NORTH ----------------@] \ \ ~B,f£p.e,,1 I~ ~ I.,, e;, \ t:,d.¢:1 ,4 P 11 o<:. 'o \ I -":e:a .. SOIJT'i1' ~ 1 -• -.- ""'.:i= _-...,_U-jj.._ ____ --1· 111+H+tt+I ------------Im " 1t' . : : ' J.I. • . --·--.. / •• ,, .. =~ / ~ \ 0 \ ' ..,. \ - .... ... ... ,, ,, ' I ' I ' -l\d.kl':,"fU-\1; ~ . . 11• I • ll'UW ~"r1'4,U,,.\l"'k!II~ '' ) i ,· ' ' ' ' • ' I I ~I ' ' ' ' ' ' ; I ",' 1 '_ ',I L r " " ,, rtm1r:•,11i:fiii :: iitarvx · , , '$JC'A~ -v .. t•11.o" . ' ' '' '' ,· ' ( ,,i ' I ' -I ,, ' ' ,(l/ I ., ' ' ' ' ' I " '' " " I ' ,,. ' ' " ' ' ' " I ' ,)'I I' ,, ·I ,, ' ,, ,, ' . ' i,' I ' I 1' 14 :C 31 PRIH'fl<D liHI N(I iml)-t Ci,!.AfiffllMT • '' ·! ------ I ' ' , I , ' I I' I I ' I ' 'I ' ii! ' I I ,, ' I 'I ,ij I, II'' I' I! ' ' ,, 'I ' ' I I 1 :i ,:I ' I jl ' I: I ' I I ' '' " ' I I' ,,, :1,1 ' I ' I I ,, ' 'I I ,I :1 11 'I ,::I ! ' 'I, I '' ' ' I I ' ' I I, ',, I ' ' il'1 ! I :I,! ' Ii I I ,, i, ,I REVISION, : ,I ' I I 1: I I I .2'1 )( H f'fllffT~D ON NQ. ,oo01-1 eLl!.AflPlllNT • \N~ PASSAGE: REVISIONS BY NOR~H ~~ -------IBJ -t~CO?-No ~~i 'I ftl;l,;~r• .-+tu ci.::ir -' I •:_ 1½V I ,l,\E}\,. i. I .-A,::... El< ,;.I-¢ \_ I I \ I 'tt \i~i- '· --------Li N4l<Jll.1f OOWN 0 we.•'E/'r NORT4-I eA<S'"r' '=a,OI.J"'i4,.( STOf:?...AGE. -------------------------1~41 r:; ..----_; ----------------~ --------~ ---:. e_~ ~-')..:.......,. ----I ....... .. ~ i:e I w.l(. ...... --------t ;---1 ! I ' . +---,----,t I Wfl~ "'--· r~TI!J I 1 ®~ ~-~,J[ll ! '+-Ii /./ ~i _/ \_ Ll.i / W~~~ NOP.1"~ APPARATUS-----'---~-----------------------~-~----lezl ~.,.. APPAAA"TU'.3 ____________________________ Jezj • ·· 1NTEi=II as:1· · e·LEV0ATION!i"} Date c;;epT ~ ~ SCALe .y4!' .. 11~011 s.ca10 .jG~ I: -·-· . /· ;tlrt--+·-····--t··-~ ·····-·-++-'i..+,,-,t- j' I •• ,,.,,. ,, ·+ .. ~•-~--- • (;LU ,,.'l,N ~ ~ . ti 11+ % '):."'f"AU.,.J}AVJ \<Cl'<. DIM1:l,l«.A~1<-r N01tf.;, 1 MA"ILI-J AV', 1Ei--n::; NOT Ncnto ~IN. ___ _,..,,. .JA/'v'lb• DOOF(. '2.'1~01.rnl) -:o• ,._l -& · ,,,, ,·.1.~ .. 2"!1<lfi,tUN, ~ m1. i; -r~ --_ 111 r . .. . ---~ -~:;:t .... "'" \J .. ~::::::_ ·-.. -, . -,,. . : l ~ l .. . . c-·---s:1-.. j_ --~ ·.•.. :=·:·:';.-(."."'. __ ·:.·.~·.::. . ·. : . .-_. ~;. I --···········-··-···· : i -_ ... __ .... __ I '5ISIS PE'-'f/1.lt.,J/_AIO fOk t'//'1,-eN~lo,-~,;. ,No-iv:;: MA.Ta-,iAL,i,.1 e·rc. No,.-NOi't:O 1-b.tll', __ n'-+-----1 :ttt~- C8lLL-0001"~ Z9 'l'.1('2 ~1·/l, ~.....l,j..'. ..!_te.j_ 11d-~3 I _- / :~: ~~·, l<W,,' 1oq1,t:l~ •. ~--' +~,' ··--·J.-,;, ----.. • • • I ,: ...-' :I/! ( '3/4" fl~I~~:---fl'IWAWM w1NOdfJ . . . I \ ' ~ IX"\1\1.,. "i¼IO ~ NOilS)"C 1 P/11\t-N'i1ll-='!::1'i-1 Y,A"rw-l>\v'i: 1 ;;:,t. NOT" HO.-= ~J-(.£,1N, (.a,1"1'\NUO\l"~<,Z-,;~ ! PINI-SI,\ '\12J/>\ "' . I ,00!:).,c.:;. I , 4, 1}-;-,-;,·-,i ', i NO 1'\ii~I'\<? ~, ~ \ •, ~Vt,.1tQN IOi ,'1 11 4 ~"~--~ -/ . ,~_.,-,1,i-ptJ;:~rti--~ Oll1' ii.I _,,- ' . TYP. 5.'xT. oco~ JAMb 5' .,11:J • :-t----\:,·-,·, .-... :: .-·-~-·~ T··~ --, .. !} ~~~;~~;fiJi~ w,~.oow A:::.·• ... 7 ·, ~.-!~ t'\01 N01'11>) [¥;l<IN, , W.1~0<:t'NC-! O•fl-'t1Cra1N) ~ I I ; \ ,, I Dote: ~,30 lat; _., 3 11• 11-o~ Drown:~ Job: 'Z-114, ShHt: \ / -------------------------------------------------------------------•-;.._ _____________________________________ "".'""" ____ ..,_ ______________ __.. __________ 7 ..-R-E-VI_S_l~NS ·-·~ I 1------+--· ( I 1-------+-1 I r-. I I I l I I I -..\ - ' ! I r+======:t ---t--· ....... r I -•~1:1+C:U/i I I I I I I I ' I 1",'f1.:.b.v ~ ~ ~Jt'(b':.... ' MM,IVA,v /,\ot,.i:07).J$:.:, V~<'7'i~U>NJ )'?S. APPARATUS 22 ~~~~~~ ~,,c, ~ C.i"!'r ~d . .i,;,!)l\0-., -~--•. ---·- CA PT A 11\i ' .,\.-""""I . .;:,l>'fkcr P\ ,;:i;c'"?'L 1 10 iOOl-cm ~V.&'. Yl- WAtl.•MolNlfl) ~-~I:> +1cil.~' (ru,., 111:,.0, ,,_--·,1 <?u-rlH{ C\~c;f'.,,, ·If" V•·lOUI\•, fk--l11>L--,--- 1 ___ .J I ml • ...... . - . - ·-.... ,.,.,_, ' ,HOWE ' '"{~ 'I' --., ···••' ' OFFICE 3 4f "' !Ill- CORRIDOR 2 ,\ ., ... ._ .. , .... , "'""" .. ,.,_, "" , .. , ..... ' ~l1b--~ ~ i\furt"OFFICE ,f I -1'Q )I g-""•&0 -~. ➔ Jj 17€', i<le> f LIVING ROOM 4 I ! ! I I I I ___ .,.,_ Scale I' .I" " :-:, .._ ________________________________________ _ ________________________________ :._ _ _.. __________________ ..;.... ________________ __._ ____________________ __. ~-----· ,--------------------.1.-------------------------------------------------------·•-----------------------·--·--· ---------, r----T--, REVISIONS I !:!W \ +q'.o~ l.'£LI,.,', IDS,,;;). SW l?')<-r. ~. A~ 1ee I . \-:& ~ -J t I : I l .. I I I I CAPTAIN'S T I IL-1::cttt 1 3 CAPTAIN~S ,: _I. 1 BEDROOM 12 "B DROOM-C 11 1 -B ij-~~ .-.J----n----.: I ROOM-8 10 1 I ! ' ' +.:r~c"C~IC'8,!i-J ~ lh".-r'U Jor-:. ~A"t'IOH,;l ' t=----• ~ -.......,. ........, ~---..-~_..-"~ -~ ~ ~-n --"""'"• n +...-~~ -= ~ -..,, ~-._,~ ""'~ "-•~ ......,,.. a I I ,~J a I i Jj .. ,.,,~I), APPARAT S 22 • ~-\ -.)of \•~~"' ,i.tnrJ J.__ ----.,..........,., .,.,..._,.---.----" -~ -__ ,.. ~--.. ---............... _ ............. --~ .............. -... ... ..,.,,, ... ~-~......, ........ ..,,....,_. ~ffl------------- 1· • tJ ' -~ t"-,£. WA STORAGE 24 I_] __ !2£ I I ...,....._ --~~ OFFIC 1 & '21£;, LIVI GROOM 4 I I s I O r ~ ~ 11 D'-e II/IIIIIIIJlr t1'F'~ Kr111r .1L-_. -------"::·"'----..::....:...--~----_.,........._ ::t.:::======''4 LIGHTING PLAN PROJECT NORTH .... .. ~ ..... 1-----t--- 1-----1--- ---· r----·-......... - Sc•·~ 1_4" ~ il-011 Orawn ~GG ·7 Job '2ll4 --1 1-------.. 1 I 5hesr ! r:::-i ~-; . 1 '' ~ ~ L~ · • :: · · i Of i;:, ! 5ti~at~ l ...... -----------------------------~---·-------------------------------------------·----·----------------------------------~------'' \ ,·, \ .---------------'"'-----------------------·--------------------··-------------ir--------------------------------------·----------------------------------REVISl~~~;··r ,;, --1 . . ·. i ' LIGHT FIXTURE SCHEDULE ' 1w/240v, 1¢ l;'., v,I(~ -- "7Yf'E $'lM~OL /v', AN I .I ~-~>C7U I :.E~ i::. CAT,:'.,., L.r.:::x:;. NO, ' PANEL A "I q,1c Clll«'CtJ\.,... MIN/MOM ~l=P 'Nl'Tl--1 3 ,ib-~/o CU T~W ~ I :11,,;;z Ci.J G;UX)ND 2..'1 CONDUIT 1---------1·--··· \ A 0 . \ 6 C D E J L M 12-:· I C D . )= ---( . ""· ==( r-~·--t I----+ 0 PRW..OLll"a 101;;, Hr•? L11!-\t? "-11,!.,, \/C. UO A l WV Jlli 'IC 2 \V+l l:}l0flb1l,;i L111-i<?Ni l A ?. (:i:' '2.::.0AC 1,zo l-111-ION IA ,zc;,p 44oJIC. ltO i.:,;"HON.IA '5-140 F':~ 1'20 ~\.-SK I i:>vti-i'2p !()O~l-M 7.11'20 6\Jf:f 1,ci:, ( \/>./ ~j),,) fe' 11,,\Ni' fiVllu f'O~:C{;l,k!f. "°,;;,:.~·r w.' WIK"e (;l'JAIZO (fC. INDlCA"f!:'.".:7 f'UL,J...-o-\,\.IN) t---,..._ ___ _,_ _________ __,_. ____ -l------+-------'----------1 ..,.... . -..... ·- LO AD CALCULATIONS ~J'4,;i0 l.o~ ~~Cl%, Q.l~'N (~ ,c..') Oi-6,..\W~ 11J~ U!M'Pk:~ ~1~:.A,"?"OI,<.. M 1<. a!'NC 1110!-J IN Co U N 1.,-J.leA ~.:h 1 + t,? ~ --rcr ~00001~~ 'Nor:~ ,z,zov, arr\¥, q? ON fANta.,,~ A4'~ (1s, l'-150) Oi(t,161., Pi)l.l,f AIR C.O""fk~'-'IZ 'IOOOW \ '500 W \ ,z.oo w l~OOW {;.OOOW ~OQW /i;,OOW ~oow -4.XO'{J 2.100W rboo W 11'30 W fr'50-sq.fr ')(.:;, wAn·s;'sc;,. fr K\":".:;.1-l~ Cll"CIJ1"'1"'<, 4 "><. I i:E00 ~~C.<a;A-rt,~ v'~'t,1,¥,.Ml;:r-.. ~ 0.,(,!,fk.~ l-ia,O Ccci(."/t>f ovet.J ~1><1., ou-tUr-!ii wt · -r' 01" t.<.., F-l~S-r 101000 W @ IOOo/; ~MAINO~~ 44 (1a,2.c;o 1c4) A\JL u?NQI "flONINC., lot.O ~ \CX)'i°.,. 0\/r~ OCOl.c'.? \NCl<.J(~ '2 '20 V, c::vr'i.Si # (j Ito y.J e];GJ.i Pl~pt)Hf Alf<. CO!',~~ ;8<;0 W ~w. l'!:>Oo W 1i:;oo w lf,;..OtJ W 100 'N 1'500 W C)ooc,' W 1000 W '2,000 "'. 400G V'-1 '2.10,:, w 1 i.;cx:> W Ii e>O W ~'5,1~◊ W ""' 14'1 AMP;; SINGLE LINE · DIAGRAM . 11-------··------t---+------t---+--+--+---+---+.--+---------ll 11----------.L...--i---.l__ _ __j__j, __ '------'----'---~--------ti 16,,,, ,;,_,;o '2 1w/u10 \J, I 9 ~ I O'f. bA 1-1-lc..i-l~ 4' · i:!i,~ c:!' IWY, I \ti • I 12,1A v2.a/,:240'-I, 1 i:p ·· 'o-W II "-I.;, '24C\i(O.ll'j' MINIMUM '2 11 u:::NOUl '1" 11----------l--~--1----1----le----+-·-·~--1----+----1-----------1-1 1----------1------~··-··•-··.,___--'---+---'---'----l--'-----------ll :,r,;.oo ~l'ZO/l'4Dv, 1 ~,, 40-~A H 1,::.~..,~ ,f, -~ 13 1-Z.O '-', 1 ,P .. 4 7. l ~ • 1---------1-·· :• I 1------f.--,-,.~ "\ 1------1--. ., . ' ................ Date ~~ie;, Scale Not-It£ D~awn ~ Job '2. \ 14- ~ \ \ \ I , • ' . yd •. /2,"i . -::.::,. __ :::-'/' ::~"'::;,_,, ' ' '' ,_··,,,·· ,,-,···< I ! • .z.1-tie:~ c~p;,, _;;- ·'7.--,,..L.fO .. Ju1;,1 -~' • •. .. .. \ • • . • 0 /· --------1 I "'-~ 1__ . ! ' f . I . ! __ _,_.,,- _. ~ ~--:------==-------------::: --- _____--< i / / ! I I / / / / / / ' .· / , / /. X XX x.x,-x· x I I j i I i I ! , ' . I ' l-! / I I I I I I I . I I I ____ q,i, Pr1T w .. o -! i~-- ~ I -"5l?N, c.1.J .-. 1J .. !/ ,' ,,~_ '''",'\-:.' ' I {j r~ Z co. JJJw~-- < ., OJ0~ ·1 -U)~ ~ I . z~ W~t ..J ::3 • a. c:: (9. ~ w u.J ~~ r.t ::J"' ':lilll!"~-g! . ~, .• Um, ~-J w .~:/_: Ill=~ I-b 1:' ,_ -cc. :C I~/_-, u :,.· CL~!-, . . ; . , l . lJ---_-_-••-_ .z_lli ---,-et · .,. l " .: i ~--.,,J 41 i A l t t , • • • • • l ·- i I I / / ---- • \ __ .,.,_ ---------.... ---- f t ' -, \, '--9,~t,;-fJMf ' I i I I •• I I ·-41 ,j:).,'P, I i I. i 1- 1 I ' -. ,,:, ; ' -··:,.; : I b.-t; • ! J,. I I I - It ! : ! i I/ / . ' ' • ! ! I I I •. I I'' . ,' ,· ,, ,1.,. 11 , • r r I -, , i I I' , I; I :,r/ I -1 I Ir/ ,, I , I i:~ fl ___ _,_. ! -••• r ___ ., I I I ' I I . I ' I . I : I ! i I : . I ,_ I I ! / ' ' I i I j I ! /,--.---L. I It / ; I ' -,qi / / I I I / I ' ' ' ! . ./ -J -I : / -; I I I I II I I , I i I I I I / I ! I I f , I / ' I j I I ' I I I : I I i I ! \ \ l?fit' l . ~ IWH!,F;~ s. ~ 9'11111,;. 612)'fl-lf"l'Q&>l&-W ~--!1.~ ~ il"IJ Q.I \K!.i!.A ~-~cm,;.. ~A,t,~fl~l"EFI, ~ _..,rept ~ ""-'1 °l ~ ... ~ ,,.----rt;itt ~.~ ~ ~~ ftZ,l»"U.- ~ /PV+lf I ,"I',. GROUND COVER PIAltiNG DETAIL • . . . LIST OF PLANT MATERIALS . ' -;.- .... -. _________________ ........:_ ·--••·---- • f'VNJ"~e:f' ~E:l'i,re-- ~~- ~&¥Mf fO~ae:t,I Ill fl~ e',14'1:$ ~ ~LlHlt~ ~Ft:i"~ fUCT)L?f~l.E:- PLANTING NOTES 1.: Ttie CtjntraC'tor .shall accept the site at±. .l foot to finish grade. ,/''', 2. · The planting _plan is diagramatic. Minor adjustments to th@ plant location's .,_,ill be made at t;he discretion of the land.scape architect. J. The olant COQnt ob this sheet is for the convenience of the contractor who ls responsible for all plants shown on the plans and legend. 4_ Soil preparation. ~latter 3:1 slope. a. mix soil to a depth of a~. b. apply soil amendments at the following rate (per 1,000 square feet). , -100 lbs. gYPstim 4 cubic yards loameX or equal -40 lbs. fertilizer {Agrifo,t;112 21-8-B} c. till to a depth of 6~. d. brihg to finish grade 5-Maintain a 2% slope away from building. 6. Brin-.g finish grade· to l.5" below paving or curbs. 7. ~lant tabs shall be Agrifonu .20:-10-5 at the :following" rate: 8. •- 11. 12. 13. .14- a. ground cover plants and liners -1, 5 gram ~aeh (mixed with handful of mulch and backfill) b. 1 gallon -1, 21 gram c. 5 ~allon -2, 21 graJJ1 d. 15 gallon -3, 21 grain e. box trees -1, 21 gram per 4• of box size, Back.fil1· £or tree pits -2/3 native soil and 1/3 humus Contractor shall locate ·all plant materi•al per plans pr;i.or to calling for final spotting by the landseape architect. Headers shall b~l/4• x 4• redwood, overl&pped, nailed together, abd staked 6' o.c. and at corners. Stakes shall be 1• x 4• x 12~. ' Lawn seed shall be •sutler's Bluegrass Blend• @ 8 lb5./lOOO sq. ft. Mulch after 5eeding with •1oamex• or equal to cover completely. Post-fertilizer seE!d with 20 lbs. •Nu Gro• 17-9-41 fertilizer granules with chelated iron per 1,000 sq. ft. at the end ·of 30 , days and each 30 days thereatter if still maintaininq the proJect •. t7. ,Al,1..-.ri.Jr"ff110-~c~ ;,AWi!)~ ~~ t'e2'~ "'.!?~ ~ .e,;,.izv 73 c:Pvi,j:2-?Pt-{ f':..~T- 14>. MA-1Nf~~ ~f,loli' 1"? (/;o DA't'-'5. J -. -t!!r---~·· ~ .. C:) --~ 0 ___ :z~rMc,..· IRRIGATION NOTES 1-This sprinkler sYstem design ~s based on the minimum operating pressure shown on the irrig3tion d~awings at each point of connection. The irrigation contractor shall verify water press- ure on the site prior to construction. Report any difference between the water pressure indicated on the dra~ings and the actual pressure reading at the irrig~cion point of connection to the owner's authorized reparesentative. 2. Contractor is reSPQnsible to locate existing underground utilities and protect the.n from damage due· to irrigation work. 3. Owner/General Contractor Will provide required line vcltage to controller locations. Irrigation contractor shall make final hook-up. Install No. 14 UF direct burial irrigation wi~e (~lack_pilot'. wh~te common>. Use epoxy connectors and bury wire with main line wherever possible, bundled and taped together every ten feet. Form expan~ion coils at each remote control valve and change of direction. 4. All piping between the point of -connection and backflow preven- ter and/or vacuum breakers shall be of materials and install- ation methods required by the local codes. 5, All piping 1,1nder paved areas shall be installed pri,.or to paving by the i«igation contractor. Install all sleeving for pres·sure ~ines, lateral lines, and control wiring prior tci paving per -1rrigation plan. 6. Final location of aUtomatic controller(sl and hackflow praventer(s} shall be approved by the owner's authori~ed representative. 7. This. design i~. diagralltma.tic. Equipment-shown in pave-4 areas is for design clarification orily and is to be installed within planted areas wherever possible. 8. Irrigati9n COntra.cto;r shall nU·sh all liries and adjust all heads fat maximum performance and to prevent overspary onto ~alks, d~ives~ and buildings as much as possible. This shall include selecting the best degree of arc to fit existing sit@ cont_i-itiort!il and throttling the flow control at each valve to obtain the be~t ·operating pressure for each system • 9. Do tlot;. willfully inst-all the S:yst.~m as designed·when it is obvious in the field .that unknown obst:i;:-uctions or grade ·differences exist that ·were not known during designing. Such conditions shall be brought to the ·attention of the owner's authoriz.ed representative, otherwise the irrigation contractor must assume full responsibilitY fo~ any and all necessary revisions. 10. It is ttie reapon$ihility of the irrigation contractor to familiariz·e himself -with all grade differences, locations of walls, retaining walls, ets. He shall coordinate his work with the gene.ra.l contractor and other _sub-contractors for the location and the installation of pipe sleeves through walls, under roadways, paving I structures, etc. 11. In addition to the control wire sleeves shown on the drawings, the irrigation contractor shall he responsible for the install- ation of control wire sleeves of sufficient size under ·all paved areas, as .required. 1.2. -contractor must stop· all backdra·inilg@ of sprinkler heads with· a •valcon ADv• check valve inst'alled in the riser. Install only ~s needed after flushing to prevent backdrainage. Adj~st to mimi.mum pressure loss. -~fl. 4-lf' # tye, AAC:, Al · -· ..r.r1◄ . -C> --- IRRIGATION LEGEND ~-- et,5c::,, •.. S?..•~ . t:/)Vd:;~ __ ca</>L,c,CZ. Au7Z' . _t!dNfMU~ .CK. ea P'fC NIPfitU: -;,,_--SPRAY H£AD PEA PU.ti FUU9HGIIAD£ .. etJe. WAUt,. OIi FOUIIDAnON PVC TEI! OR l!!UIOW ttARl.£1 STia::f'T ELL Shrub Spray AECTMtGUI.AII Pl.MflC VALVE BOX W/1,.0QONQ COVER TAG W/STATI FINIBlfGIIAM aJ.:A,.:b ••"• ;;-'!f.::.~l_ PYC HIPPLl;. ft • ..:o-,\:,.!:il,, REi>WOOO 2M ELBOW r CRUSHED ROCI(. 12--DEEP .,,..,..., PYC IUIII LINE FITTING Remote Control Val¥e F1NISH GIU.Dfl!: ROUND PLAll°IC 'll'ALVE BOX · W/TWIS1' loci: LID 1\11:@Uli SCH 80f PVC NIPPLE PVC FEIIALf: AIDAPfftl PVC MAIN l,JINE ,::Iii m::: ft' REDWOOD 2X4 .• 12• l,.QNQ ' ,. _, 1• CRUSHED ROCK. 12• DIEEP .,"'1i(l:l~ .. .,- Gate Vatya uµe-. :;~ . /~ Alltll/T # ,1,'J(JtlJi-r.61. ----·· --·. ,_ CURII.WAUC,08: FOUNCM."tiOII flNISNGRAH PVC ITRtt'r ji;t,.L. Pop Up Spray OUICIC CotJP~R VALVE FINISH GRADE NIPPU: AU. FITTINGS A iUPPLEI THkEAD£D BRASS PVC IIAIN LIN£ PY(: IIALE Atl.lPYEfl Quick· Coupler Valve AN1811QIIADa f1Lr01tu~n_211ra s ~FOR a• a AU UNEI UNDER P • DIRECT 8URlll4. LOW VOL TA.GE COHTffQf. WIRf:S, BUNDt.ED TOGE"ntER a TAll'ED TO PIPE AT TEN FOOf INTERYALS WAut,PAVEMENT, OR OTHER STRl,N'.;fufll; Ott-PRESSURE LATERAL PRl!SSURI! MAIN UNE ~ TIIIEIICHING I, BACD'ILUNC S.HAU. Ill! PER 9TO. 1111:C'&. 111 .. lllJIII IIACICJ'IU RELATIVE CO...ACT10N SHAU 8E 90'I.. Trenching z /(Mif c·, Pressure V.acuum,~eaker #7 -~--~-----_-:__-__ -__ -_-_-__ -_______________________________________________________________ __; ___________ , ____________ _ IIIVISIONS l'f Dew: /.2. -:23-t.'!l,s- _, /41,1- Approved; Job; -tt ,.-·-;· l i ,i_[-·:y t:=:::iCS'' or 0~-~ ~-,~----.-; I . , I I I I ' I I '' APPARATUS 22 I' . I ' ' ' ' - PASSAGE STORAGE 24 , I jjl' -' -' - • ' I CAPTAIN'S OFFICE 3 LIVING ROOM 4 I , ' REVISIONS B\ (J .-(_ / -J: \ • • •1', \!,'·-;~·""!!<I\'··.'. ,.<:f :-•,.,.-., ,. ,, ·. ',1' -,, ~}++-• ~ " .· r1H l<>l'/lle> -oc.,a,.c, [} . IDl ~ -- ;,,,..m1,.,,Ja --....___ ......i•:'"'I"!' f • rrT'flN:!11 \ I I I I ~ ~· N ~ 0 7 Yt, 'Tf --..,.,. - APPARATUS 22 ) ~ • l<. 1/a."(!HJ ~ ~ fa»M ,f/Jt~. c ~11> J-h:A'll:..> I . . .. .. . ·. . SCl4SOU1-E.. W/!f:!TG cw I-IW va-rr 4'' l}z" ,z" 12II ~1411 z• lj,z" Vl ::,II 1,&t' 1/€' ,:z' Y'l-" y,;_• 2-• ----;-;i-4 ~ IN'Tt6 '.2 INi'l:'6 ::;u-t '2 NI:::~ ~Z!',. <;,-;T: . .µ~ / 1K'W lt,;'.c;] 1-:tr".::.li ----t---+---,...-+-------------"'_,_"l...__ __ _ 2 d.0 ¾ '$1,lOW(;),.,,. \JN,\/f:.CJ .· AMt'J!'.!C)N •';°,11,INQ.l'li,0 l~~-10'>,, ;;t ~ -\Nl'T'M "T'IJe> f'I~ ~-1-_H_iX:_,:;;s_.· _e_,1t_.,,t-_,·,....A~~---1--W-~---'---· _,, _.,.;.."----+-2:-'4__,._f'_w....,il#'l'i='a,,,·4,__-+---+---f-!~' -1i:i ;,.,wv, GRAOE!. ---=~ ~ee:-,ie,e,\e,' Wa?~fOV<-.0 e,74-w,1..,.,.,,,.-i, Vz' --lb"~ f¾'''· CM\'FJl)JJl-el ~Nl'i.+I ou-r,.;,1or::-H/c: M1Y.e;.~ ~ ... ,N • '3-:11:svti-iO e,,tD. 24,:z -11-1/a'' 1h" -%RV1C1S,;:..l'!Y fktir: %-r,G~1t .. wr 1e!' ~ pAViN(,,. ,J-- ---- tJ 11/4' OhJ,s1i,;:,1Nc. ~t>.N C.bG-';; oo 1:>s Ve" -11& %H:.rn-kJO'.;w. 'N/ ~ r-w.1~~:>.f!':'. 1N1"1-t ·"""'--1--~--'-----+-----~----~-~~--------+-~----+----+---+---.---..,_..--"t--_____ ,.............,._~,...._.--,......... "fRA-\" Mf-1"'~ .J,"'-,..;.Ml"l'M ~6<f1 1-------t----'---_.e_----+--------~-+------+--+--+--+---t-----,1--------·------_,, _____ , ___ , __ ,_, __ _ ---- H ;"( ff -.INT'fO l)IIII NO. 1000M t;UM!PfllNT t1 W RKROOM PASSAGE CAPTAI 1BEDRO l=-=C""-1 r/ww ~ i1t v,J/1,11,, ~i$.ieiJIM'1.f.t> ',;.w ~z wwl>U,; W OIJ >II ~u,.,-1:,~ '----''-I 1 3 STORAGE 24 '$ M .12 BEDROOM-C 11 CORRIDOR 7 :l'l'b<I ~Wllii& 1M IMU.,10lb.f CORRIDOR 2 l BEDROOM-8 .. 10 ' LIVING ROOM 4 -Jj-_'..' .. · .. ·· ', -+•' . ', ~ ~A"'."?-.~ I ¥<?9 ~cl-:;,:. ·'2 WA"1'1%:-\-1,e.A.~ . D .. I • ' f-Of?.G!':0 A.Ii<:. 0Nti' (pur.JN~) 41;!,Cfl-l 4':.#!CplW .~~ 86 q:.l;l avtiN . I I cf"l'l c,z;I, ~-mt:> ·· ¾ Ct:+-1 .... , -: e,,,,;~~~:~ ·~ , ----, -±t<::1"'1 'fO'l'" ;!..L.. C uf;>\C. ~ ~,:~ H<,'.li,'1'l~ (():14) • ~~ C:f+i 'rl:>'l"AL. t::s.VliLc{'il!O La--lC."l"'H • II";" I \ \ \ VDi ~ <( ~ 2m~ mo cf 0..1: -II~ 1-<C~ <(U 1-u. i L ma; .r ~-\, I I- W>i lj "/ , . tI1-i ,0 ~--...· , .. --IO ~-., lLU! I t~ i------- ____________________________ ;._ ________ 'T"" _______________________________ -,----------------------------------r-----•--------------------------7 r--R-EVI_S_IO_N_:S--,-ll·-:;:-i • I GLUED LAMINATED LUMBER 1. ALL FABRICATION AND WORKMANSHJP SHALL BE IN CONFORMANCE WlTH THE CURRENT EDITION OF THE STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINAT~D DOUGLAS FIR (COAST REGION) LUMBER BY . THE WEST COAST LUMBERMAN S ASSOCIATION AND THE CURRENT EDITION OF TIMBER CONSTRUCTION. 2. ALL.GLUED LAMIN~TED MEMBERS SHALL BE COMBINATION 24F WITH WATERPROOF RESORCINAL OR PHjNO~ BfSOBCINAL GLUE CONFORMING TO FEDERAL SPECIFICATIONS M L-A-j~l-B. · 3. FINISH OF THE MEMBERS SHALL BE INDUSTRIAL APPEARANCE GRADE IN CONFORMANCE WITH THE STANDARD APPEARANCE GRADES OF THE A.1.T.c. 4. MANUFACTURER SHALL SUBMIT COMPLETE SHOP DRAWINGS TO THE ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO ANY FABRICATION ANO SHALL SUBMIT CERTIFICATES OF COMPLIANCE FOR:EACH MEMBER IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. ABBREVIATIONS A,B. ANCHOR BOLT B.N, BOUNDARY NAILlNG C.B. CARRIAGE-BOLT C.J. CEILING JOIST C,L, CEILING LINE COL. COLUMN CONC. Cl'.!NCRETE CONT. CONTINUOUS DO , DITTO DIA. OR: t DIAMETER E.J. EXPANSION JOINT E,N. EDGE NAILlNG fQ. EQUAL - F.G. FINISH GRADE F,J. FLOOR JOIST F.L, FLOOR LINE F,N, FIELD NAILING F.o.c. FACE OF CONCRETE F,OiM. FACE OF MAS __ ONRY F.o.s. FACE OF STUD F.P. FULL PENETRATION F.S. FINISij SURF~cE· &A. G~GE (GAUGE) HORII, HORIZONTAL t1.S.B, . HIGH STRENGTH BOLT -LT • .tfT • LIGHT. tiEIGHT MAS, MASONRY M.B, fo\ACHJNE BOLT o/c. ON CENTER O,H. OPPOSITE HAND P • .J. POUR JOINT BACKFILL PER SPECIFICATIONS TYPICAL . - ' \ NO EXCAV\TION If I --~~~~-TH'iS -"" P,D.S.P. R.D, R.J. RAFT. S.E. SQ. SIM. STL. -- T,O,C. T,O,M. T,O.P, T.o.s. .TYP, U.N,O. U.T, VERT. w.p. --w.w.F. • z PRESSURE TREATED DOUGLAS FIR POWDER.DRIVEN SHOT PIN ROOF DRAIN ROOF JOIST RAFTER STRUCTURAL ENGINEER SCUARE SIMILAR STEEL TOP OF CONCRETE TOP OF MASONRY TOP OF PLYWOOD TOP OF STEEL TYPICAL UNLESS NOTED OTHERWISE ULTRASONIC TESTED · VERTICAL WEAKENED PLANE WELDED WIRE FABRIC. ' ' !; I. SLEEVE l~ LARGER THAN PIPE -TYPICAL NO PIPE THRU FTG. -- ~ :.J - \ I \ "~, I ....-6•.i ~ = t. ----A . 7 ~~ ~--- C::.::::: -. / . ' . CONCRETE FILL-SA/'IE :l WIDTH AS FOOTING AND FULL WIDTH OF TRENCH PLACE FILL BEFORE FOOTING IS PL.ACED , , 3'-Q• NAX. STS::P FOOTING SO THAT CONCRETE Fl~~ t>QES NOT EXCEED j -0' ,, WOOD FRAME . 1. TOP PLATE OF ALL STUD WALLS SH,tL BE 2 PIECES THE SAME SIZE ~~ ~IUDS. SPLICES TO LAP 4'-0 MINIMUM AND BE NAILED WITH U-lbd MINIMUM EACH SIDE OF JOINT, 2. BOLT HOLES IN WOOD SHALL BE 1/32• TO 1/16• LARGER THAN THE NOMINAL BOLT DIAMETER. ALL BOLTS SHALL HAVE STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE, 3. PROVIDE 2x SOLID BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL SUPPORTS• BLOCK I NG SHALL BE ONE PIECE AND THE F_ULL DEPTH OF THE JOIST OR RAFTER. 4. eB9v1gE lx6 DIAGONAL LET-IN BRACING (AT APP.ROX, 45°) EVERY 2~ -0 MAXIMUM IN ALL STUD WALLS NOT PLYWOOD SHEATHED, BRACING SHALL RUN CONTINUOijS FROM SILL PLATE TO TOP PLATE. NAIL WITH s. -6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. v. 2-&l PER STUD AND)-& EACH END T-0 PLATES. - PROVIDE FIRE STOPS AT·ALL-1NTERSECTIONS OF STUD WALLS AT FLOOR; CEILING AND ROOF •. FIRE'STOPS SHALL BE 2x NOMINAL THICKNESS OF-_ WOOD AND SHALL BE THE FULL WIDTH -OF JHE.ENCLOSED SPACE. PLACE FIRE.STOPS 'AT A MAXl~UM·SPACl~G OF 8 ·-0 1N THE-VERTICAL --· DIRECTION. PROVIDE lX FIRE STOPS IN ALL FURR~D ~PACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 8 -0 IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. . -ALL ·-BOLTS SHALL IIE RETIGHTENED PRIOR TO THE APP.LlCATIOrt OF SHEATHING, 'PLASTER., ETC. . . · EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR ·BRAND OF THE DOUGLAS FIR PLYWOO~ ASSOCIATION. ·PLYWOOD FOR ROOF SHEATHING SHALL BE CDX, UNLESS NOTED-OTHER- WISE. USE EXTERIOR TYPE.,·MINIMUM C-C GRADE, WHERE PLYWOOD JS EXPOSED TO WEATHER. PLYWOOD FOR FLOOR SHEATHING SHALL BE CDX, UNLESS NOTED OTHERWISE. ALL PLYWOOD SHALL B_E GLUED WITH EXTERIOR TYPi G~UE. ALL PLYWOOD SHALL CONFORM-TO U,S, PRODUCT STANDARD PS -7q. ALL WOOD BEARING ON CONCRETE DR l'IASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR. STRUCTURAL MEMBERS SHALL NOT BE.CUT FOR PIPES, ETC. UNLESS SPECIFJCALLY DETAILED. • CROSS BRIDGING SHALL BE PROVIDED AI 8.'-0• o/c MAXIMUM FOR ALL JOISTS AND RAFTERS {MORE THAN g• DEEP). ALL NAILS_ SHALL BE COMMON. NAILING SHALL BE PER CHAPTER 25 OF 'rHE UNIFORM BUILDING CODE. ALL STRUCTURAL LUMBER SHAI.L BE DOUGLAS FIR OF THE FOLLOWING GRADES, CONF08M!NG TO STANDARD 6RAI!..ING RULES FOR WEST COAST LUMBER, NO. lb, UNLESS NOTED OTHERWlSE! · RAFTERS, JOISTS, PLATES ••••••••••••••••••••••••••• NO, I H11· BEAMS AND STRINGERS •• ~•·••·••• .. •••,, ........ ,. .......... ~N01 · • fO:STS AND TIMBERS."_,4,.,, ............... !"•••·••••••.••t11•NO. • 2xlj .JOISTS AIIID RAFTERS.•••••• •• •••••• •• •,•••••,•• .NO. • STUDt, BLOCKING, STRlPPING., ••••••••••••••••••••••• STUD GRADE., WOOD STUDS MAY BE NOTCHED TO A D!:PTH OF 25% OF WIDTH MAXIMtJH, EXCEPT INTERIOR ~ONBEARING·STUDS WHICH MAY BE NOTCHED TO 4Ul OF WIDTH MAXIMUM. - STUDS MAY ~E BORED"TO 40% OF·WJDTH MAXIMtJH EXCEPT INTERIOR - NONBEARJNG S'!UDS WHICH MAY BE BORED TO 601 OF WIDTH MAXIMUM WHEN EACH BOHEJj STU!) IS l)OLJBLl':D WITH NOT MORE THAN T"10 SUCCESSIVE DOUBLED STUDS. · IN NO CASE SHALL THE EDGE OF -1t. BORED HOLE BE NEARER THAN 5/8- INCH TO THE EDGE OF A STUD •.. · -. 80RED HOLES SHALL NOT 0 .BE LOCATED AT THE SAME SECTION OF A-STUD AS A CUT OR NOTCH. NAILING .SCHEDULE CONNECTION NAILING ijffIO»ING TO JOIST, TOE ~All EACH END•••••••••••••••••••••••••Z-1! l xb. SUB.FL-OgR gR LESS ro £ACH JOIST I FACE NAIL ............ "i-d WlDER THAN l x6 SUBFLOOR TO EACH JOIST, ·FACE HAIL ...... ,. .. .,.~-2' SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAl~~•••••1~AL-l SOLE PLATE To JOIST OR BLOCKING, FACE NAIL •••••••• 10<1 AT o olt TOP PLATE TO STUD, END NAIL •• ,,, ••• ,.,.r,•••~••••••••••••••••2 ..... d STUD TO SOLE PLATE, TOE-NAIL••••••••••••••••••••• 1~••••1~,.4- iiCUnLED STUDS, FACE ~AIL,,,.,_ .. ••••••••••••••4•••-• d AT H O,C, DOUBLED TOP PLATES, fACE folAJL,,. .... •.,.,.,,. •., "-AT ·01C• TOP PLATES, LAPS AND INTERS:CTIONSi f'ACE NAJ.L•••••••••· ••••• 2-bd CONTINUOUS HEADER, TWO PIECES••••• 6d AT 16' O.C. ALONG EACH ~DGE CONTINUOUS HEADER TO STUD, TOE ~AIL ..... ,..,.,." ...... , .. • ••-!,q-8d C~ILING JOISTS TO PARALLEL RAFTERS, ·FACE NAIL • .,••'. ....... • !-?-16d l X8 SHEATHJ.NG OR LESS TO EACH BEARING, FACE NAIL.,••., .. • .. 2-&i WIDER THAN l 'x8• SHEATHING TO EACH BEARlNGr · -. -. -FACE 'NAlL., ................... 3-Sd J." BRACE TO EACH' STUD AND PLATE, FACE NAIL,.• ..... ~8 ... ,.§·~,.2-&i BUILT-UP CORNER'"STUDS••••••• .. •••••••••••••••""• d AT ,, O.C. BUILT-UP 'GIRDER A~D BEAMS.•••••,••••••••••·••;••••• d I\T O.C. _ AI TOP AND BOTTOM AND STAGGERED ••••••••2-ZQd kT ENDS AND AT EALH SPLICE 2• PLANKS••••••••••••••••••••• .. ••••• .. •••••••.£-16d AT,EACH BEARING JOISTS OR ~AFT~RS TO SIDE OF STUDS - EIGHT ~8}-INCH JOISTS OR 1,,1:ss ••••••••••••••••••••••••••••• 3-16d FOR EACH ADDITIONAL FOUR (q)-JNCHES IN DEPTH OF JOIST ••••• l-16d JOISTS OR RAFTERS AT ALL BEARINGS TOE NAILS, EACH SIDE ............... ,i ............ , •••••••.• -,,2-l0d BLOCKING BETWEEN JOISTS OR RAFTERS . , · TO JOIST OR RAFTERS --TC~ NAILS; EACH St-DE, EACH_END,. .. 2-18d TO JOIST OR RAFTEk BEARINGS --TOE NAILS, EACH ~!Of••••••3-l ~ BLOCKING BETWEEN STUDS, cACH END •••••••••••••••••• 2-lOd TOE MA1~s · .. •••••••••••••-•••••••••••OR 2-bd ONE -INCH RIBBONS~.,••••·• .. ••••••~•••••••••••••••~·•••••• 2-d RIBBONS JO STUDS • Two ~2 -INCH RIBBu:'ls ••• , .................................... ~-l~d CONCRETE 1. 2 . 3. s. 6. 8. 9. 10. 11. 12. NO PIPES OR DUCTS ARE TO BE PLACED.IN CONCRETE SLABS'OR WALLS UNLESS SPECIFICALLY DETAILED. -AGGREGATES SHALL BE NATURAL SAND AND ROCK CONFORMING TO ASTM C33. ALh CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2~ Q PSI AT 28 DAYS. (2000 PSI USED I~ DESIGN, THUS CONTINUOUS INSPECTION IS NOT REQUIRED). LAP ALL BARS A MINIMUM OF 36 BAR DIAMETERS (2'-0" MINIMUM) AT ALL SPLICES UNLESS NOTED OTHERWISE. SPLICES OF HORIZONTAL REBAR lN WALLS AND FOOTINGS SHALL BE STAGGERED, ~ DOWELS FOR WALLS SHALL BE SAHE SIZE AND SPACING A$ THE WALL REINFORCEMENT AND SHALL LAP WITH THE WALL REBAR AS NOTED ABOVE UNLESS NOTED OTHERWISE. MINIMUM CONCRETE COVERAGE: lHE ·FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN -REINFORCING STEEL AND FACE OF CONCRETE-SHALL BE MAIN- TAINED UNLESS NOTED OTHERWISE: SLABS ON EARTH ... •••••••••••••••••••••••••••••••••CENTER OF S~ CONCRETE BELOW GRADE, FORMED••••••••••••••••••••••••,••••••••2• CONCRETE BELOW GRADE, UNFORMED .(POURED AGAINST EA~THJ • ... , , • • ,3 ij~INFORCING STEEL SHAU,, CONFORM TO ASTM A615, GRADE 40 ·Fon #lj AND SMALLER, GRADE b0 FOR #5 AND LARGER. ~~Nf~t.1~4 ffl~Jtilt ~HltU. Nof Ne U?f;.D 0~ ftll~ JOt!>, -- ' ANCHOR BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURELY TIED IN ~LACE PRIOR TO THE POURING OF ANY CONCRETE OR GROUT. - WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS_D12-1 USING PROPER.LOW HYDROGEN ELECTRODES. CEMENT SHALL BE PORTLAND CEMENT CONFORMING.TO ASTM C-150, TYPE I OR II, LOW ALKALI. . JIIASONRY l. ALL CONCRETE BLOCK SHALL CONFORM TO ASTM C90, GRADE N-1. I 2; . LAP ALL BARS A MINIMUM OF 40 BAR DIAME:;TERS '(2'-6" MINIMUM) AT 3. 4, 5. 6. 7. 8. 9. 10. 11. 12. SPLICES UNLESS NOTED OTHERWISE. - ' ALL MASONRY SHALL BE REINFORCED GROUTED MASONRY. GROUT SOLID ALL CELLS WHICH CONTAIN REBAR, BOLTS, ETC. GROUT SOLID ALL CELLS BELOW GRADE. , · SPLICES OF. HORIZONTAL REBAR IN WALLS SHALL BE STAGGERED. DOWELS FOR WALLS AND COLUMNS SHALL BE THE SAME SlZE AND SPACING AS THE WALL OR COLUMN REINFORCEMENT AND S!iALL LAP WITH WALL OR COLUMN REBAR AS NOTED ABOVE. ALL REINFORCf~E~T., BOLTS, ETC. SHALL HAVE A MINIMUM GROIJT COVERAGE OF 3/q. 'MORTAR SHALL BE TYPE'S' MjD ATTAIN A MINIMUM COMPRESSIVE STJNGTH A_ T 28 DAYS OF }800 PSl AND MIXED IN THE PROPORTIONS QF PART PORTLAND CEMENT TO 1/2 TO l/4 PART LIME PUTTY TO 2-4 TO 3 TIMES THE SUM OF THE CEMENT PLUS LIME PlJTTY PARTS OF SAND. GRO!JI SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AT 28 CAYS iffs SHALL BE MIXED IN PROf'ORIIONS OF 1 PART PORTLAND CEMENT TO 1 1 PART. LlME PUTTY TO 2 TO 5 PARTS SAND TO A MAXIMUM OF PARTS GRAVEL. REFER TO SOILS REPORT FOR BACKFILLING RECOMMENDATIONS BEHIND RETAINING WALLS, ALL RETAINING WALLS SHALL BE ADEQUATELY SHORED DURING THE· BACKFILL OPERATION. BEFORE THE BACKFILL OPERATIONS BEGIN AT THE GARAGE RETAINING WALLS, THE FIRST FLOOR CONCRETE SLAB SHALL BE POURED AND THE SECOND FLOOR FRAMING INSTALLED. ALL BRICK SHALL CONFORM TO ASTM C62, GRADE MW. CEMENT, REBAR, ETC. SHALL BE PER CONCRETE SE,TION OF THESE GENERAL NOTES UNLESS NOTED OTHERWISE. AGGREGATES FOR t!URTAR AND GROIJT SHAU, BE NA1JRAL SMD AND ROCK CONFORMING TO ASIM C-144 AND l-4U4. f flHT , ... u .. 'CDNT. l x 2 _ 12_ • LAI l!Olt, KfV ·~ f ·1 · +· POUR JOINL TYP. fNTERIOR NON BEARINO (P.J, o• PLA~~) . WALL AT CONC. SLAB '© l/8' $~WCUT l -,~ C. O"'· TOP & IOTT,~ ·_,..,.cu•• WHE,• OCCUR,-. *~~~---~=~ -f ~ I ~ HE ARCli ~-' ' ..:..WfAK.fJ(ED PlHJL \:.,) l . k-1 -~~---:----"-ta . . TYPICAL (w,P. ON PUNS) f-,-~ 'j:,:;-=-'--'--f · . SLAB ON GRADE AT JOINT SLAB ON GRADE DEPRESSION f _ GENERAL . 1. THE FOLLOWING NOTES AND TYPICAL DETAILS APPLY TO ALL DRAWINGS UNLESS NOTED OTHERWISE, 2. 3. 4. s. 6. 7. 8. .STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. FRAMING CONDITIONS NOT SPEClFICALLY SHOWN SHALL BE FRAMED SIMILAR TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERlALS. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS, PIPING, VENTS, ETC, AS REQUIRED, REFER TO ARCHITECTURAL AND MECHANICAL DRAWlNGS FOR ADD!TlONAL OPENINGS ANO EQUIPMENT-NOT SHOWN ON STRUCTURAL. ALL SUSPENDED EQUIPMENT TO BE PROVIDED WITH_ APPROVED LATERAL BRACING. ALL CONSTRUCTION AND WORKMANSHIP SHALL CONFORM TO'THE 1982 UNIFORM BUII.DNG CODE. CONTRACTOR MUST VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING WORK. ARCHITECT SHALL -BE NOTIFIED OF ANY DISCREPANCIES. .. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FlNISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,.AND- PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD RE,PRE- SENTATIVES OF THE ARCHITECT/ENGINEER SHALL NOT INCLUDE INSPECTJONS OF THE PROTECTIVE MEASURES OR THE CONSTRUCTION PROCEDURES REQUI,ED FOR SA.ME. ANY SUPPORT SERVICES PERFORMED BY THE ARCHITECT ENGINEER DURING CONSTRUCTION SHALL BE DIS- TINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES - WHICH ARE FURNISl-jED BY OTHERS, THESE SUPPORT SERVICES PERFORMED -BY THE ARCHITECT/ENGINEER, WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR TO, DURING OR AFTER COMPLETION OF CONSTRUCTION ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING- IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WlTH CONTRACT DRAWINGS A~D SPECIFICATIONS, BUT THEY DO NOT GUARANTEE - CONTRACTORS PERFORMANCE ANO SHALL NOT BE CONSTRUED AS SUPER- VISION OF CONSTRUCTION. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. · DESIGN, MATERIALS, EQUIPMENT,· AND PRODUCTS OTHER THAN THOSE -DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED FOR USE, PROVIDED PRIOR APPROVAL IS OBTAINED FROM THE OWN~R, ARCHITECT/ENGINEER, AND THE APPLICABLE GOVERNING CODE MJlt!ORITY. TESTS AND INSPECTIONS 1. ALL CEMENT, AGGREGATE~ REINFORCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK. COPIES OF TEST REPORTS SHALL BE FURNISHED TO THE ARCHITECT UPON RE0UF.ST. 2. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIRB1ENTS. 3. CONTINUOUS INSPECTION SHALL BE PROVIDED BY A TESTING LABORATORY FOR ALL THE FOLLOWING: A FIELD WELDING. s: CONCRETE WITH SPECIFIED COMPRESSIVE STRENGTH OF 2500 PSI OR GREATER. STRUCTURAL STEEL 1. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36. 2. 3, 4. 5. 6. 7. 8, . 9. ALL FABRICATION AND ERECTION SHALL CONFORM TO THE LATEST STANDARD EDITION OF AISC SPECIFICATIONS FOR THE DESlGN, FABRICATION, AND ERECTION Of STRUCTURAL STEEL FOR BUILDINGS, NO FIELD CUTTING OR BURNING OF STRUCTURAL STEEL SHALL. FIE PERMITTED WlTHv:JT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER, ANCHOR BOLTS AND UNFINISHED BOLTS SHALL CONFORM TO ASTM A307, ALL WELDING SHALL BE DONE BY TH£ ELECTRIC ARC PROCESS USING APPROVED COATED RODS AND PERFORMED BY CERTIFIED WELDERS, ALL FABRICATION AND WEL.DING SHALL BE PERFORMED (N THE SHOP OF AN APPROVED FABRICATOR, WEL.DING HAY BE PERFORMED USlt!G THF. SUBMERGED ARC PROCESS WITH AUTOMATIC WELDING (SAW-!), LOW HYDROGfN ELECTRODES SHALL BE USED IH WELDING OF REINFORCING BARS. ALL PIPE SHALL coNFORM To ASTM A53 GRADE 'B'. C36 Kst) ALL TUBE SHALL CONFORM TO ASTM A501. (46 KSt) ~~,~TA~tr~ COLD FORMED STEEL MEMBERS _SHALL CONFORM TO MANUFACTURE;R SHALL SUBMIT COMPI-ETE SHOP DRAWINGS TO THE ARCHITECT {STRUCTURAL ENGINEER) FOR REVIEW AND APPROVAL, FOUNDATIONS 1. 2. . 3. 5. . 6. 7. FOUNDATIONS SHALL BE OF THE SIZE AND TYPE AS INDICATED ON THE DRAWINGS, ALL EXISTING FILL SOIL AND DlSTURBED NATURAL SOILS ARE TO BE EXCAVATED ANO REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECOMPACTION, ETC., IS TO BE ACCOMPLISHED ONLY UNDER iHE SUPERVISION OF A SOILS ENGINEER. ALL EXCAVATIONS ARE TO BE INSPECTED AND APPROVED BY A SOILS 1€NGINEER PRIOR TO THE PLACEMENT OF ANY FILL OR REINFORCING STEEL. It FOOTJ N6S ARE TO BE CARRI ED A MIN.JMUM OF 1 'l. INTO FH-<M UNDISTURBED NATURAL SOIL OR APPROVED COMPACTED FILL.· tlESIGS BEARING PRESSURE JS 11:'>::?0 PSF WITH A 33% INCREASE FOR .S:::!SMIC OR WIND LOADING. : tESlGN LATERAL BEARING PRESSURE IS -21?0 PSF/fl' :ESIGN tCEFFiCIENT .OF FRJCrJON IS' ~o- PL:!::I\SE REFER TO SOIL REPORT·llY , z.) 1'°YP.~ • "'?-fi:::'PPe;-0 __ ¥-oo-r1..t--~~: .. n·e-r:J=i;1c.;_·_~·iJo ___ ~-r-~.----------------·-----------------------------·------------------,---------------·---·---,----------------..I-,.. ____ _ !-----•--- . ,J 1-------- 1--------· Job ~ \ ,, ,_II'~ ,, ------------------------------------------_.:i,,-----------------------------------------------, M )( :311 PRINT!!.!) ON NO 1000H ClfAIIPIIINT • --+---------. ---. - -,_ " 1-------- 1 ' I ,_ ·~ ' ! ' l I ---J. --,f' 1 +-... -----------.. -----------------.... ---- f(pl, ()II #-. . --. ------------. ----------. . -- -,.. . i:;; 1 ... 1c11 t:4'-4 11 + . . ----.. ------ ' I ! ' --------------------------------------------- I I I .,,4 1 9,,) ,(;, II ---------- , :'.10~~ 'f . .::,'' i 4. 0 11 , ,.,_. -· ',.., .. .::., I ,I.. .. l --------·-------------+ RF.VISIONS 1------+--· ' 1------+--·· ' i 1------+---. ' ' i ------- ' 1~· -;-i -..,'!) ! -' ' ------- --------·--------------------. -------" . ---··----.. JI,. ,. .. () --I -I ~\ -, .1 ,,.1 j I ¢Di ~ <( ~ 2m~ Ul i: D 0 .J <l'. ~ .,:1 ([; • ~<(~ ., ' < ~1 ciu ;.:.:, . ' ~- \t!. I-IL I l . tn a ·, -,· D ~ ·.:',_ 7-!: I.I.I ►~ \) -i-Ci'. ~ j,( ■'""" !: Ill n ' ! lLU! ' ,) '' ., SCA.L. PROJECT NORTH , I ,_ I 1 , I i".:-e <!."-,•·~ I ...----------------------1 i---------1 I , . ,.,., JC. ! ,-.-----.. --· ! I '◊Ii -------------------------------------------------------------'----·-__ , \ \, ··~c;:;I.J.J~C>if" C~ \JeTM.J .. ~ "'1 <1~-r) 0~-f;()N -~,, .. , ......... ., .... ,,..,. ' NP.,..€:,'. • t LJ";:,~ '"""'•1¥'1~,-lj 1-iU .Z 10 ,rf<ll J.t> 1....-r t9"' II! ~ ,jA, L, -.,.. .,.. f" ~ IA5-::t~~-__l"-i4-I l,.J~ ~ 10 .J rP 4: t:lv I e;,ocJI-J~:::: ie;, i,:::, t-1 e (,#, ()~ e-;.J~ ~ e- 1&> _.j lfj I z!' Pt:, P1 Et,"' t:" ;:. ~ --------- • I I~-+-------·-------- ' I --r I I I 1'--1---~-------'l----J ---. ' --. ,,, --· ··- ! . ; ""'~~e'? -:e ,z4-• t?v --:2 x 1,::,'! ·-~~----~·~---~--~ ....... ~······'· ,,, .• -·-, .. ~.~~~ ..... ~•-"'••-~--~ ... ~"--~-'-•-·= .. ~ '2-t-::' ,-.,'1.ci.1'e',1'E1AI-N.o.,1L.,.1!',.J.:_, ite-1'-'!Al\f~ a:,-r Li~""' 1/l di Ae,. 0 :! 1-""1 u q',f ·· ·ti~c□~fi--~ ·~~ itt :i ~b~Af> @l&"o/;,. .. ---······-·····- REVISIONS BY IIIIL-•---i••·-·--·---····· ···-· •. '.,, ..... ··•-•--l••-····· -···· ·--·-· .-z,,,, 1. 111 I Ip +----l------- I ' ! • I I I ' I II .j"if'. I I . I ' I I 1...1,.._ P'1" NU!~ ··-··· ~vt, r · ... '6ee fJ/E't'l'4I..,, Y//111,;, 1~•:,r~~-ll P~V j'!J'e,L,(!:71..,l-.r:,t:,)!. .... ~J.,oofl!' rOt..Al--l ' I ' ----l---.,..--.. ' "! ·----++ i i 1tljv1 I I .. ' I ,,,, ~--ei------+·· r·-----:-- 1 f·"'··j- ' ,JC----------·-·--·-·· ----\. 1--+-'------t '-----------~-'+-'-,.,__ ---~-"· I ----L.---·--.... - I I ~ i ~------·····------·-··"···· ...... '1'1 I····· .... ·······:· I +!-------.-~--·-··· .. · I··-,.·-···--·,···· I I /-----+i-----+-l-•---••l'-1-------------1 .. i-· ~~~~=-=~---[ ___ .,,, ---~::::;::;:::=::::::========: I --rr-1···· ··i I ----··· i--··-·--···--··.· I --~-............. ..............,.....,__ ............... ____ ,_,__-__ 1•.;~---++----------·~·"··--·----~----· ~-.. ·-·-··~~--·-"·-~----· . I 1, . _w ----------.. -.b-1. ----tt-------------.)t'fflfl--~~~• - "3" I i -------.u,L---~-· I i I ~i I+-----·-·!-----·~---·-· -············--··'" . (1fl 14,,~Pll,Oi-.1 V"l,.,.. ,e,1 1'.. IN <(;,'!"•I.I., 0"-1 . ~ ,::,(II e> ~ -crv-r ........ I"" ,-..."I J.,,,r i-C~ ~ -,114',.A~e. Pl<?1...., 61 f'l'.:IU"4r.;:> -.II l!'!W ADDF FRAMNG PLAN <;CA~ PROJECT NORTH._ ,, I J ¢Di ~ <( ! 2m~ 0...1 • I .. tc i ~ 1-(t~ ~ U ;· ., -r 1-lLi } mo. -J. §I 2 W>el ~ II 1-~ 't. U:ul ~- ------·-~-, One· 9~~ ::-, J••,r::, 1--------"' "' r-----------------'•"-----1 i-----·. ··--·-··--· ea"t:~ . ·~;;.i·· ... No-rtl ~ l't,1.AH, D.~ i:a: Nc>-iUi, C:,JM't,N";~'al, /,1\4,.~·'!A..e> 1 i;,rc:; NO'T' No-r~o ~tN. . ® eaee ~.t..~ -·---······-·····-····"·-·• .. ·-• ----, ... NOil::-! i:;;,ti;Z. W.Nv of64, ;ct.c. NO"ttfj..l QJfvm,0.,1~/ f/lb1\,,;,\Alh, !?fC::: NO'f' N0"1w Ht,q:\N, ,,-G---.. r.-;;t. i:-W.1-.Jt-1e, v-J1>?11-I r~ -Yi''b Mit-" <? ~.i-011 ~ t-, ~ ":,1"b.t1ut.-1<!'-vi"'"?~ ' \ ~ ">l!Jtl '/.. Z 1/i' le~ , "io I w::l' ,t. ,:7,:, i,,J If: i:;7 · . ~ ""y,? ;,( )%1 1< a'-i 1/-,.Y ltZ) .. ~,l/-11 1--'1,V. ... .,....,,... . 4 '2.X6. ~U~ !:,~$"-IOI<. 'N,bU., ~ ~1'l),S 'o/eJ1 1< .-.:;' ";1'11~e1e ,t t:i,,c.. ' ":>ft?~ I -+ ~~f,.g &.;,U -f"C.::.:;;i ...,,~ /!¢11,J~ '2. ,< ~....,.I!, fe i,,.i./ .:\,>t,le-f'l.,tC.."' 1;•/ 4> .o..c wl , o 11 e1vll2:>liS:O, µ,,.,_; if? -!) i' .,_. ,.. ,, :~:·. , --,. ... ·'.;!ft''~. · , . -· ':t,_ t . l ~~ ~~tn:~+i~1~r {f ~ ~Wlt,~.;:~ ~ I ---· --· oultl+'>ill'J -, e.e ~ri,:i',o..~ ,,-..1.i:1 f' l...6N ":,~ I vJ .A~ ~e,Q 0 . ;;;_.'. . .-.. . ., . ••' . ..:-~· ••" ,,". IIM~1" ~7 !A,, "bl~~~ + _ _j \ " {1) ,<It-4-. .,:;,c,t,J,( ,re, I"" ' e:,,.:, '"l"'f, + + N o:::::l,t : '1IJ ~ i,<J,4,1., 1., ~ HP', ~ii!'-A1'!!:0 1'1-./ ,;:,uf<!t, A.,.-l.-1 -4:$-lt i;::>•f'I ..... ~ ft.'Jt r-,'IQ~e;. I ,.,j l"e". ~ -CbU, P'l,..,.111.aj Norel ~. 00r"A,(.,,of:A.~..:.N01Eb,01Me:N~· :.:2'°?'Ji.1 ~ MA.'!'t\'(l A.L-':, ,?rt: NOT~ L ---- ":o-f ~F? '::> l ? II 1"' !('A ...., I -.J &1 I .. -1-- ~ W -~• ~)-~. r-i!,, e. .o,, r--A ·J_;;"-"" ,/, Iv! a ~--'l,, -.Ii ~,J -"- .!l...,,I Mf,"I;,-$ f4 , . ~ o· .c:,;, V,!,.' I ' REVISIONS \ ' i I , Du•. '9Ef77 ~ r ,30,.~ .. > ' ~--.. -- -•· /¥s 1>..io~o " Ornin: .JC . Aop_..,, Joi>: :ZI 14 _, ~. / ' l ...::=.--( / ' ;'""',,.~_).i,.. . .:'::.__., '----.. ot :2 I ?it'Ul~l''l'I ···"""'~"y""" '' r---------T------------------T-------.......:-----------------,---------------...... --------,,----------~---------__;--~---------~----~----·\ REVISION$ !IY . ' ·' . . . BEABJNG A NON~eEAAtNG QOOBLE syups ~+.-'----'1111>J<lll111 NON::PEANNG STUDS R-... •r IID'I 10 OCCUII I .,.,,. 1n,t;, neucMi _uTERIOR & BEARING STtJDS ri,~~~~ if:,:• ~ PIMI', fflffl , u~1= ::: : t~ :~= 2SI' ""•· Ndf~ {!J;,!1-'X..,.! i1J'il"J.. ..C.U.IIINit.l..B.ORING WOOD sruos· . . . -. . ..,1-. -BEAM PER PLAN -----------SI MP SON EPC POST CAP BEAM PER-----~ BEAM JOINT OPTIONAL UNLESS NOTED OTHERWISE PLAN ..---'--_,1.:..----:BEAM PER PLAN . . ' . . v-·-v ~SI MP SON PC POST CAP . POST PER PLAN FLUSH BEAM- OR MUL"fiF'l..e. ..101,;;,j' 16d ;;i 12"o,c.~ SIMPSON FRMG, ANCHOR EACH SIDE FOR BEAMS lQn EEP AND LARGER, TYPICAL •+---DOUBLE STUDS OR POST-SEE PLANS FLUSH BEAM PERPENDICULAR TO WALL (2)-2x TOP PLATES SIMPSON ~34 / FRMG, ANCHOR EACH/ SIDE FOR BEAMS 10" DEEP AND LARGER 2X STUD EAC~ SIDE W/ }6d@ 12'0,C, TO ---~~I DOUBLE STUDS BEAM TO WALL TYPICAL· SIMPSON ST6236 STRAP W/ NAILS IN EVERY OTHER HOLE I (2)-16d MtN, EACH SIDE FOR 8 l)EEP BEAM-ADD (1)-l~d FOR EACH ADg'L, n IN DEPTH, ( )-l d MAX, EACH SIDE DOUBLE STUDS SPIKE IQ~ETHER w/ l6d 9 2 ,.,. @ SILL PLATE SPLICE AT PIPES • ' . C DIA, A.I " b ("2. ~.....µ,.": 1/£+-"ic..+-;!,r+'~+~ (1-) o/,1.' fbli{Yltw 2· lttJ. l•lotlt ~- ---•4-l5-'t .. ,1, ..11--:2 ,I fi,.AU. ~·J6.l.t:fi0 .MIL!&, HP, -..__ x•u. -------.: .. , ....... ' . . FOR tiJ~JN~ JOIST !)PANS QVER LI -0' .USE SIMPSON U JOIST HANGER (2)'-16d foR 2 X lj At'D 2 X 6, (3)-}6d FOR 2 X 8 PLAN VIEW 2x CONTINUOUS HEADER 2x PROGRESSIVE B!.9CKlNG FOR SPANS OVER }U -U CEILING .JOIST-w/ (3)-lbd TOE NAILS ro NAILER, TYPICAL PROGRESSIVE BLOCKING ® (4)·16d,ADD Cl);.. l§d FOR EACH ADD'L lj DEPIH OF JOIST OVER 8 BUTT SPLICE PLAN , . 2x SCAB SAME SJ ZE AS JOIST OR RAFTER LL--1---2x soLr.n BLKG, OYER SUPPORT -TYP, 12" ,MIN, LAP SPLICE TYPICAL JOIST O~IA~AFTER SPLICE@ !4,' -Q" MIN l MUM "'4----~ 4, SPLICE AT LOWER PLATE t. SPLICE AT UPPER PLATE------'---,,.., 16a @ 16" o/c \ 2-16a EACH SIDE OF se1.1cE-ADO SIMPSON Sl22 STRAP AT® 12-16a MIN, EACH SIDE OF SPLICf JQINT OR SIMPSON ST22 STRAP ONE SIDE MULLION OR STUD BELOW SPLICE JOINtS I -, (2)-2x CONT, THRU JOISTS EA, SIDE OF OPENING 2x IN'fERUPTED JOlSTS SIMPSON LU JOIST HANGER 2)-2X HEADER SIMPSON WNP PURLIN HANGER TYPICAL OPENING 16d Q 12" 0,C, STAGG -rl'P. PROVIDE REQUIRED DOUBLE STUDS OR POSTS WHERE HOLDOWNS OCCUR 2 -~ sruDs a 16 O,C, TYP, RUN PLYWOOD THRU · HOLDOWNS AS SHOWN PLAN AT CORNERS AND INTERSECTIONS TYPICAL STUD WALL CONNECTIONS LAP EACH C,J IQ SlUD Q NAiL w/ (5i bd NAILS 2X BLKG, . . LAP CJ, & NAIL W/ (qj. 16d NAILS I • I • I I • I 2)--2XPLATES 2x BLKG, ~...;.;...,---2x STUDS liJ 16"0,c,----+1.-1 AT PARTITION HALL AI THRU. stun ►!A! L TYPICAL ·celLING JOIST JOIST OR RAFTER . ~D>ILL 1/2' DIA, HOLE BEFORE NOTCHING 0 EOOE OF PLY\\000 --t+--'J'it SHEETS I 2'--0'' MIN, . WIDTH L · L 1 , iDIES: l. RU{ WIG DIM, ~ PL'IWOOD PER!'ENDICULAR TO JOIST OR RAfiER, 2, STAGGER ENO JOINTS 2'-Q" MIN, AS ~. . 3, NAILING SIZE AND SPACING /lS NOTill Otl Pl..#JS, lj, NAILS SHALL HAVE A MlN, 3/8" EDGE DISTANCE, 5, ALL JOISTS AND RAFTERS SHALL BE LAYEil M HI A fl'--0'' ffilllJI.E TO COINCIDE WITH PLYl',OOD PAffiRN, 6, USE TONGLE-IN-GROOVE PLYl'KlOD At FL.OCR$, U,N,O, 7, M-IERE JOIST 00 RAFTER U\P SPLICE OCCURS PHO PLYl',(X)D TY;;~;~OOT;~~~JO;T~~ EB ROOF PLYWOOD DETAIL G) E' NI E 'NI RAFtER OR JOIST i---PLYWOOD JOINT 1~2 lL~ CONT, WI° 16d I 8 12 O,C, TO JOIST I --.._RAFTER OR JOIST BEYOND AT LAP SPLICE 3 X 4 FLAT BLKG, (2)-}Oa TOE NAILS EACH END BLOCKING AT PLYWOOD EDGES jZ)-16d MIN -ADD ,)~ Jf>d FOR 0 EACH OF ADDITIONAL HEADER DEPTH 2x STUDS a 16"o.c.--'-- DBL, STUD OR POST t,JMPSON A34 AT PENINGS WIDER THAN 8'-0" l!X (STUD WIDTH) HEADER U,N,O, (2)-2x TRIMMER ~UEN HEADER JS 8 DEEP OR MORE 2X l'{lNOOW SILL w/ (Z}-l()d TOE NAILS EACH END AT HOLDOWNS-----1+---H-Ylj.f~~:::;:;;::::::::===:;:;::~ SEE PL.ANS I'· 2X SILL PLATE . ,1, Sc••• NONE. Drnwn STP