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Home My WebLink About2659 JEFFERSON ST; ; 86-161-1; Permit~~,· -~ -... -·.., ,-· ~-,.,.~-;• ;-,..,,.--1'">••--~,-----•-•-_........_,..._.,.. ______ _,_,~.., ..,....,.__..,......_,~ ..,....,_. ,._.....,,...,---.,~--•w•,,. '> ••• •~ ",' • ~-J\PPLJCANti2-E'll..!~:1~i:9itN1AT!Q~·wJiftHi.~'$HA!}~P'-A~~~A~D DJ;Pt.~-~~T-,~---~ .,..,·.,· ·1 '' :-~-~.---.~ ···--·:···-·----.... -~-... ., , .~.,.·-.'.\./· "~ :' .. :: · .. ·;~':.:"':"·· .............. \ (:US~:!IALL,P_OlfU .P..EN ONLYi'&. P.RESS,,HARD _ _ _ _,., ·'. ..... . . , _ . : .. ~ .. : _~ ... _ l il ·.::-.---;;:---;-~~; ,-----.-c;:, •• •. ;·.......-_-,-.. ,, . l '.',} ., .:--+ /-! .. ,.f. 1• • .. • \i.. CARl-S~A.·g ·J3,UILDl~.G .l;)t;~A:flTM:l~;r~~r- ·. ,ii:· .. , 1;. ·" .~ : .. , •. , •:c t · , ·. i Giirlsbad, C.alifornia92008,4859 · · · O,· O ,11'll reby affirm that I am licensed undet I · · .. .,_, · · ·• · · · ··· ' . '· ·· --~ ·•· ...... · --.. '"'"'· · t·t ·pn,v1;1:ri, or •si~apter s (commenctrio w_t~h 1, . :.f~!!.'.~~f;>-~:~~s;::;·x',:''fTi~.r:r}",. · .. 7 ·,.-, · !C,' ·sec:ti · 7000) oPOlvlslon 3 of the Business ft •:,.,:,., .. ,.,."~~J'' •···.;~' " .. ~:.· :··. ~ , f·:;.'.',,;:,,;- l APPLIOA:tlON ,& ,PERMIT ;~;~~::.~: · ... :::,> L~ .:~'.::::.:,~~-::'.'.:.:~I.· .. ;i;/~L:fiA~IQ;;, "';. . I PERMIT NUMBER I ·t ,:j a: .. _on .. '-I fl .•. , ,· .-., •. ,,i-t """ .. , .... ,. . • .i. ; · •, .. i-,.; •· arid'l!rofea1lon1 Code, and my license is n -,_:.,,;,, '.!. '.>···.:,t,,·_·., .. :,,. ,,c.> · · -.,· ·:. "'"'i '.Y%1i'torce and eirect.· ·-ii ,:•,· ,'d'. '"-"' ), • ·o·r~ l ; ; •• i : ' '.r '1 n . ., ·. it I ,hereby ,afllrni-lhal+:am-exemjit from t~e Conlrac· l) 4 •• '· ,>Jor's' .license <l)jyf•foi t~e ·following reason (Sec. 7031.5 · ~;; \ i, • J Bu~in~Ss1ridalJOl8§~!dtJS Q.Q.if!E .. A.OY ~i!Y Qr t;Q_~ntv .. ~h1c.li re· l ·-· ,t /1 ..:-• .. \)~uires iH)erm1t to construct, alter, improve, demolish, or tl ;, '· , repair. aqv~strtffitu(e, ))nor to Its issuance also reqUir8s,the ap· tl ' ,·'. pllcant:1~ such.pe(/lliUo,llle ~ signed slaleme,nt. t~at he.i,; -fl,'. I ~ r, ! n, f " ( n·~-' .. ft::~ ,,. ;-: ! .... t; ; ,•;,'l-:(' , ,,,,:~~{'';,;• i~, ii"!•'• ''. ... '. ,c,,:.',•"J. '• .'~.-:;,.'-:'.•.c" i'~,,,.:'~"'''.':"'\. '.''. ;;'~ '.'/-Y,' .·~jl: ' •. ' J~,,.,-:-f:.: ... .'r~~~; .. ~~i.-, ... ,, · I:: · .. ··" .• ;;1·: h,.,·· .. ,.,.,.:·" ,_c,:,,;:._;;,.• :;:-·~: ... c.··,~.:. ,.,:_'~ · ,'., ·:.,--·.:.11. v_O N_D, . .. _ ~-__ >i!i _:.!,!..,_ -'_i_ ... ,\7 . ~~~.~~~iii ' '~ l" ..... } .; . •; ·;t-~ . f , ·--1 96 ·'bt f' . .,.,_4 : .~·--/ ' .. ~ .. BUILOING:s9. FOOTAGE . ---. ·-,,_~~---.,_ .. - t :,, .... )··a!~ ... ,._... . ··,·: .. ,-.···-----·:·1. 'PARKIN:Gsf~j,~~1· RES Ul'i'(rs. . GAAq1r,J'q.!fe~!'(Mif~t§UE!J I FfEl,)~VE~OP~~NT f ·: 1 TYf.E; .. gcc;'i.oAIF'l,RE.~j'!~ -J . _. ....... ,·, Orilll' ,,_ ' · t , 1 • \ AREA , CONST , t ~-=·-n'.h.-·-i -i· ... ··i·..,---·--:-.-:1t''til;?\. ,q , YO N (3. · ,vO NO : . · !H~'.,:,fl.~· vO N'GI* ' NotV!lfidll{JlessMachineCeitified, P' , • • -~...., .,._,,,. 'C:1,: ... ,:f' -~ . , -, , :t -:J< ~'R·~~ . . -, . ,,. 1, _i,,.. ~ ; ' \ ~ ' ' -~ ~-• r •• l \, .. \ .z, ·~ t· ·01 1 ' • ., .,~.'. J: a: ' J···-,·-~: ... ;::..::·:.:.:. ;.,, . i .......... -:...~·· ·.;--···· . ----:.;:--~.i·· ....... ",. --··~--· .... ·.--......... ,..._ .... ··-· ............... , .... ji'\'" ..... :-~··--·_, .... , ................ , , ... .. ·.l,i~?}·:~:_,'.:'RL~t1J:~~~~e~JJM_!,L.:1~$y~ · }~ .. ~ .... ~T} · .~!C?HAN1cA! Pl§Rf017, '~E.W.§ i-.,.,. _::"~ .r ... ,... ............. -~u-~·~_tB~(iqPJ?~~J~~M.e,7'.~i}:.:~.1::,l; .·· ..... , /:~., .~'.,'.f! c:E·~MfJ;.lll1.U8Er$!,1:.P,. ::, _____ •. ·---'< i ·7.t:""'~ ,f, INSTALL Fe:!JRN. DUCT~ µP'f'0,10Q.OOO B·TU : · ~;>'~ • ..-BU!LPING PERMIT 091-810-0(),()Q_'Q~~O t_ '?~1P~ . ,· .: : : ', ... :. ~·-... · ...... , . , . '-"~ '._:?<"_ J'p.'~_H,BUl~Olf'!G s\~~R0.r.:·. ·:·_ . ... ' ~~'1.:;.:,;.-.. ~ 1,¾··· ;,: -:" oVE'R \tio:ooo"BTu-: :.:..·. ·-,...:. ; -'·~" :-·$IGlii1P.ERMIT"' -: \cioi.!/!:tb!f1i);Q.o;s221° ,---------·-:""·"~-,-'· .. ~-#~·-1··' . .. q Af~h~i1'fe?wne~lam,1!1P.(9yiQQ1"YhQJ1)~,.llrd'!l)e·(ollp~::• ,.ii.::;;.·:,' EAC.H·WATER .HEATGR Ar-i'o1·0R·1i1:NT c·x ,. -: 'BOIL,E-Rieo'MPRESSOR·'.up TO 3'HP : ... . . PLAN GHEOK 001:a.1oi66i.00·88ci6' ,A', . .;,., -J ,1ngc~n~l!1\n,:,~;,c.1~t: bei' 1__\. __ , _'··-~'' ~.' -.,-:t··-~--~ ,_r,\_ .1~"-:, •'·' • _, ' ~-• .¢'~ •. :!.. '-•-.t-.~'-' ---. ____ , ... ~, .... :·.-~ •.. --4--·---~ .a,,r. ·~-·-~----.. , __ ,_ •• , ... ,..: .............. ~-·~'··j· ~ .... ~.--~-::-~--:-{!,, '-"~'c,··t"",'1-· .... , ...... :.--11,.A'J:3~._ ... .,., .. ~·,,..,. ..... _ .!!? ii;: >, . -ai" .' 0, •.. 0.. E. ~:, I .:o 0 CJ -~-: (ll,• o, ·2~, <( . , I J; ,.;~! ,,• ... , t ·nJ~'-,i~!~ .1R9~t'%1i'.'fJ!~\~0~~~e;o~ths ~-, .. '":_[:, ~A'C.H G'AS svsfE'M, Y\ici ( o:uTlfT·S' .:" r. !? ~~.. r ·.~Dl_L!:,fl/~tlM.P~~SS(IR:,3-i 5 HP~ . ·. r . . _TOTAt P.LL!MBING" ifo1:a10'.09°qo;ag2ft /.CiJf.r? {'S:J_: .. . prror·to1completmn·of th1s·work. . . , .L .. ,.... . ,, ·· ---, "'"1 , • • • -, • ~·, -. ... ... -, , -·. • ,, • • • » --~i • .,. • • , -1 · · :i. ·H~~:-nJ,1 ;t!~i~d 't~ls.•eiempt!Qn ~uring 'the-· J:··. ,0,11.f· ' 'EACl'('(;,AS:svsTEM·5 Cl'R~M(i'RE':' ,:, /·-~, ·:-·-,:,sf.:,fa· · • -, ' ·MErAL FIR~PtACE ' ' .. ·• --"--EtECTF\IGAt · "001i810iOO'•tJo'Sg22:f;, -; ..... :-"'£';1;~,r.,.......,,.. -···••·. • ~·-. ;~ .i. •U ', ·'!f 1if lastt_hr~years. '. · • l· 'h -·-. -, ~ ! -·;.:,..:.<•-.,-~~-_ · ~--~ ·· · ·:~ ···· . . .,. · · · · ·:·:· .~,-_::.: _ t·., .~.~,,,.:. -· ~ ... : --'-t , .,· ;., ;+"•" :,' ···--··:-·-·--.--, ... •.:·-. EACAINSTAl,· .. ALTSR-OEPAIRWA-TER'.PIPE' '1,t.f. VENT-FA~SINGLEOUCT t .i/(J.-MECHANICAL ·001-a10,1'.f(l;jJO"s224"i 1/i).'~. _.-· o, 0-1,amexempt•unjler,~~-.. • -.:B&.P,C •. ,.'. ,.. , ,., · ·· "" .&•~ •. , •· .•. "'"" · ····· ............. , .....• -·· ···•·• ....... "1/)1 , ,. , '10rthisrea~n · ' , '·'--·-· ·; ·:.·' :· ···' t ''fl: -EJp~.\/A~U\J~ .. f!REA~EcR . . f 1 ,~)$ M~'Cfj EX~'f,,UST -HOOOIOUCts ":··, MDBltEHOME Q01<1310-0Q:<f0.:8225'). ... • gi; ·:.L .. ~~: . .... WATEjlSOFTNER ;lflE,1.,0CAT.ii:JN;OfEAFURNACE)HEA.f.E.fi-_l C ·-··-·-· -·-·SOLAR .. ---.· :001caio:cio,oo;ai2ii.<'; --------·-··-----~--:·1:...: .Jll~ .,. ·: ... ..,.... .. .......... '·· ., . .... . . . . . , ~ . , • . , .... . . • .. ;--::-, . , . , . .· . t . . <( I f',,:1 ., ·:· _il . _ \.~. '. ,·:: ...... ... . .•. 'EAQJ-lROOFl;)RAIN(l~SJDE) ~f ORYER·VE~'r /1 /'/--.STRONG'MOTION 880•5.19,92°33( .~·JLl \ I. I ... J,. ,; t 1j, I.. _i .. : l ·self:!.nsu/e.ora~~r\iflc!'!~o/Woikers··compens~t[on_!n-;a,·; J. . ... ,. !. \ . . . ; . .:-. .. '_'• . ' FIRE SPRINKLERS . . 0~1·.81!M!O·OQ,.~?~7: . . . 3:' 1 1 D:lherebyafflrmthat,lhave,a·certificateof·consenno t'. • ,..-·1;· "··roT:i.LMECH'ANICAL ·1~--.. .1· • ,~·,·, ----· .. ··· ... ~ ...... .,.-,----.·,-· · ··,:· ......... , ..... , • ......... ,._, ,.. . .. ·.l ' J ~uran~e.Qr'.-C!rt1t1_edcqpythereot(Sec,,~:1,4b!)rCoije)::·.. . ""TOTAL PLUMBING I' .i' ,• 9 ,,';,,, '\ ""t,<!J',.,,.... ,., · · • ' '· · \. ' .'7;'J'.1'>::,.,;" -g., ./: POLICY.Nb;..; 1 '.: '· , .f. •~I •• ,,.,. • ·:. • • I ,.,,,-y,,,_ .. ~ ..... -, ···. ____ ,,;t.:7--••.• -.---,.P-UBLIP,r-ACILIT.IES.-.r,Ei;. ·-~20,8JO,OP.0Jl .. 8740,_,:•,·--~"~( •. ,::-,..•, ........ ~---.-.·,··~· ~· ! z: c·oMP.ANY: ,·. , ·f .. i •• · ·• -· · -~-·,~ ,_ ,r" . .BRIDGE FEE' &/.r,i 1 >" 1 Q. , . · ., .. · 1 • '. Q'P{; ElECTRIC~L PERMIT -ISSUE. • .. ..,;,,-QTY. :MO,BILE H_OME SETUP , : ~·· ............ U _ .-.·, .... -· .. -·"·'--•. __ ,.__. ,. :.·. • ·--... """"~--, .. 1 1,;:.·.!c'·E}coprisliledwith·,thectw·,,,. 11 _ ....... ,_. . --·.------__ .. , ·'. _..; '.:i • ) . PARK-IN·L.IE (Al!EA .!.··,:-:£. •. · . ..i ' :! " __ q;_ceitlfled COP,Y,JS.h~_r@i.iurn(sheJ . • :I f?. 7. :N~\v CO.NSUA.;,\.l.!P..lSWT.iBK.R • ~--"'~ }.:? J, ~~ ~~ • ; IUJ _,,..,, !' C~R gQRT ~-i. . ;-·,:-•. ::. TIF.-. ,."'..:! ~ _.,tj.~'. --.-001,BJ0·00-0008835/ •, -::.....1;:;: ::'\9~ ... .,..,. 'L~--g l\ ·l. .. ·. l. .. . '.t,-..... -·-. Ult :. ____ 3 PH I AWNING ( /' LIQEN~E TAX ,~:(, 001-810·_00'00·8162 \ -~ :o '. : ·· c_1;,RT.IFJi::i(1~-i:iF.·-ex~M~1Rri:.Ff!\'.?!-1~ , ) · . Ex~1sr s LOG EA AMP1swl' /BKR GARAGE' -;;-, . 1 · ' Mi;;~,::-,.,;;~~-i',-, '?<. ---8sd:s'1'9./r2=5r:· , •• ,., • ....,...~. -.u::, · 0 · •· · WOl't~Ej~~· CQ!.1PENSAT,lON INSiJR~NCE • 1 • ..... ·,. .. • · • .. · -• · · \ • I • """' . -O:::<·.,..,_ ·. , "A'· ' . ' ; i, ~..,-, .. ..., .;...1 ~ •• • (Thi,;se9tron,n~ed nof be completed if the permit .. .; 1 ·pff 3 PH J , J ~ ,, r1. -~ 4.'.'· · . ,,_ "" ./-;.,, .. ~ :, , J p f"Ji.' '"'. · · S ,-ffi 1 ;.._·~, • 1s for 06i.tJu,ri.cjr_ed dglfar~L(SJOO) or.Jess) .t . ,, .... 1 ~;··-~ ·_ -~· , ~~ • _ ~ • _. • ;"-· -~ ,· •• -i'-:--~~!·· ~-\' ·· · ... ;: ~~, 1'1l. ¥ • '* '; ~" -7'11... _ --, -' -.-.. -.e--'a ".l~ ~ , , .... -, I , .:,,:: ·, G'l':1c.erti.tit~atlnthe~(!of!')?"Ceofthe\\(Orkforwhich I ... ·. , RE,¥0\JELIALTtRf PER CIRCUIT t ,.. ,;:;. , f •'II:' ~ · t"\his perinitiS'issued~I shill notemploy.any,person In any ~,,. 1.,. ~·~ :.; ,.::..:..,.· ;"' ... :. -. -· -.-"-..,. .... ~ , "'. --. ', , , C L I > ' ' ! --;:>, ! sat16f1,LiiWS of C8iifornla. ', , · t> • • ~ • • -• • ' ·., ~ .. ~-::1manner·soa~:iobe'conte,subjec't'totheworkers·i:ompen-,··, T'E_MPPOLE .200~MPS ,.. 1' , }..,. --:-··"··.• -------·~·---... ·-·-:--·-·····~···•i··· ·-·--···----~··'··.~.,-:fl-< · · ·:.•, ... ·:.. .. , , ·: ;-'" :=:-:· · ---:-,, •":.o:·~,,·ovrn 200 AMPS f -t ' . 1 j ;, c, j~; I ~ "fNOJlCEJQ::'f~C'.!Pl,\NT1:·l!,,~ft-~r ... "Jaki[igthisCertJfl9,?tt:'··;.1: ,;. :, ~~--.·. 1 -··'; i r~ .. , --~,.,--~----.-·-···-· ..... ---~---.... -~._.,,.,..w~,·-·--~-·=----~ ....... , . ., ___ '"-;--.«~-:,--., .;-J -• ,·, .. , of Exemption .. you,sJ1~u d be.corne0sub1eclto the.Workers ,;,. --L---tEMP~OCCUl!ANC:( (30-0A YS) '• : · · f · t. : "<¢.o"!Pens,tlo'n 'P,(9"Vi~1cj~s,:~t,1hr!:ib51f~-C~de. yo~ w.u~t:t;l\t r .. ; .;\ . '!' ~ f t ~ • ' ' 'l. , • . ~ • .'.!~rthiyjl_ll co,m?JY~Un,~.~-c~.P~"c!'.~'?.~~ orth•H•r"!•l ~.h~II ;f :.!::r -.. _ ".'-... -· .... , _ , . _ . Fi"'--'. f• •• • !--"i •· . , . · ·-.· •• , . i-·--_-c·---• --G8E01T-DEi:i0si:r-. ---· .. . ·---.. --, ,.. ~ f; (t::;:I ~ : '' fc(-j!;';e,~ct~··,~:1kt;Ht:, ..... V,. . I ·. 1 . 10:fAL,E~ECTRICAL I: . ., . . ,. !' ,. :)."'·,,:l;.·i· .. ~"-,!,:: '4 '." ' '.;. -. ' l . . . . . . . :i . . . •. :' ': ·--•,.-"•V ·---·--····---• ----..... ,:,......----------.· .... . •. ··--.. · 1 I' '") ~.:..-i .... :J L { 1.,· ,, •• ·' .\91'(1\. " l . TOTAL FEES PAY.ABLE · J.~ -,..,, 1 ; '::.~;'.:~: ,~~Jt~· .. :-"'.:;.S,£;~F-. -··: f ..;7·;/::..~:~ ,-. , -~--: -~,,-.-.-:~.-;; . .-,\.::.:~~~'· _;-"!::":~::.~r~m~,:::.:::~-~;;:,_!2:'::;:.--:,-._:;;:::::,::i.::-::=~~-~:,;;:::=::/:::.::::?~~::f:-r:"""';', ... ,:~~: .. ~·::: ~<? .. ~~ ~ ): · ,ffi M ag~ncv, for the P,erf9m1~nceof the work for which this per-,t, €:l;l~ij:IF-2(' •!;IN0J;;~ ,f!.~1!11\k,T:,_, ,0\? P,E; :c5.,, ..., 0 (I> ~g. C I" (I> , .:';~•i~_':~'.2.~.e~';~r.;!~}''!\ th~tet~:!.S.~ const~~ct(o~ It~. 5 • ~/if.I~~~ Qilif;lqF,!,/J,e_;'§.E)qi'i~~li) :/i§ ~; \~ ~~:i{fs~~~?1<S{g. :aM? .. 9~tL<;ig,~) ~ -·; -.. : .... i ~ ,... ~;M ,,.: . •: • • ',,C; C ,,-, 0,,, 'l ·~ ~':-,.a,t .. ~--~.,,,,. ~;""':.'i-.~~:£;...!..i..:.~:::t __ . ----ii ' ; · , : :·· Lender's A~d_rijss' . . ·: .,.'. . . i • '··EJ\Bl1NS. S ·: -'. _-~ ~""~--. ,.,-,.h~,,,.,..,...,.,<!."':.:::.;..,_....,._,. _r ·:~t~~!]~~.:::.: T': "-:-:::. ·,. :i '--: :.:-:~. :'.::-~:·'..'.·:, .. :. ,: ... ,, "·'· :: ·"·-'··: . ..:. ·,:·.' .. ::.·,~:· .'-:,"-~:':;:·'" -E-! ,-:-b11:~·'.i:_E_ "'l!'r'"!!-,,,'!"!'"t'y"'°~'..-~i"'",'"'. I ~ ltl ~ :;,::.7-;.;;"'~ · · . /~}f{;!lb -., ~ !I , .. l ~-i ' ,I II) z 0 ~ CIC ~ fd C . ..... L ~~E' BA.~~-~?.INT P.EN ONLY ~ _PR_E'SS ~ARD . .1 ·. CARLSBAD BU,ILDING. D_E:PAR.T'.MENT APPLICANT TO F'iLL IN ,NFO~MMIQ_~Y(I.THIN SijA~l;D·A~l;A AND.DEQ~ARATIONS_. . :APPLICATION & PERMIT c . . · -~ . . · , ·. · ;-· · Carlsbad, California 92008-4859 e [ Q· l_he(eby;afflr_m•that I l!in llcen_sed under. I. . · . . · · . · . . . . . 0, . 1,P~(\Vls{on_s of C!lapter 9 (commencing with ., -,. • AV. SJ:r. •. D. NEAREST CfjOSS,ST., 'BUSINESS LICENSE# . --~ALUA ION •• : ... Section 7000) ·01 Division 3 of the Business . (o -· . , . 1-·: · :!lnd'Professions Code, and my llce,r,se Is in I· -v'i · ..,S · f. l ,J!;._,:::;, f:_~-~ . . . , . ~ .. z ." full force and effect I' t,-~~7""."~=·+--.-,::,.,,_;;.,...~=;,.-;-+...;;:· :;;;.;.,~t· ~~'=-,;;;.==~":'."'"_.._ ___________ __,,....------,--'---------_.._..:::::__, 8 r ·, .. . . . : : . · · .. · · '" . 1 · · . L'OT SUBDI V!SI ON •· ASSESSOR PARCEL NO. ZONE . . . •• · I hereby aflirm· toat I ain exempt from the Contrac• I .tor·~:Cicense;taW-lor the followin1treason (Sec. 7031.5 ._ . ..,.=....,.~c:---------------.__-'-.... '-----,----,---------'""'IR -:Business-an~ Prolesslons Code, Any city or county whicli fe-I OWNE !'I'S PHONE a,::::::::~~!:::::'....!!:._::::.._,,;,::..,_!ll,,!~!.!::::!!~..:l!~::::~----+-~~~b,,:,=~,.;.;:..:;-1------------t.!~=-;,,,':-,-::=::---;:-:::-=::c:-:~-l _quires.a permjt to· cq~stiuct, alter; ]mprove .. dell(olish. o, . l· · ·eullDJNG:sa. F.OOTAGE repair any. structure, prior to its issuance also requires the ap-· . • -r,iica'rit for s~fh permit fo. file a ~igne~. s.tatement, that he•is I· J!~;;=:::;:?!!..'!!~-::.=;;=--:-.;:::J~~,L~:!:~::.:=-...:_=----J!-...!t;i.i:'....i.._...!::CJ!~:!,,:L __ f · ~ ·· ·· (;i:i;t L~:iit~1;,t~~ Jhfo~:~~?nry6 Jl;;t~:r.1?gnn%~8r~~-· f -. ---· -• · · -U:: , . D1yls1on 3 of th_e.Buslness and RroJess,pns Co~e) or th~t is ex· .. L. >. ,empt therefrom and the basls,for,the aliegea exemption. Any 1 · ;/"'I _.,e::::: ._ violation of ~ect1on 7031'5 by-an applicant Jor a perm/f sub-· 't-:-k.:".:"::-:-:=-::-:-:-::-t-::-::='."'.'"---7\'7""'::"'?,--,f,L.-...:;;=:..¥,=----.!-~-,,,..,... ..... --~....,.--f · L-·L...._, ~. jects the applicant to a civil periallY. of,not more thari live,hun-\ «. ( . • O· · , .,._ <lred,dolfars ($500). ~ _; • • ,. ~ t· . . STATE LICENSE NO. a., CIC_ n_l,~sown~r-olthe·p(OP':fty_.ormyemployees_v,ithwa_g':f. i' 1---~----------:f-2'--L"""'C....c:J"----'-----:~--==-=..,..,._~.------,---...f a-,.---.;_·? . rv')r,,L_,n. ~· ~ !· w I as th.~,r s_ol~ compensation, will d~ the work, and the strut· I t_~ d c;1'"tc-;;:,> 7£ ~ ••• _ • • • • -•• -,_ • _ -···-_ __ • o -tuce,1s not.mtended,or ollered.for.sate (Sec. 7044, Business . · •~=:...:..:=-,,=c....,cp.:....---.. . . ----------~f---!'""'•~~'-•;,-;-:4~~1"--"'."!'~-.,--~i'--t':~~==T~~~~"'1 U U Ul:f U U.1 U';I/ U.:::11:fbt"KYI I O:::l:f,h U I _. -.and·Professions·Code: The Contractor's License-caw does·· ·i --N0. occ·"GP~~ . ···EDU· • · · -· · · · · • · • · · = , .,,.,t ,.nnh,~tn .,.\,, n(unnP ,..4 ,..,.,.,.._,.'rf,1 , .. ~ ... hu\1.ln ,.P \~-P""""' _S,TQR(ES '"O I v[J NO --~ , -~ PAR,t<;JNG SPA8E RES·UNITS GRADING PERMIT ISSUED 0F'lEDEI/ELOPMENT TYP.E' OCC LOAD, FIRE'SPR j ARE~ CONST . ··-· ·--~~~ --~--YD N, q vD ND, I vO N,0 I · Noi Valid 1/nless Machin'i/Certified PLUM Bi NG PERMiT · ISSUE -·7s~-QT_Yi1: MECHANICAL PERMIT· ISSWE 3 .---. SUMMARY/ACCOUNT NUMBER c cu. ,~ a. o: I, as owner ol the property, am exclusively contracting ·wJth licensed·contractors fo construct the project (See. 7044, Business and Prolesslons Codp: · The Contractor's Ucen·se . Law does.not apply fo an owne.r-of·property who-builds or iin' proves ·thereon, and vlho contracts for each ·pro1ects With •a : t~W;~ctor(s) license, ptirsuant' to the Contractor's· kicense ;·1·QTY·. I . I .• E~Ql:l FJ.XTURE TRI\~ INSTA,LLTURN. QUCT$ UP T0.100,0QO li=ro-. BUILDING-PERMIT 001 ·810-00'00-8220 777 -----;~ z.,, 0 j:: ~ Ill z w A. ·::E'' 8, I .. . EACM;;Bi:JiL.plNG SEWEil O\:IER 100,000 BTU SIGN PERMIT ofi1'.310-oo-oo-s221 tJ As a homeowner l am.improying my home, and th~foilow-lng. conqililms exist: , 1.. The work Is being performed prior to sale. I 'EACH\VATER-HEATER.KNO/OR VE'NT BOILER/COMPRESSOR UP TO~ HP I I PLAN CHECK . • • --. 001·810·00-00·8806 2. I have lived In my hoine tor twelve· months rrlor to completion of this wor~. ~-. have, not claimed ·this ex~nwtior\ during the last-three years, ~r ·:;;~ r~~~~t under Sec. _______ , B·& P,C. -~--~--'--------i I I 0, 1 hereby·afflrm.iha't I have a certificate of consent to I selt-iri.sure, or a certlfic,ate·of Workers' Compensation l,n-l EACH-GAS S-YST-EM 1 TO 4.,0U-HETS EACH GAS SYSTEM 5 OB MORE ,. EACH INSTAl-, ALTER, REPAIR WATER PWE EACH VACUUM BREAKER WATER SOFTNl:R E_1CH ROOF DRAIN (INSIDE) "'t. ~ BOJLER"/COMPRESSOR 3-15 HP META~ FIREPLACE V.ENT FAN SINGLE DUCT MECH EXHAUS·T -HOOD/DUCTS f!ElOCAJIDN O.F EA FURNACE/HEATER DRYER VENT TOTJ;L MECHANICAL. TOTAL PLUMBING 001-810'·00-00-~222 ELECTRICAL 001·81Q·00·00·82~3 MECHANICAL 001-810·00·00·8224 MOBILEHOME OQHJ10·00·0Q·8225 SOLAB 001·810-00·00·8226 ;' .STRON,G MOT.ION' 880-519·92·33 -~; . .; -~~~ ~):,1 ~ ~ ~ ,.,.. FIR~ SPRfNKL.~Rs· , . .001-819·.00:00-8227 • PUBLIC FAciLi-i'ufa··F'EE' · · 32Q:810-oo:00°8740 surance,or a certified·copy thereof (Sec.3800. Labor eode) j TOT AL p LUMB rN G I POLICY.NO. f . 'I' ,;, . . ·. . . . /.//) -, '" V . 0. c O qMPANY _ _ ·-. I QTY. ELECTRICAL PijF.lMIT -ISSUE 5-QTY. MOBILE HOME'. SETUP ,· '· '·,;;; \ ·, '· :AR!G;~F~l~U (;~EA;-~ · l. ·. · .•.• ,\ , Copy is filed w1th"the city + • .,. ~ -, ~. .. _ . \'t _ ,,. 1 • _ 1 .. 0 Cerl>fledcopyishereby'furnished I NEWCDNSTEAAMPISWT1BKR CARPORT .: 't ;_· .'> -''" ._ TIF ,r 1•'-"· 0()'1-816-oo:06'.3335 '1 , , > ':• ~:.~,:-·1 .. i . . . . .. . I 1,PH 1 PH . . . AWNING • -•,: '. • ,~· .,, . , . ·,, UCENSE TA?(· · ,.,, ,O!it-8.10:00-00·8162 ';'I ,-.;:.:~+ CERTIFJ°CATE OF EXE',lf'TION F(lOM ' • ·Ex isr s LOG E.A A'MP1swT /BK'R . . GARAGE . . • MFi= . . 88o-iHi-92-s7 . WORKERS' COMPENSATION INSURANCE j .. • · '· · (Thiss~CtJonneednotbecompl'etedffthep-ermlt · 1 P-H .. ~ ..... . 3PHP • '",. •._ , :r, , ...... ~ t ... ~ '•, , '.. 1-1'· -;~'ti is for c;me hundred·dolla_rs (S1QO} or Jess) J , __ , • ·.-4' ' • • ' --·-' • "· -""-~ *~· CJ I certify.that.in th~ ~erformanceotthework for~hich .. I REMODfUALTE·fl 'PtR -CIRCUIJ' • · .. · \ , . , ''. ~ , ·., .~ ~ .-, , • . \,: t',, •..• ·-, .this p,ermirls issued; !·shall not employ any person many I , •.. --, , .. ~ "' ~ ~ '\,, ~ ,._ ~annerso·astobe~ome·subJecttotheWorkers·•eompen-I · . .T-,EM~·POl:_ 2QO _AMPS_ . .· •. ; _ \ _ .. -satlonLawsofCal1fornta. 0-V.ER"ZOOAMPS· i :-. \-'.~;.', ·" ·'• \ ,,,;,···,} ..,_..,.~,,._ "NO,TICETOe,PJ'[ICANT,lf,~fti,_rmaklnglhisCerlifi?at~ I. · · ·· · ," · · · • ·.,. -., '• '·,'7 olExemption .. youshouldbecome.subje~t.tothe-Wo[kers·, 'f . T.EMP OCCUPANCY (30 DAYS) . , . • . ,. · • . . _ ... -, ,""'I" ·.__ _.; I ·P.,~ I -. '""' \-'· ,;_:,:, I :~ Compensation ·provi§ions /of~the ·Labor Gode; you .must-f · . · -·: ; < •· • .:.. • • "' , ~ ·• "'.' • ' .. . , forlhwlt.li c~mpl\>,wlth_such P'9¥1sion~ ~,rthls p_erm\1 s~all :· I<· , ' • , , · , ' · '. · .:,CREplT DEPOl?IT 1 • "'f.JJ ~-· · ·• ,I.. bed_eemedrevok:~·_. .. ,:; .. , • I . ~-TOT_AL~~.ECTR.iCAL . '·1 . . .. ·., TOTAL·, , . . TOTAL.FEESPA~ABLE. , .. ······ :.._-·)?~ -,· , .. -~ .:.J!!!:!:il,"' ,,..-... -·· -: . ·-·;·· ·.·. :., .,;_. . . . . . -· ~'.A-.. /0. -t:· l HAVE CA~EFULL? 0EX~MiNED THE COM~LETED "APPLICATION AND PERMff" .AND DO HEREBY Expiratioh. E~ery perml! issued by the BuildingOl!ictal '!oder thaprovi~tons.of1hi~ ' . * AN OSHA PERM:T 1$ REQUIRED FOR EXCAVAT~NS OVER :-·r· 'ij]: ~ herepy atfr:m't~,t th~re·;: a con~tru~tio;;-lendlng ffi ~ agency for,the performance of the.work forwhicti this per- Q .. , 'mi)·IS ls~~!',d."(Sec. 3097, Civil Code) ffi 1.1:ende·r·s~Name .... . -~.,~-. ~ , • • • .. .. • "' ..:., . . ' . '. •• 1,., .. ., ·Lender's Address_~~--·~---~--~ J CERTIFY UNDER PENALTY OF PERJURY THAT ALL !NFORMATION HEREON INCLUDING THE ·a0 ·J II. eixpire by hm!ta!ion aod become null and void lf,lhe building or work · -5' O" OEEPAND OEMOI.IT.ION OR C""'STRUCtlON OF -·• · . . · , honz d Y such perm,! 1s not Commenced w1tt11n 180 days from the date of such . · -· · I, DECLARATIONS' ARE: TRUE AND CORRECt AND l FURTHER CERTIFY AND AGREE IF A P~ERMJT 15 permit . u.dbuitdl'1f\l. o-'-"""'lk authonzed by such permit ls suspended or .J>TRUCTURES OVER.3 STORIES IN HEIGHT 1 ISSUED: to COMPLY WITH ALL CITY, COl:JNlY AND STATE LAWS GOVERNING BUILDING CO • aban,..,.,.,...,.. lll'IY"mt1 au.,f"'jhe wbrk 1s commenced for a oetiod ol 180 davs:. ~ . ,. . I STRUCTl()N, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INbEMNIFY D ·, ,.k' . . . :-..,,..,.; .APPR0r0 Ei"---~.-.•.. : ... . · b · .. 'I , KEEP HARMLESS THE CITY OF CARLSBAD AGAlNST ALL UABIUTIES, JUDGMENTS, cos ANO AP • . J SIG "~ ,.. OWNER o CONTRACTOR u . . ;· ;•.:. . v _ _. r,:, :. _ ,, ,··Tf ·h J .w,: 0 i EXPENSES WHICH MAY IN ANY WAY 'ACCRUE AGAINSt SAID CITY IN CONSEQUENCE F THE I . .,-2 L· . . BY PHONE O . , ' .· : \ ~ _' . ~ ,.·.c.:;.; . 7 / p}' I • GRANTING, OF THIS PERMIT. . • .. , · . C:::, ~ · .i . " ._a .. :t. . · 1· . : ·· . 0 '=:) f . .. .. . . . . ~ . --- 7 I: -"" C a: 0 Cl) Cl) Q) Cl) Cl) <i: I == .Q ci3 ~- ',Ql 0 C CU· C ii: £ I· C Q) ~ (!) 0 13 Q)' Ci. C/l. .c: -. ~ .s:::: ·3: ~ t' TYPE 1, DATE HUILDING \ ~ FOUNDATION I //1.--- R_EINFORC_ED STEEL j IV MASONRY l ~-:J.... Q~ j --.IT'" GUNITE OR GROUT l -~ I. SUB FRAME q FLOOR D CEILlNG SHEATHING D ROOF p SH~AR l FRAME i' '/f/2.0 EXTERIOR LATH l .. I INSULATION / iA-:/2-• INTERIOR LATH & DRYWALL ' . I I PLUMBING ! d SEWER AND BL/CO D P~/CO UNDERGROUND D WASTE D WATER TOPOUt D WASTE D WATER TUB AND SHOWER PAN I . I GAS TEST l D WATER HEATER D SOLAR W,4.TER l ' I ELECTRICAL J D ELECTRIC UNDERGROUND o;uFFER I ROUGH ELECTRIC 1 A-/Lc I D ELECTRIC SERVfCE D TEMPORARY -, .D BONDI_NG D POOL I I ;i MECHANICAL I D Dl,JCT & PLEM., D REF. PIPING HEAT-AIR COND. SYSTEM$ I VENTILATING SYSTEMS j '-:1 ~~:: :~ ·-......,.., -"\.'- .l I CALL FOR FINA ____________ _ -ITEMS ABOVE HA VE SEEN AP.PR.O:-Vf.Q FINAL l -. . '\-\ PLUMBING l =~-...-__ , l ' l,,,, ~ t ' ,-: ::· 4- INSPECTOR -,/.) ~y<..,,. '/ . j. ' 'I/YJ"-" . ,, J-4"- ~ , II , ~ r A J1+',._/ f :v?:;:_t_. ., ,...., ; -· ' ' . '· ~-----~.,,..,,.,-' -· . ..\ '.\·<o:,;~: C-/~ '.~1i~1---1· ~ ;J\. .. h ·>··\ ' .. ~. : .. ..,...,·\;~ -'• V ?-_., ()}..C# ,., • ,,,,.,, • .. ' .. \. ' FIELD INSPECTION RECORD -·. · '-,,-, " --· -... -. ./ . -- REQUIRED SPECIAL INSPECTIONS l=======;;,IN;;S;;,P.;E;,;;C;,;,T,;;O~R='S===N=O=T=E=S==========-==============:::==~~====j INSPECTION' REQ. IF INSPECTOR'S DATE :_:, ... ~-t' _\_\.,~ CHECKED APPROVAL "-' ._. SOILS COMPLIANCE lltl K ppr; l.t1J..ws~.J{<$' £H iNs7ifti.e, PRIOR TO :....:..r-. ,rj . -. ...tl. -./ FouNDAT10N1NsP f.?G//hGEA/ -~,-,....Ool}S AAht'°fT 1-,_floR./N-l A,P.Eki;n b.o STRUCTURAL CONCRETE -• I ~ i r ,M n ovER 2000 Ps, -, o 11<1.i-riJ l • 4--HA-c.lJ:l-eo ·T,. ..,. ."I-~ ic-•sit:: M~r PRESTRESSED --. • 7 . ""' /. /. CONCRETE ix.-, Eur&' JJ-r _ ;IJ O 111"1 R/2.IJ 'l-7_ POST TENSIONED I} ' ,;--' J.r.. I__!,.,_ -L I'.~ - CONCRETE l/lt,,JJJ/J./f/~ ke,..( nA/"'104f.-1~· A-.,,... I /ZJA~ .llf WA YI.I FIELD WELDING 'ltru.L.4,-ii.'k! n.-U "~ rt.r~/n,,,"'t 'w .. u (JE, l?lb,J;,LJ n~ . I ~iL1;TRENGTH --. &111 F-D-u _t:, ,;-Jr Iv c r-,. bMOJ.J-r~ t, J£. r- sPECIAL MASONRY !JJ1:7F 94-lilb,;,J;, ('f '11 J1b/l( ,Lu,. t{ L)...t-l l!:J * . ff-lJ i:, /l-, ..L. 0 AU ;4./1,/1 ,j \' '· ,~-. PILES CAISSONS 1 7' ., ' ~ \ \ \ --- . \ ' ·--. -.,,; . \""----," ·, ---~ .-,o ,;::;· fll'T ft,4.'· r1r.-\n(.), 1-'..J' ~-Q., • • n ... I'. .. · ,~{:·,·~~: .... ~·{~ • " ..... ..., .. _ ,~:~~<.~.f)""~~ ,-..... :1.,::~~ ::,~ .... -:.,_ -.~. ~-~~!.-,;.,.~ .. !..-, • ..!. _._,.! _!,~ • ~ ; e·· " ,..._\_ . -~-~ -.~ .. '· f'' :<> ·-:~·-.. ~----:·.',...i -• ;·· ; -~~ . ~> • -.-! . -;,[ ; ·.-• -.---. ·--~-..... t -t ~ ... 1-'-F-.,......---',,__-,--_..e.._~_;_--=-~------'-------"-------i "' ,, ,,:,.-'· • r '9<, -i ........ ' ~r.:.,---... :--. # ,/ ,.f' l.-.... , .. -.. ~"--· ~' ~ ~,; ··•. ,. _ :.:. '"£', ~~-., --1 • ; -, 1--'-_i ____ -... -____ : ___ .:_,,,,,,..·-::_:-,,·,:,-. "'"'..-.:-:_,_· _· -_· -----"'-------"-------t . :-i ·:· r~ --:-• --:-;-.,. •• \ . ·: ) " --~ ~ . "··,;·-;. .:~·;'~'-·::" ·_; •. • ) i::x-_-> ELECTRICAL ,i .... _ • 1------.,;;.._--------~---------~------'--1 I ,· MECHANIGAL ·1 ! l, GAS l r ~ ·.~ ~-< .. ~ ~_ r: ~ : '>· •• ~ ; ... ~ BUILDING ·: -.... •• "w ' I -·· ... -·- ~--1 .. ---· -~....,.-~ :__,. ~-_, .. § ~ -~:. ''\ .... ......, .... _ ·-~· ,..,,. .. _ ...... _:·"' -?" t.f-. l-----'----~---1----+----.--:---,---1,-=~--1 -• . • ---' ., • ~-'i .. " _, . .. • • ' ' ' . t .... ~-.. ,:: ... J ->;...-\-~ ...... ~--.. ;. ..... ----x"'t ..... ~ ..._ ""\ ) ~. .... ~ \ ~. ~ -·· . ~ \ SPECIAL CONDITiONS ,I I ' ~ ·- I "., City of Carlsbad MISCELLANEO,U~ _ , 1200 ELM, CARLSBAD; CA 92008 • TEL. (619) 438-5525 RECEIPT , I :j6 , J 1JG ./.1i~'. Ti)UiJ'•;~~-' !~~ress:2bS q -·---({eri.:' J Dit_ S\fr\Cf2 MISCELLANEOUS FEE RECEIPT Owner,-Q \ ,,,--1 ~-\ _ -/ {)(}{) -\. ' ~\tui.Lzs i.:. L~ [](~e' D . PLAN CHECK FEE. __ 0_01_-s_10_-o_o-_oo_-8_80_6 __ -4-___,__~..c...,::::----1 ..,_,__ __ __,__"-="-"-''----=:..---"'---4--_,,,_---"'-'-'-'c.::===----'---='C......:,""--1 D VALUATION __________ -'--1--.;..,.:__---'--'-I , 3t2-,'~ o DEMOLITION ________ -~,-;;.,,.,,;., -"-+---____;..,-,--------11 l---'<=-""->--,,...,."'-""'~~----'---,~-'---"-,---L-'-----'---=----1 State,lic. S,Classil. City Lie. No. COMPLETE FOR PL"N CHECK ONLY LEGAL DESCRIPTION \ DESIGNER ADDRESS . PH<;>NE tJ-,,'1 --31 '2) D D 0 D ,0 D D HOUSE MOVING ________ ~-1---------'-----1 PARKS AND RECREATION FEE------+---~--~'-'-11 PUBLIC FACILITIES FEE--------+-----------11 SCHOOL FEE -DISTRICT _______ ----'-l_,......_ __ --'--1 Carlsbad-------------1--.,..._ ........ ....,...-- Encinitas ___________ -+-__ ...,..... __ San Diego ___________ -+-------'--------11 San Marcos __________ --l ___ _..,... __ CERTIFICATE OF OCCUPANCY _________ ~--- o------~f-L-------+----,.-----_,-:...-1 o _____ ____,.-,..>.------------l'-----~.........,. ..... TOTAL FEE $ /t){)/) --'.· *WARNING: PLAN CHECK FEES. WHERE NO ACTIO~ 15 'fA'KEN BY TH£, APPLICANT IN 180 DAYS AND NO BUILDING PERMIT IS ISSUED'. AF!f FORFEITED TO THE CITY. - COMMENTS: ___________ _...J~-----"'"--t White -Applicant Yellow -File Pink -(1) Finance (2) Data Process Goli:l....,. Assessor l I l I CASHIER'S VALIDATION Qtttu nf Q!arlsbah --------------------,-------:f, SEWER PERMIT APPLICATION SEWER PERMIT NUMBER: SE ;: cJ l{if APPLICANT TO FILL IN SHADED AREA --~__,__ ___ _ BUILDING PLAN CHECK NUMBER:_P_C...;.__...._;'-(,_, __._I =0 .... I ___ -+ BUILDING TYPE:_---P-'-"'-'-1 ..._1_· ."'"'.-'-'--1--'-· ,_,_c)..._ ________ _ NUMBER OF EDU'S: _ ___,_/=/'--'-(..,_) _________ _ CALCULATIONS: _______________ _ j ,2)1,);,,/ < -Ii .~ ,,. /,0 I i) CONNECTION FEE COST PER UNIT i / ' /{ 'u __,...,'. PREPARED BY: __ c:e:: / (' ,,,, 7'. ; · • t ·w1 ,,./, (PRINTED NAME) WHITE: OPS GRHN: Finance GANAR.ater PINK: Building GOLD: Applieclt '- Appli~tion for G-,a~ing Perm;~ . ,'.: . I PE NO . ..::c"'.c:...-___ _ ,_, q-.. CITY OF CARLSBAD ENGINEERING DEPARTMENT • .... ..,;;:,...., .... 1200 Elm Avenue Validation by Finance ., •· '~' V':,: ,• 438-5541 · D_epartment -s~ild1ng' Per.hit Plan Check No.------- .......... ~ ~"-.! £ -~ 4' • • - FOR:i\PPLICANT TO FILL IN Site Address 2"({59 ~$fferson fit., Carlsbad,CA 92008 Legal Description (Attached.) Party responsible for overall supervision Map No. A.P.N. 155-170-23 Surety.-Address / Rei,'d by SPECIAL CONDITIONS WHICH ARE MADE A !'ART OF THIS PERMIT ,. Authorized houts· of Q'peration·: 7:00 AM Jo $unset,• Monday -Friday"' ' 4 ., • l------',,,-< ...... &,.M,,.i.+lh.Mi\-,_;.W-.,~H.,li,------------112. Proposed use of grade site Haul routes are to be approved ~y.City Engineer. ., ""' Number of.cubic yarns Cut Waste -o-100 :Proposed Schedule of Start lQperations (dates) 4/15 85 I her.eby acknowledge that I have read the application and state that the information I have provided is correct and agree to comply with all City ordinances and State laws regulating excavating and grading, and the provisions and conditions of any permit issued pursuant to this application.' Signature of Permittee ,-. 3. Adequate provisions shall be.made for erosion and siltation. control. 4. All slopes shall be planted per City Code.· : 5. All fills to be compacted to at least '90% of''Qptimum density unless noted otb!:)rwise. ,,. Under City Code Sec. 11.06 170 this grading is: O REGULAR GRADING -City inspector will make inspections us'ted below. ~CONTROLLED GRADING~ Private grading engineer shall observe work, co.ordinate tests, make reports. / /' INSPECTION . Owner or authorized agent ·---. __ ~·'t'i· ~et--+-..z.,,""""~""'---"'-.:,-- i,.:....---------'-=~=---~--,"----------.::=oo--1Jo.Wal -site prep. _DATE _ INSP. SIGNATURE ENVIRONMENTAL CLEARANCE -~-- EIA 1Log No. PC .J) -J(:, I I /J~ /·:;I ' Rough -prior to drains · Final -,slo~es planted .,> ..... Compaction reports rec'd .. Perm Private engr. cert. rec'd. by --~'--#J,:J.li,l,Jl.!.~~3--a----Wh.ite-Office; Green-Building; Permi Yellow•lnspector; Pink-Permittee; Goldenrod-Finance THIS FOlilM WHEN PROPERLY'v:ALIDATED IS A PERMIT TO DO THE WORK DESCRIBED .,... . THIS PERMIT IS VALID FOR A SIX (6} MONTH 'PERIOD Cfi1<) 7E4'~c /lt.177/?/>L ~ A~t--~Z> ~61/80 -~~/4..d{_ FINAL BUILDING INSPECTION RECEIVED AUij 2 5 1987 PLAN CHECK NUMBER: DATE: PROJECT NAME:------------------------------- ADDRESS: ------"""41,;.;....ci5"'"'7'----' ... '-},~'-f'-'f.--"'-.''-'/C_i.l_0_11_1;;1_~._-~_.'6'-'!iC..Cl)_J_~_;_;,_;,_r:_:-:,_i.)_1 ____________ _ PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO.: ______ _ TYPE OF UNIT: -~4_-;_•._:"_, ~tJ_ln_:t_t_t(t)~tt _____ NUMBER OF UNITS: l ' ... ~ CONTACT PERSON~· ____ c_.~_1_i_1_f'_•u_t~J_.<l=i~'r_~---~OJ,,u)LV\~~~~i----_2:~~o~b.vof-~-~sl~~-~-~--- CONTACT TELEPHONE: ___ t~~3_4_-_3_l_!~,5 _______________________ _ ,-1.l l cir.rnt ===========================================-{= '._ ...... '-..... INSPECTED(' /3rdcL DATE q/;1 k BY: I ' INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED " COMMENTS: '&/a.~ -f,.) D"T ?,.eJf'l'()C/ 8 e:r:, d.6 0€WF\~ ui, \l "Vleeo TO be a_ ~tR.C L~DG' 'B6rtt-S\ot::~ REP. Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire ( ~-b~) FINAL BUILDING INSPECTION "'-~ PLANCHECKNUMBER: :_.,.:,-l.-11< :, r,:-,-Li1-1 DATE: __ ___,,,_ _ __:_....:....._---"-- PROJECT NAME:----"'+-______ ___,_ ______________ _ ADDRESS: _____ ..:::.·'..:....:'-'~::....:i ;._, -=-·' ·=---'.;__~ f..:::., ·=--r'_' ··-', q'--"-·' -'''-,;-=-:'.',"--) ....::cj-'~-'--;' ._:· · ---'. r--'-. '..::..::)J-'-·: ----"'/1_C:__,,0:::::__-----,,,./4'-,<C~;..::---- PROJECT NO.: ______ UNIT NUMBER: ______ PHASE NO.: _____ _ TYPE OF UNIT: ~-!;-·'--: _·:--'-i:,_,_·:l...;..;:_.~·~-·,,:. ____ NUMBER OF UNITS: _ ___;;;_1..,:_'· ~------- CONTACT PERSON~· ----=c~··c....1 '""'·'·;___;~1.:.:...;1·=;=~~=~!'--··~111r#----------------- CONTACT TELEPHONE.~· _ ____./}.:::..:;_,_,_~:---=)...:..l ..:;_:'..c..·1 ---~----------------- .. J.: . J ' ~ '~' t INSPECTED /k DATE J--,J,} .7 DISAPPROVED BY: INSPf;:CTED: J APPROVED .. ', INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED· COMMENTS: Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire .·, t . ! PLAN CHECK N~MBER; FINAL BUIL·DING INSPECTION ) i DATE: PROJECT NAM!;:.-,-,-.,,.,-'---------,-----'---------'------,--------'-----------'-------'--- ADDRESS: PROJECT NO.: -------~ U~ITNUM.BER: ________ PHASE NO.: TYPE OF UNIT: -'-~4~-i·~3~Un~:t=r_,~·.tl)~l':~-----'---NUMBER OF Ul'-IITS: CONTACT PERSON:~. --,'-,-,--~C=:1;=,J.=5.=f.~P,u=i1=<l=ll.="-r=/:'~; --~--'---',-'-e--~---'----'-'--'----~~- CON'TACT-TELEPHONE: __ _;4,=,3"'-4-'--_-"3"-'1=2=5,____~--'------'--~----,---,------------'-'--~---- · all <lunt: INSPECTED· BY: ____ '-____ _ ·, ' 'INSPECTED. BY:. . INSPECTED BY: __ ~'------- ~W.crm ·~. APPROVED / DISA~PROVED' ~--~- DATE , INSPECTED: DATE INSPECTED: APPROVED -~-DISAPPROVED ~~~ APPROVED -'---DISAPPROVED ---,-- Rev. 1/86 .. WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utili~ies PINK: Planning GOLD: Fire FINAL BUILDING INSPECTION PLAN CHECK NUMBER: _ __,3'-"6'---=1=6-=-l_-=2-'&=--..:o::c.:26.:_-...::l::...::6:...::l'---=1-------,,,..--. DATE: ---'--'"""'8'-'----=2-=-1-_·8-'-7'--'-- PROJECT NAME:---------------------~-----'----------,-' ADDRESS: ------~2 o=· 5~7~._~fe~i~f=e=r-=s-=0=11_~=" -·=lb"""-5'""'9'---"J ...... ~"""f ...... f ...... a=r=-so=n~---~~-----~- PROJECT NO.: _______ UNIT NUMBER: _______ PHASE NO., ______ _ TYPE OF UNIT: --'l~',-----'-·!·---'-'-n_1=Jn=::l=.i:'--"-F..1.=n=t _____ NUMBER OF UNITS: 12 CONTACTPERSON~·---~C=a=l=f=f_n~,1=1:=lJ=.Q~~m=r=s'--~-------~-----~~~--'-- CONTACTTELEPHONE:, __ ~t=·~=t~-~~~-~~=5-·~----~'----------~-----,-~~---' ;-:l di::· t ~ 7 DISAPPR:VEO INSPECTED DATE SEP. 1 1 1987 BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED ·DISAPPROVED Costa Real Muntctpat Water 01stnct COMMENTS: _____ E_n...,,,g'=in_,e-::ae=r_in-rg'=-..O""""e~p,.,.a.,,rt ..... m .... e_n_t __________ ~ _____ _,__-"--_ (619) 438-3367 SEP 11 '1987 CITY Ole-CAO! (~ql\f) ,-11' -· " · DEV Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire -----·- ' u .. • t· " ' ' /-/,,_ ,,,... ,,,., . ,~: I ' ' • ' I ,_ ( . l_ ,_,,. • 1' • '·0=::-.:'." FINAL BUILDING INSPECTION ,, j '. ..... '. ,' ~PLA~ CHECK NUMBER: ~ }6-161-2 & J6-161-1 DATE: 3-21-87 i· PROJECT NAME:--------------------------------- ADDRESS: PROJECT NO.: ________ UNIT NUMBER: ________ PHASE NO.: TYPE OF UNIT: __ 4"----'-:'---~'1'---"'H..,_r•=.:i..::.t---=;J=t'=t _____ NUMBER OF UNITS: CONTACT PERSON~· ---~C=~B=.]~-~=-~~:~E=u~3=J=d=~~r.=~----~-------,--~-----~-- CONTACT TELEPHONE: __ _.=t.. ?.._J"'-.'!·-~·,"l:...'..,,_,_'.:.!-, ------------~---------~- ·, . .LI 1{(~1,t BY: ~~<">c::.::- iNSPECT~ ~Ai;ECTED: ~.h? APPROVED ~ DISAPPROVED. INSPECTED DATE ~· BY: INSPECTED: APPROVED DISAPPROVED ·~ INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED • COMMENTS: ----~-----------------,-,---~~~~----~~ Rev. 1/86 WHITE: Suspense BLUE: Water District GREEN: Engineering CANARY: Utilities PINK: Planning GOLD: Fire. ~i:~ --·~ SOUTHERN CALIFORNIA BOIL AND TESTING, INC. 62B0 RIVERDALE STREET, P.O. BOX 20627, SAN OIEGO. CALIFORNIA 92120 (619) 280-4321 . . 165 WEST ORANGETHORPE, PLACENTIA. CALIFORNJA 92B70 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNIA 92260 (61·9) 346-107B 67B ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (S 19) 746-4544 REPORT OF COMPRESSION TE-ilTB FILE NUMBER: 8421203 CATE: September 22, 1986 Joe: Jefferson 12 Apts 00 CONCRETE 0 MORTAR OGROUT OGUNITE AooREss, 2659 Jefferson, Carlsbad OWNER: ARCHITECT: D ENGINEER: CONTRACTOR: California Builders LocAT10N 1N sTRucTuRE, Southwest Corner of Bui 1 ding CEMENT: Escondido Ready Mix AoM1xTuRE: Pozz sANo: Escondido Ready Mix RocK: Escondido Ready Mix Mix No. oR PR0PoRT10Ns: 15 6. 5 Sack TIME 1N MIXER, M1NuTEs: 1 Hour 12 Min. SLUMP, INCHES: 4 1/2 FABRICATED BY: JC-SCS&T TRUCK ND: B35 LABORATORY NO: MARK: DATE MADE: DATE RECEIVED: DATE TESTED: DIAMETER, INCHES: AREA, SG. INCHES: MAXIMUM LOAO, LBS.: COMPRESSIVE STA., PSI: AGE T,ESTED, DAYS: RECil 'D ·PSI AT 2B DAYS : UNIT WT/cu FT (PLASTIC): 1177 9-15-86 9-16-86 9-22--86 6.00 28.27 78,700 2,780 7 3;000 DISTRIBUTION: (4) Mr. Robert Lewis 1178 (2) Coulter Winn Architect (1) SCS.&T, Escondido TICKET NO: 525040 1179 ~ !lllai--11:.1• a-- 11 m-LDV1..-i1 &;.LI OCT 61986 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA BOIL AND· TESTIN_G, INC. REVIEWED av: ~~ David~- SOUTHERN CALIFORNIA SOIL AND Tl!STIN~?Tu\id. 1986 62B0 RIVERDALE STREET, P.O. BOX 20627. SAN DIEGO. CALIFORNIA 921 20 (619) 2B0-4321 1 B5 WEST ORANGETHORPE, PLACENTIA. CALIFORNIA 92670 (714) 524-9130 74-831 VELIE WAY, PALM DESERT, CALIFORNiA 92260 (619) 348-107B 678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA B2025 (619) 746-4544 REPORT OF COMPRESSION TESTS FILE NUMBER: 8421203 CATE: September 26, 1986 JoB: Jefferson Street Apts. 0 CONCRETE 0 MORTAR d(GROUT OGUNITE AooAEss: 2659 Jefferson, Carlsbad OWNER: ARCHITECT: ENGINEER: CONTRACTOR: LOCATION IN STRUCTURE: CEMENT: ADMIXTURE: SAND: ROCK: MIX ND. OR PROPORTIONS: TIME IN MIXER, MINUTES: SLUMP, INCHES: FABRICATED BY: RB-SCS&T LABORATORY NO: MARK: OATE MADE: CATE RECEIVED: DATE TESTED: DIAMETER, INC-HES: AREA, SQ. INCHES: MAXIMUM LOAD, LBS.: COMPRESSIVE STA., PSI: AGE TESTED, CAYS: REG'O PSI AT 2B DAYS: UNIT WT/cu FT (PLASTIC): East half of North Wall Kasi er Type II Escondido Ready Mix-Vista Escondido Ready Mix-Vista 6 7 Sack 65 1386 9-19-86 9-22-86 9-26-86 9.00 31,600 3,510 7 2,000 TRUCK NO: 1387 SB 89 DISTRIBUTION: (4) Robert Lewis/Jefferson Street ( 1 2) Coulter Winn Architect ( ) SCS&T, Escondido D TICKET NO: 115817 1388 OCT 61986 CITY OF CARLSBAD Building Department SOUTHERN CALIFORNIA SOIL AND TES.TING, INC. ~·:1~,€ __ _ ~~-C. E. #26815 I __J DAILY -wo-RK REPORT .DATE 1-1 r;-&Co WEATHER . TE'.ST -ELEVATION DRY PERCENT MAXIMUM RELATIVE NO. _LOCATION OR DEPTH DENSITY MOISTURE DENSITY c~·....... 1N ,... -~ I IC Pr ; ... . ' -~· .. ' ~-., ' .. .' ,· ( .. ·, -COMMENTS: -.-' .. t--..c;~;;,..i.1~--r--M· Ci()=~f"-f.'Mtl..a.J!.!4.{,t!,!;.)IA-1,;u~~w.:::;ini.,,o__..l':,.l.....o:,... lA--i-tuJ:.s:::,_F-~,?,r,,,;;zi..,t I!:::::..&..;?.._~ l"'J0--4-'Di=-?.JA:;;ll::-~5:~+='"":..__!t.lf.i.1,.,~J.rl~t <'.,;:~:-n....l...~IE:.:!C:t1,f\~l~U.A.:::n-~..L....!LI/F~-------1 ,, -4,...-i1-1 .£. • -Gk.= Jnt )~ Jll'JA-r-r Fh \ <"''''ll" L · ..A-.O ~ pJ n, l1<-' ~, d 1 /k J <Sv, · ;: , ;;;:,, FFJR ";·' -1 L • .......__ • ,\ ..,._ I"\ ,.... ---\ • 1 \ , -r~ -:;;;;,t)f"'.>'i")?\.D_=-r-r == , , ~ n1t' C'\>.Jr1~(") -I 1 , JLY-. ·,1 t.JA-1 1 <!!' .t~w; -. . --WI\. . .A _.,, F'at.:J ,J, ..__~. ' • 1 . "' ' I -"' J t ... -..... * fl I • I I\, Y. L.A 1~ ( u. ~-s.:-r ~--J\~~ ~ -------' ___ )_' _1 __ _____.-~ s~ /3di/Mltia Sod ad7e4lu9. 'l1te .. 280-4321 .. -------------------___..._ _______________ _. WINN & CUTRI ARCHITECTS May 13, 1987 Robert Lewis c/o California Builders P.O. Box 142 Carlsbad, CA 9Z008 VED MAY 181987 C of CARLSBAD BUILDING DEPT. Re: Jefferson 12 Apartments -Job No. 8414 s·Tc Rating of :Revised Floor Assembly Dear Bob: This letter is in response to your request for a ~evised STC Rating· of the Second Floor Assembly of the above project to determine if resilient channels were still required for sound transmissi0n control between the second and first floor units. The 1.5 inch lightweight concrete slab used on the second floor will aid ·significantly in reducing noise transmission through the floor. The lightweight concrete used for the floor has been approved for sound transmission control by an I.C.B.O. report. These reports are proprietary by nature and will identify a product by manufacturer. For example, Elastocell concrete has an I.C.B.O. number of 1381. The report states that the concrete is an acceptable replacement for furring·channels on the condition that the concrete placement is done by· installers who have been factory trained by the manufacturer. Thus the·use of 1.5 inch Elastocell Lightweight Concrete allows the· ·elimination of all furring channels used for drywall support at the ceilings ·throughout the project. RECEIVED Winn & MAY 151987 l- CITY OF CARLSBAD Building Department 1847 India Street San Diego, California 92101 (619) 234-5164 ·i;i~,., t, -·-~,i RECEIVED '-. 7 :;:) .·· (!af//oen/a 8#/faee~· AUGi*1987 4½,..., ~ Carlsb:~?c~l~f~~~i~ 92008 cm OF CARLSBAD 434-3125 Building Department August 21, 1987 City of Carlsbad Inspections Department 1200 Elm Street Carlsbad, CA 92008 ATTN: Tony Mata RE: 2659 Jefferson St. -Carlpbad Tony, Per our conversation today, we agree to install a fully louvered door in the laundry room, prior to occupancy. Contractor CFR/rnrn ,,, C CCJA.lt!. Bl.CK. ~6-T'. WA-l.L JOSEPH K. LUKOSKI, R.C.E. 2706 VIA ROBERTO CARLSBAD, CA 92008 (619) 729-4340 ta:~ ~ ~ 'I-Uu,~ CL7,4-~~qb -NAAJLJIC"1-P l'Jec~/1/L-l'TY --------···--·------- ---gL.PG. Jt2- -~ 'Fl L-1.. t WM·'-: ~ t,O;Sfs r-o~ ~Oi?l71orJfr<...- f'lu_ 4 IU::Tf\,tJrtvlr Wr4-LL l qo C..'I. =-j-1444 00 I ~5 s.c. t="r. == 1'12.1 -fo,-14L- -"" l' $ 3&~ ,4/JI) 1-r, lf'N'l'h:-. PI L-L A-A/YJ· pr /l-E77J-f /V7Nt:, ff/A-LL lt.LbrTLATIIIIV- tf!!__ 2b?9 /l!=P~E,e.ltPN J:,-• ~~ w ~ w--1 ~~ ~;t ~ ~ ~ 0\--• f', ~ \8 i \t . Ali' s~ ~ ~ \) ~ ~ C! n ~ ~ '~-~11 f'rr-L, ~ -... ' 'i ~ I'--I' ~ \'-l'-i ~ \b ~ 14 ii b ~ 'I ~ ~ ' ll1 ~"' t7 =-1 ~ '-0 ~~ ,. ~ Vl ~ • ~ ~ j nx ~ VIKING ELECTRIC LIC. 467794 A UNIT 1 3000W HEATER 2 1500W HEATER 1 DISHWASHER LOAD CALCULATIONS FOR JEFFERSON 12 5 APPL. RECEPTACLE@ 6.25AMP/EA GENERAL LIGHTING & RECEPTACLE 3W X 952 1 TOTALS B UNIT 1 3000W HEATER 1 1500W HEATER 1 DISHWASHER 4 APPL. RECEPTACLE@ 6.25AMP/EA GENERAL LIGHTINQ & RECEPTACLE 3W X 600 1 TOTALS C UNIT 1 3000W HEATER 1 1500W HEATER 1 DISHWASHER 4 GENERAL LIGHTING 3-W X 560 1 TOTALS 11 12.5A 8.6A POST OFFICE BOX 6213 OCEANSIDE, CALIFORNIA 92056 (619) 940-9400 RECEIVED APR·l S 1987 wmn & Gutn Arcnm~cts RECEIVED ~PR 221981 12 . . CARLSBAD C\1'<, ~! c services 1P~K'l1.rro · 31.25A 23.8A 44.9AMP 43.85AMP 12.5A 6.3A 8.6A 25.A II II / HOUSE 11 12 2 WASHERS 20.A 2 DRYERS (GAS) 12.A ,1 3.5HP PUMP SPA 17 .A . 17.A LIGHTING 9.A TOTALS 37.A 38.A 4 . . :i- • . .. POOR . · · .QUALITY }-· f: ~ . i' .. .! • . . · ·. O·RIGINAL S . ' .. . . •.. 4 - Series SL a high performance, turbofan forced air heater nt_MENS!ONS: Orillc-16-3/4" W x 12-718" .,, ----------- -· -· -"I, _, - ' ' 11r11-\1 \1,.11 ~ • ,' > CONTEMPORARY STYLING: Low profile gril!e in neutral beige. Attractive louvers hide internal mechanism from normal view. LOW NOISE LEVEL: Turbofan reduces air tur- bulence to maintain lower noise level. SAFE: The SL operates at the "Black Heat" level. Thermal overload protected with manual reset back-up control·. EFFICIENT: Dual warm air exhausts provide even distribution of heat at the "Living Zone." CONTROLS: Adjustable automatic quick-action ther- mostat control. INSTALLATION: The flush wall box mounts between standard studs on 16" centers. Adapts to either plaster or dry wall construction. Adapts to either top or bottom wiring. Requires only 6" side clearance from adjoining wall, drapes, etc. Surface wall box also available . SPECIFICATIONS: Control Volts Amps Watts · BTU · Thermostat 120 12.5 1500 5118 Thermostat f 240 6.3 1500 5118 l 208 5.41 1125 3838. Thermostat f 240 . 8.0 . 1900 6482 l 208 6.9 1420 4845 f 240 12.5 3000 10236 l 208 10.81 2250 7677 IY l ... } \ ' J ~/ ti.E Molded Case Circuit Break8rs ,./; EQ® 125 A Frame-OP Plug-in /· ~,., I Complete Breaker Unenclosed Breaker Ampere Catalog List UL tnterrupting Ratings (kA) (RMS Symmetrical Amperes) Volts AC Volts DC Type Rating Number Price 120 120/240 240 277 480 600 125 250 QP 1·Pole 120/240 VAC ® QP 2•Pole 120/240 VAC Common Trip @ 15©©© Q115 $ 10.60 20©@© 0120 10.60 25® 0125 10.60 30® 0130 10.60 35© 0135 10.60 Non-Interchangeable 40® 0140 10:60 45©. 0145 10.60 Trip 50© 0150 10.60 55® 0155 10.60 · 60® 0160 10.60 70 0170 23.00 SHIPPING: 6 per carton. 90 per master carton. (Wt. 26 lbs.) 15® 0215 24.00 20® 0220 24.00 25® 0225 24.00 30@ 0230 24.00 35@ 0235 24.00 40® 0240 24.00 45® 0245 24.00 50® 0250 24.00 60© 0260 24.oo Non-Interchangeable 70 0270 50.00 Trip 80 90 100 110 125 0280 0290 02100 02110 02125 68.00 68.00 68.00 144.00 144.00 60 Molded Case 0260s 15.50 Switch@ :;' 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10 10· 10 10 SHIPPING: 3 per carton; 15-70 Amp, 45 per master carton (Wt. 29 lbs.). 80-12~ Amp, 45 per master carton (Wt. 29 lbs.) QP 15 .0215R 68.00 10 20 0220R 68.00 10 30 Q230R 68,00 10 40 024oR 68,00 Non-Interchangeable 1 O 2-Pole 240V AC Common Trip @ 50 0250R 68.00 Trip 10 60 0260R 68.00 1-------1----1-1_0--1---1---1---1---1---4 70 0270R 77.00 10 _ 100 02100R . 109.00 10 SHIPPING: 3 per carton, 15-70 Amp, 45 per master carton (Wt. 29 lbs). 100 Amp, 3 per carton. 42 per master carton (Wt. 26 lbs). QP 3-Pole 240V AC Common Trip © 15® 0315 . 80.00 10 20© 0320 80.00 10 25® 0325 80.00 10 30® 0330 80.00 10 35® 0335 80.00 10 40® 0340 80.00 10 45® 0345 80.00 Non-Interchangeable 10 50® 0350 80.00 Trip 10 60® 0360 80.00 __ _,_ ___ ,_1_0 ___________ _ 70 0370 105.00 10 1----1-------1----+---+----1---+---I 80 0380 10 90 0390 · . 10 100 03100 10 , 10() Ainp, 2 per carton. 30 per master carton (Wt. 29 lbs). © UL listed for frequent switching applicaiions (SWO duty). @ HACR rated. • @ Non-automatic circuit.interrupter. © For high wattage, tungsten-lamp loads having in-rush curr )rip setting of the standard breaker, add "T" suffix to c @. For 400 cycle UL listed devices, add a"":(" suffix to cat Available up to IO0A only, 5000A interrupting rating. IMPORTANT INFORMATION OP Plug-in pricing consists of: 1-Pole OP DISCOUNT SCHEDULE E f· ·1 I I t . 1 1 l ~' .., / 'I" · ;-tE EQ® Load Centers .... /2 . . ' . /,Vlain Lugs with Alum·inum Bus / (Rated for 65,000A IC Maximum Systems)® ., .---------------, I-T-E EQ® Ill Load Centers with mi;iin lugs feature a combination trim boxed in one package. • The trim fits both surface and flush mounting applications saving money and space. • Interiors offer removal in seconds. • Single phase or three phase. • One piece bus b~r construction. Designed for use only with 1-T-E circuit breakers. UL listed. • Exclusive split neutral. • Main lugs and neutral on same plane, same drive. • Simple upper pan adjustment after trim is installed. • UL listed for 60/75"C conductors. See equipment markings for applications. • Meets 1984 NEC wire bending requirement, section 373-6. 2-16 CIRCUITS, 40-125 AMPERES BRANCH ClljCUITS INDOOR ENCLOSURE-TYPE 1, -Catalog Number Ship. Max.-1-Pole OP Add Suffix Wt. Dimensions (lnchea) EOIII Main Lug Load Center without Trim OUTDOOR ENCLOSURE-TYPE 3R Ship. Dimension, Wt. (Inches) Ampere Spaces I circuit~ Max. S-Surface LlIt Std. Lb/Std. Height I Width I Depth Catalog List Sid. Lb/Sid. Height I Width IDepth Rating 2·Poles F°Flu1h Price Pkg, Pkg. Number· Price. Pkg. Pkg. 1 PHASE, 3 WIRE SN 120 / 240 VOL TS AC 40 2 4 1 E0204ML 1040© $21,0D 5 16 7 ,5 31/11 -------- 60 2 4 1 E02D4ML 1060 23.DD 5 16 7 5 3111. W0204ML 1060 $42.50 5 18 8 ·5 4¼ 125 4 8 2 E0408ML 1125@@ 25.00 5 30 12¾ 6¾ 3½ W0408ML 1125@@ 46.00 5 34 12¼ 6 4¼ 125 6 12 3 E0612ML112s@ 27.00 1 12 14¼ 121/e 33/, W0612ML1125© 48.00 1 13 14¼ 12Y, 4¼ 125 8 16 4 E0816ML1125© 43.50 t 12 14¾ 12¼ 3¼ W0816ML1125@ _ 78.00 1 13 14¼ 121/1 4Y• Suitable for use as service entrance equipment when not more than six main disconnecting means are provided. Check local codes and restrictions. 12-42 CIRCUITS, 125-225 AMPERES BRANCH CIRCUITS INDOOR ENCLO!,URE-TYP!, 1 Max.-1-Pole Complete A11e_mbly Spa~es I Circuits -I . Ampere . Max. · Catalog List Rating 2'.Poles Number© Price 1 PHASE, 3 WIRE SN 125 12 24 6 G1224ML1125@@ $72.00 125 16 24 8 G1624ML1125© 94,00 150 12 24 6 G1224ML115o@@ 105.00 150 20 30 10 G2030ML 1150@ 133.00 . 200 12 24 6 G1224ML 120o@@ 117.00 200 20 40 10 G2040ML120o@ 163.00 200 24 40 12 G2440ML120o@ 171.00 200 30 40 15 G3040ML 1200@ 183.00 1 PHASE, 3 WIRE SN-FULL SIZE "BREAKERS ONLY 125 12 12 6 Gf212ML1125@© 125 16 16 8 G1616ML 1125© 125 ·20 · 20 10 · G2020ML 1125@ 200 .'30 30 14 G3030ML120o@. 200 40 40· 20 G4040ML120o@ 225 42--42 21 G4242ML 1225@ 3 PHASE, 3 WIRE, 240 VOtT AC-OR-3.PHASE~ 4 W 125' 12' 24 6 150 18 36 9 150 24 42 12 200 12 24 6 200 •'24 42 12 200 30 42 15 200' 42 42 20 0 indoor enclosures ar~ 145/11· wide by 315/ie• deep. ® Outdoor enclosures are 14 ¼ • wide by 4 ¼ • deep. G1224ML3125@ G1836ML315o@ '163:00 G2442ML3150 196.00 G1224ML320o@ 159.00 G2442M,L3200 219.00 G3042ML3200 232:00 G4242ML3200 296.00, @ Suitable for· use as service entrance equipment when not more than six ,main disconnecting means are provided. --· · · © For no additional charge complete assembly can·also be ordered with surface trim by adcling suffix "S" 10· catalog number. You will receive complete assembly and trim with turn-down flange on sides only. Top and b11ttom are open. Consult local, I-T-E sale's office for delivery. ·100 I ShlpWt. I Lb/Std. Pkg. or 1 22 20 20 23 OUTDOOR ENCLOSURE-TYPE 3R Complete Assembly Enclosure I I Ship Wt. I Enclosure Height© Catalog List Lb/Std. Height© (Inches) Number Price Pkg. of 1 (Inches) 120/240 VOLTS AC W1224ML1125@© $118.00 25 19 W1624ML 1125© 144.00 30 22 140.00 27 22 183.00 28 25 27 25 32 28 34 31 38 34 25 19 30 22 28 25 34 37 40 DISCOUNT SCHEDULE B •• I (l ' . r I ESGIL CORPORATION . 9320 CHESAPEAKE DR., SUiTE 208 SAN DIEGO, CA 92123 (619) S<>O· 14-68 DATE: aAppr ~CANT V ~URI:SDICTION JURISDICTION: C Yh'Z..L.'$·,S)q.l) 0 PLAN CHECKER OFILE COPY PLAN CHECK NO: 8Co -l C.o { -JI._ QUPS PROJECT ADDRESS: 2 C., '5'9 ::frg:~C:!::::7.2.$,HJ D DESIGNER PROJECT NAME: D D D D 0 IJ D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's bullding codes. The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficien-cies identified ______________ are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction's copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant's copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. The applicant's copy of the check list has been sent to: Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: Telephone# ---------REMARKS: ____________ ..__ _____________ _ BY:~~ ~~~v ENCL : 'f'uA·'-1..S ESG¥ CORPORATION I~ / '- ·• fl. ,,fl. ,. __ ESGIL CORPORATION 9320 CHESAPEAKE DR .• SUITE 208 SAN DIEGO, CA 92123 (619) 5(i0-1468 DATE: ~PPLICA~* PRISDI :@:1> JURISDICTION: C,A-r-2. L.~B A Q' D PLAN CHECKER D FILE COPY OUPS PLAN CHECK NO: 8->(p -\ (pl -I: ODESIGNER PROJECT ADDRESS: '2..C>~ J"sF"£?:t9\''2..!S.o N PROJECT NAME: 0 D D D The plans transmitted herewith have been corrected where necessary, and substantially comply with the jurisdiction's building codes. The plans transmitted herewith will substantially comply with the jurisdiction 1 s building codes when minor deficien- cies identified---------------'---are resolved and checked by building department staff. The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. The check list transmitted herewith is the jurisdiction1s copy for your information. The plans are being held at Esgil Corp. until corrected plans are submitted for recheck. The applicant1s copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. fl The applicant's copy of the check list has been sent to: _c \-\'Pt ~U=~ Rov.Jt.a '3\3~ \2.0D~l.:f.'\)1$}.,r -5.,-., 0 Esgil staff did not advise the applicant contact person that plan check has been completed. Esgil staff did advise applicant that the plan check has been completed. Person contacted: Date contacted: _________ Telephone# _____ ___._ __ _ REMARKS: _________ -_________________ _ BY: ~\w\ G\L.SttlA-'!-.! ESGIL CORPORATION ENCL: c.~12\'2., I_.,~~ .SQt, &lll..~.S L1:&1. 'Dolo lY\ \:'f\.iT'frn D l--! ti~ 'M DEPARl'.MEll't OF lDJSDG A11D <XINJllllY DKVELOPMD.r HAIU)ICAPPED ACCESSIBILll!/ADAF.rABILin' RmOI.AnONS FOR PRIVAm.Y FOIIDID APAR:llml? 1RJill>Ia.S 1U.tALJ1E FIVE <m IDlE LIVIltG 1JllllS IR nlE APARIMm BOill>DK;(S).* FOREil>RD: "'Apartment building is one containing three or more dweliing units; townhouses not having all living elements on the ·accessible floor i.e., bath, kitchen, living, sleeping, are exempt, as are condominiums and co-operatives. All nonexempt units must be accessible unles~ they qualify for the following exceptions: EXCEPTION NO. 1: When public sidewalks, easements or other paths of travel fronting a building, in which is located a "primary entrance11 , as defined under subsection 2-147 (k), has a slope of greater than fifteen percent gradient (1 in 6,67) the provisions of this section need not apply. EXCEPTION NO. 2: When a primary entrance is above or below grade and the first dwelling unit nearest to grade of living acco111DOdations consisting of five or more units per building, is effectively a story six feet above or four feet below grade, the provisions of this secion need not apply unless such dwelling unit is accessi~le by means of an elevator, ramp or lift to and from a primary entrance. EXCEPTION NO. 3: If at least $748,00 per accessible unit has been expended to make certain units has been expended to make certain units fully or partially comply with the requir~ents, no additional expenditure is :i;-equired, Q If all accessible units do not fully /~ly with the Title 24 access requirements complete the enclosed form labeled: "Documentation of Adaptability/Accessibility Compliance for Apartment Buildings, 11 including the itemized breakdown of those additional project costs· incurred to provide those items required to satisfy mandated Title 24 accessibility requirements. (409} Provide notes, or details as appropriate, /to'show that access features being provided comply with the technical requirements described on the enclosed 11Title 24: Disabled Access Regulations-Apartment Check List". ~ Provide graphic or tabular data on the ~le Sheet of the plans identifying all dwelling units within the apartment buildings, the accessible units tr.at will fully comply; those accessible units that will partially comply and the access features comprising the partial compliance, those accessible units that will have no complying features, and those units considered to be exempt or excluded by the exceptions, and the basis for the exemption or exclusion. ~ Please see additional corrections, or remarks, on the following page. . I I \\) , 25 2/21/.86 The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake Drive, Suite 208; San Diego, california 92123; telephone number of 619/560-1468, to perform the plan check for your project. If you have any questions regarding these plan check items, please contact ___________ _ at Esgil Corpora~ion. Thank you. Enclosures: j W \ \_, <-frC.. \-\ I BJ t;; C..b VY\ yt-r-PrtVC.. ( =F • 0Y) C,.ta ¼Ou U ~ 1 a t;r o N ttA:12t=; \Y'i t.o)?.. :fOa.,'ffll.,::a--o 'n+:G $e'\..-1;;""?..T1;s..Y) 1<ec:>(J\a.e ~-v,eur..s 01,J ::t:H::::E: ?i--A:'<') t£ , 26 2/21/86 ~\J\<:., \..(OU- TITLE 24:_ DISABLED ACCESS REGULATIONS APARTMENT CHECK LIST AT EACH CIRCLED ITEMr NOTE THE PLAN SHEET THAT SHOWS THE CORRECTION. A. GENERAL (SEC. 2-1213 &: 2-105(b)9 I. An-essibili1y/adaptahility rC"quirements for 1he physi- <·ally hamlkapped shall apply to all apamnt'llt hou,t's rn_ncaining (5) or mor<' units. Ex,·eptions are rnndo- miniums, co-ops, town homes, and units with a path-of trawl to the primary entrance exrt't'ding a 15% slope. 2. Regulations require an expenditure of .S ____ _ per unit for _______ units for this projen. 3. Regulations are applicable when the primary entrance is less than ( 6) feet above grade or less· L11an ( 4) feet below grade. B. WALKS AND SIDEWALKS (SEC. 2-3323) I. Walks and sidewalks shall have a rnntinuous common surface, not interrupted by steps or by abrupt changes in le\"elexceeding ½, inch, and shall be a minimum of 48 incht's in width. 2. Surf;iu•s with a slope of less than 6 percent gradient shall be at least as slip-resistant as that described as a medium salted finish. 3. Surfaces with a slope of 6 percent gradient or greater shall be slip-resistant. 4. Surface cross slopes shall not exceed ~. inch per foot. 5. Walks, sidewalks and pedestrian ways shall be Cree of gratings whenever possible. For gratings located.in the surface of any of tqese areas, grid openings in gratings shall be limited to½ inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 6% it shall comply with the provisions for Pedestrian Ramps. 7. Abrupt changes in1evel along any accessible route shall not exceed½ inch. When changes in level do occur, they shall be beveled with a slope no greater than 1:2 except that level changes not exceeding!' inch may be vertical. When changes in levels greater than½ inch are necessary they shall comply with the requirements for curb ramps. 8. Walks shall be provided with a level area not less than 60 inches by 60 inches at a door or gate that swings toward the walk, and not less than 60 inches by 60 -inches when the door swings onto the landing, and not less than 48 inches wide by 44 inches deep at a door or gate that swings away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or g-.ite that swings toward the walk. 9. All walks with continuous gradients shall have level areas at l!!ast 5 feet in length at intervals of at least every 400 feet. C. HAZARDS (SEC. 2-3324) I. Warning curbs. Abrupt changes in level. except between a walk or sidewalk and an adjacent street or driveway. exceeding 4 inches in a vertkal dimensio1i. such as a1 planters or founH1ins localed in or adjacent to walks, sidewalks, or other pedestrian way~. shall be identified by curb~ proj_ening at leas! 6 indtes in height above the walk or sidewalk surface to warn the blind of a potential drop of£. When a guardrail or hal)drail is provided, no curb is required when a guidrrail is provided <"entered 3 ind1es(plus or minu.f 011e i11chJabove the surface or the walk or sidewalk; the walk is 5 percent or less gradient or no adjal't'nt halard t'xists. 2. Ov<'rhanging Obstrui:lions: Any ob~trunions that overhangs a pedl'strian\ way shall be a minimum of 80 in,·hes above the walking ~urfa< t' a~ mt·asurcd from the bonom of the ohsuurtion. D. RAMPS (SEC. 2-3306) . I. The ~lope 0£ a ramp ~hall not ex, l'cd I in 12. 2. The top landings on a ramp must be at lt'ast 60 inl'he~ in depth. 3. Ha diior swings onto a 1<>p landing the landing dt·pth shall lw· not lt·ss than 12 inl'hl's pl us the width of tht' door. 4. The top landing ,hall have a :width not less than it~ d<'pth. 5. i'he top landing shall extend 1101 le,s t~an '.?-I inches beyond the strike sidt• of the door at extenor ramps and 18 ind11·s at intt>rior ramps. 6. The bottom landing shall be not less than 72 in<"hes deep. . 7. lntt•rmediate landings shall be provtdt'd al turns and wlwm•ver the changt' in lt•vel exn·eds 30 ind1t's. 8. lntenm·<liate landing on straight ramps shall have a depth of not less tha0n 5'-0". Intermediate landings on ramps that turn greall'r than 30 degrees shall bt• not lt•ss than 6 £t't't in dt'pth. 9. Ramps shall be not less than •I feet widt•. 10. Ramps serving a primary entranct' £or an ocrnpalll load of 300 or more shall be not less than .'i £eel widt•. 11. Handrails shall be pl.11"edon ea<"h sidt'of each ramp and shall exu•ml 12 inches bt·y1md the 1<>p and bottom of the rnmp and 30 • 34 inl'hes high. 12. Surfaces of ramps shall be slip resistant. E. STAIRWAYS (SEC. 2-3305) I. Stairway treads must be slip-resistant with smooth, rounded or beveled edges, and no abrupt edges at the nose. The upper approach to a stairway and all stairway treads outside a building are 10 be marked by a strip of clearly contrasting color, at least 2 inches wide (a painted strip is acceptable). The strip is to be placed parallel to and not more than one inch from the nose of the step or landing. The strip material must be al leastas slip-resistant as the other stair treads. 2-3305(r}(s) 2. The nosing should not project more than I½ inches past the face of the.riser below. and the risers shou Id be solid enough to prevent objects larger than ll inch from passing through them. 2-330!i(s} . . 3. Stairways must have handrails on both sides. Pnvate stairways 30 inches or less in height may have handrails oil one side only. 2-3305(j} 4. Stairways serving one dwelling unit in an apartment house are allowed to have only one handrail; but if the stairway is open on one or both sides, handrails are 10 be provided on the open side(s). 2-3305(j) 5. Other stairways must have handrails on both sides. A stairway more than 88 inches ·wide must have at least one intermediate handrail for each 88 inches of required width. Intermediate handrails shall be spaced at approximately equal intervals along the emire length of the stairway. 2-3305(j) 6. Handrails must be continuous for the full length of the stairway. The handrail· must be 30 to 34 inches above the nosing of tne treads, and extend at least 12 inches beyond the top nosing and 12 inches plus the tread width beyond the bottom nosing. The handrail must be returned or end in newel posisor safety terminals. If the extension of the handrail in the direction of the stair run creates a hazard, the extension must be made at right angles to the face of the returi:iing wall. Where the stairs are continuous from landmg 10 landing, the inner rail must be continuous, but need not extend into the landing. Handrails projecting from a wall are to be at least I½ inches from tlw wall. The rail's handgri p must be between l'I to 2 inches wide, or the ,hape must supply an equivalent smooth gripping surface with no sharp corners. 2-3305(j) F. ENTRY WAYS I. Appli<·ahle prima1y ('ntrames to buildings are to be accc~~ihlt• to the phy~ic-ally handirnpped. If the primary entra1u-es art· not l1t•ing u~ed by the di~abled or their u~e is restric11·d, the t•ntra'nn·, which are being subs1it111ed mu,t be madt' ane.siblt• 10 and usable by the phy~ically handi<-appcd. 2-3301(111) 2. Every prima1y ("lltrann• and individual living acrnm• modation ~hall have a door buuer, bell, chime or equivalent. 2-1213(b) 102285 APARTMENT CHECK LIST DISABLED ACCESS REGULATIONS F. ENTRY WAYS (CONTINUED) 3. Ret:t'sst·d doormats must he allequa1l'ly anchored 10 prevent in1rrft•rt•nre with wlwekhair traffic. 2:330J(m) 4. Every required t'Xit rnus1 he large enough to permit a door al lt•aol three frt·t wide and six feet, eight· inches high. Exit di,ors ohall opt·n at l("JSl 90 degrees, and pro\·idt· a dear width of al lt•ast 32 inches. 2·3303(e) 5. The floor or landing shall bt• no more than !i i!)ch lower than the doorway thrt·shold. Changes in levt'l between \i ind1 and': i11d1 must be beveled, with a slope no greater 1h:111 so•;,, :\ ramp must be provided if the change in level is grrater than !¼ ind1. 2-3306(i) 6. A level. dear art'a is 10 be created on each side of an exit door. The area should be al least 60 inches in the direc• tion of the door swing. and +I inches in the opp<1sile direction of tlwdoor swing. as measured at.right angles 10 the door in .its dosed position. 2-3303(i) 7. The width of this level area must extend 24 inches past the sirike edgr of the door for the exterior door, and 18 inches past the strike cdgr for interior doors. 2-3303(i) 8. In individual apanmt•nt house units, the level area must be -H inches long, both in the direction, and opposite tht' direction, of the door swing. as measured at right angles 10 the plane of the door in its closed position. 2-3303(i) . 9. In apartments. private g-.irages and sheds. where a door opens over a landing, the landing should be as long as the door width. Screen doors and storm doors may swing over stairs. The. landing. doesn't have to be as long as the screen doors and s(orm doors, but should be as long as the door width. 2-33033(i) 10. The space between two consecutive door openings in a vestibule, serving other than a required exit stairway, must have at least 48 inches of clear space from any door opening into the vestibule when the door is positioned at 90 degrees from its dosed position. Doors in a·serir~ must swing either in the same direction or away from the space between the doors. 2·330l(i) 11. Exit doors must open from the inside without a key, or any special knowledge or effort. Exit doors from buildings or rooms serving 10 or fewer occupants may have a night latch, dead boll, oi' security chain, as long as the doors can still be opened from the inside without a key, special knowledge or effort. In addition, these devices are not to be mounted more than 48 inches above the floor. Manually operated edge bolts, surface· mounted flush bolls and surface bolts are prohibited. When exit doors are used in pairs and automatic flush bolts are used, the door leaf with the flush boll must have no doorknob or surface-mounted hardware. The unlatching of any leaf must not require more than one operation. 2-3303(c) 12. Hand activated door opening hardware is to be between 30 and 44 inches above the floor. Latchiqg and Jocking doors that are hand activated. and in a path of travel sh<?uld_ have lever type h;irdware, panic bars, push-pull acuvaung.bars, or other hardware that provides passage without grasping the hardware. Doors to individual units musi operate similarly, except that when the bolt and unlatching operation is performed with a key-from ihe corridor or exterior side of the door, large·bow keys (2 inch full bow or l¼ inch half bow) must be provided instead of lever type hardware on the corridor side. Separate dead lock activation on the room side-of cor- ridor doors must have a lever handle or large thumb turn in an easily reached location. 2-3303(c) 13. ~xil doorhardw:ire needs to be an approved type tested m accordance with the procedures established by State Fire Marshal Standards 33.2 and 33.3. 2-3303(1) 14. Maximum effort 10 operate doors must not exceed 8.5 pounds for exterior doors and 5 pou.nds for interior doors. This maximum effort is measured as the amount of push or pull applied at righ~ a~gles 10 hinged doors, and al the cemer plane of shdmg or folding doors. Compensating devices or automatic door openers may be used 10 meet tlu~st' standards. When fire doors ar,. required, the maxmum effort l<> operate the door mJy he increased up l<> l.'i pounds. 2-3303(1) 15. The bouom 10 inches of all doors. except automatic and sliding doors, mml have a smooth, uninterrupted surface lo al low the door to he opened by a wheelchair footres~ without catching on or trapping the wheel- chair. 2-3303(m) PAGE 2 C. CORRIDORS 1. Every corridor serving 10 or more occupants must be al least 44 inches wide. All corridors within apartmem house units are lO be at least 36 inches wide. 2·:l304(b) 2. Corridors over 200 feel long require: 2-331.'~::;; (a) A minimum clear width of 60 inches; or (b) At a central location. a wheelchair lllrning or pass· ing alcove that is at least 60 inches by 60 inches: or (c) At a central location, an intervening cross or tee corridor, al least 14 inches wide; or (d) A door at a central location. H. INSIDE THE APARTMENT UNIT -GENERAL 1 •. Every entry, opening or passage door of the apartment must have a minimum clear opening of 32 inches when the door is in a fully open position. 2·1213(a) 2. Switches: The center of the grip of the operating han• die of switches used to control lighting and receptable outlets, appliances, or cooling, heating, and ventilat• ing equipment must be between three and four feet above the floor. 3-380-i 3. Electrical Outlets: The center of 15·, 20-, and 30- ampere electrical outlets must be installed at least 12 inches above the floor. This requirement does not apply to electrical outlets installed as a part of permanently installed baseboard heaters, outlets required in areas adjacent to sliding panels or walls, or other electrical- convenience floor outlets. The requirement als,> does- not apply to baseboard electrical outlrts used in mov- able partitions, or in walls with windows. 3-2I0-25. L KITCHENS (2-1212(b) I. The design and construction of all U-shaped kitchens must provide a minimum clear space of 60 inches between cabinet fronts, counters, or walls. A minimum clear space of 48 inches is required for all other kitchen designs. 2. Counter tops at least 30 inches need to be provided for the kitchen sink. At least 30 inches shall be provided for a work space. Both the sink and work space coumer areas shall be designed lo enable repositioning to a minimum height of 28 inches. The sink and work sur- face counter areas may be a single integral unit or separate components. · 3. Cabinets located directly under sink and work area counters designed for repositioning must be removable to accommodate wheelchair clearance. 4. The sides and back of adjacent cabinets, which may become exposed to moisture or food handling when a countenop is lowered, are to be constructed of durable nonabsorbent materials appropriate for such uses. Install finished flooring on the floor beneath such countenop. . 5. Stone,. cultured stone, and tiled countertops may be used without meeting these repositioning requirements. 6. Lower shelving and/or drawer space must be provided at a height of no more·than 48 inches. J. BATHROOMS (2-1213, 2-1711, and 5•1504) I. Bathroom entrance doorways need an 18 inch cle-.ir space from the side ofthedoor's latch edge on the swing side. 2. At least 48 inches along the side of a bathtub or bathtub- shower is needed for maneuvering a wheelchair and fur transferring to and from the bathing facilities. This space may include the maneuverable area under the lavatory. 3. T~e toilet can be located in a space 36 inches in clear width, as long as 48 im:hes of clear space is provided in front of the toilet. Space may include maneuverable space under a sii:k designed so as not to impede access. Doors must not mfringe on these clearances. 4. Walls within shower areas require a smooth, hard, nonabsorbent surface such as Portland cement con- ~rete, ceramic tile or other approved material. e~tend- mg up the walls at least 70 inches above the drain Materials other than structural elements used in such walls should be impervious 10 moisture. · 5. Doors and panels of shower and bathtub enclosures are to be constructed from approved shauer-resis1ant materials. GlaLing used in door~ and panels of showers and bathtubs must be fully tempered, laminated safety glass or approved plastic. APARTMENT CHECK LIST DISABLED ACCESS REGULATIONS J. BATHROOMS (CONTINUED) 6. When glass is used, it is to be at least !' inch thick when fully tempered, or !4 inch when laminated, and must pass the test requirements of UBC Standard No. 54-2. Plastic used· in doors and panels of showers and bathtub enclosures shall be shatter-resistant. Hinged shower doors f!!_ust open outward. · 7. Compartment showers must be 42 inches wide and 48 i~ches deep with an entrance opening of 36 inches. When a threshold (a recessed drop) is used, it shall bea maximum of !i inch in height and have a beveled or sloped·ang!e not exceeding 45 degrees from horizontal. ·8. The shower floor needs to slope toward the rear to a drain located within 6 inches of the rear wall. 9. A clear floor space 30 inches by 48 inches must be provided in front of a lavatory. This space is to adjoin or overlap an accessible route and shall extend into knee and toe space underneath the lavatory. JO; The lavatory must be mounted with a clearance of at least 29 inches from the floor to the bottom·of the apron with knee clearance under the front lip extending a minimum of 30 inches in width with 8 inches min- imum depth at the top.Toe clearance is the same width and must be a minimum of 9 inches from the floor and.a minimum of 17 inches deep from the front of the lavatory. ADDITIONAL COMMENTS: PAGE 3 11. Faucet controls are to be operable with one hand and require no more than 5 lbs. of force to activate. Exam- ples of acceptable designs are lever-operated and push- type controlled mechanisms. 12. Grab bars do not need to be provided. However, sup- port backing must be built in accordance with grab bar height and length requirements to allow for future installation of grab bars. 13. Support backing needs to be placed on each side, or on one side and the back of the toilet, 33 inches above and parallel to the floor. Support backing at the side shall be at least 42 inches long, with the front end 24 inches in from of the toilet. Support backing at the back must be at least 36 inches long. 14. Should the builder install grab bars, the diameter or widthofthegripping surface is to be 1!4 to l½inches, or the shape must provide an equivalent gripping surface. When grab bars are mounted adjacent to a wall, the sp.ace between the wall and the grab bars is to be I½ ind1e~. 15. The structural strength of grab b~rs, tub and shower seats, fasteners and m9untingdevices must withstand at least 250 pounds of lateral load. 16. Grab bars can not rotate within their fittings. 17. A grab bar and any wall or surface adjacent to it must be free of any sharp or abrasive elements. Edges must have a mi.nimum radius of¼ inch. ,;; ,,,. Prepared by1 ~YY) VALUATION AND PLAN C-HECK FEE o Bldg. Dept. O Esgil PLAN CHECK No. 9eo -t Cel -r C Fb 12-v'Vll:Y2.t.'-( s 4--c.. 4-,) BUILDING ADDRESS "'Z..c...329 -::lcs-Fr.::~$co N ~,-. APPLICANT/CONTACT C l-t,.::rtuzs. J?.o..VU!. PHONE NO. 4-"3 4;-;:,\ rzLS"' BUILDING OCCUPANCY {c-/, VV1 DESIGNER PHONE ------ TYPE OF CONSTRUCTION V-\ 'llr\'?. • <f 'CONTRACTOR PHONE \J-w IR/ttJll'tb BUILDING PORTION BUILDING AREA VALUATION VALUE MULTIPLIER ,_ ,,:1.. 'i 'f . .;}. '5 l. 'Pit.. 'Ou\ .I L\v 1vuCot-! .. 04-8 ~ L'·"i"'".' -..a@,~ 4:1t% ~o~- R-l V-\ \.ti~\ b ~&c:. /£TD r2, /? 09-D C:.. \4100 ::: ~Cfl~O I I J))LS. / ~T'A-1 (2.,:; q94-C. ~ '3,oo =-9. 04-(o , J¾Li i..,o (--'> 3-1-5~ \?JP:.__, ~ , ?c =:: I "'" -I 11 ..... --.> 'I :"I'\,... I~ ?1---'1.. 'f-~'2. --..A .~z ·1:; ~·ti~ qt~_,,, :rt L,v,.Nt--'Z. SS"~ e, _,utl.JLJ :: ~.,.-t:J;- (p_tq.-~ Qoo Q;, \L.oo -= 11 "Z,Oc!> (R-\' V-N J TJl<.S/ .;"'l""t=Y\0.~. I 'Z-S:-@.. ~ 00: l l '2.'5 ' . ' ....... ~50 .... .LA..-3-:-=f"C>l .' ~?=.:.--.-J • ,-a ~ ~ )~._; SS"7 'Pc.: .,. .... ... - -as,r Air Conditionin~ Commercial @ ' Residential @ .. - Res. or Comm. Fire Snrinklers Total Value Fee Adjusted To Reflect @ 0 Eriergy R&gulations (Fee x 1.1) OHandicapped Regulations (Fee x 1.065) Building Perm it Fee. $ __ -'-----------'---'--------""--------- p la n C h e ck F e e $ $ _;:;_ ____________________ ...;:;,_ ______ _ COM 11 EN TS~:----------------------------- 8/4/82 ---,-----f ~ J PLAN CHECK NUMBER [t-/t/ ADDREESS ~ / bL~fff?:{) /""2,...--t};:,,, ,4-pr---. PLANNING DATE~- SCHOOL FEES: SAN DIEGUITO ENCINITAS . . CARLSBAD ~~ . SETBACKS: FRONT ~ . SIDE SAN MARCOS ~- REAR ·, DISCRETIONARY ACTI0NS;_....i~ir,;...~--::.aP=-----"]......,(._--Af~~i'..1111,,pyi=:.;;i:.;,:§1:;l:s;;.,:...~l)L.f/-=ri.,::;.;g:.11...;/'o:;;_4: . .._ __ ...,...._ - REDEVELOPMENT PERMIT REQUIRED:_µ_. }e ________________ _ LANDSCAPE PLAN COMMENTS:...Ji21i=.e::::::::::fR::::::... __ _,._..::::&d.a.;;;;;;;;:__~,:;;.==;;__--....,.------ ENVIH0NMENTAL REQIJIRED: ... ,f ... ev'L....,;;;;;~{2 ... c ... -o_ ........ 9 .... <e ________________ _ ADDITIONAL :MMENTS: 5rl6, ~~ ( [NGINEERING . LEGAL DESCRIPT~ON VERIFIED? 'f!:f4= _,_ _ APN CHECKED?~-------- -P.F.F.:~ __ PARK-IN-LIEU QUADRANT:_fj~, FEE PER UNIT: ___ _ RIGHT-OF~WAY: ~. _ . 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'1-c;, (4"~F-=-\\G\o,. :c;.~ . . ··-·· ·· tJ-~ \l~~ z:. \1,-z.~ ~ ~xTkA.. ST~u..o 4>~ f"" ';. (l-;'L. 'j. .\,) ½:i I ~ \S'bS". -t_, t-,{~,-~( ~'2.. 1r~ 4~-~. ~w,~O~ i,_1~E.@) fiivt->-1.. WA-IA.... ~ lb' Yr-=-+o/4. JC "L7 "r;,C ¾f=-c.. 2'110~ ~~ 1}'17%. ~ Je~* -z-{§ >-~"~1P E:.A ft.<.E.. Jib ?f..lY\ E.. P/Ll..4 _sPu'$ k &1..P~ r Jo~ I ~ ~:"-'~,;; .~~·~. . l...,JE. @ Av,.,,,._ ~~ lJ~ .... -z.c:r' Yf: 1-~ ?ti.9\'i~ -=-1"2.<C\10~')( 1~0 -:-. 11q"t. I '£ o/~~ -= 4 !V-. " 2, ' )(. ~, '•o "' ·2.:2..+ o ?t~o '= ,V-=. ;t~4t,. \'2.0){ ~ 0 ~ -A Jl-°),T ov~· GP&:A-<-L (.v/.-L.L. 1-t~(.. © DI'-B>"t 1Js/b.:ri~ 0~ .. 3'+:!>~ ;. "2-0 -\4-oo+ K1:,, ~ 1 ~f.. cs~ '21'"-io'-1-c,,c;;¼,--...,;-~~o~ . . 1--' ~ i;-q4-½c.. ; 1r.:.c.--.!;;-~ 1 '=-J e ~ ",/" j~ST&~ \.1~~ ~ . \Jr,.. -:: t:¼,,. ~o )I. 'L't:>b +-si+o =-q12.~ l?e" c'.2 ~f:.- ,v-c 'l17..'Uo c. '2~",}( ~ ,.->,\Ae ,nrt(J.. J1:> September 30, 1986 City .of Carlsbad Building Department 1200 Elm Avenue Carlsbaa, CA 92008 eatt/"en1a·a111tdee4 P.O. Box 142 Carlsbad, Cafiforni~ 92008· 434.,3125 RE: Retaining wall permit #86-161-1 To Whom it may concern; Enclosed please find a soil.s report for Permit # 86-161-1. The property is located at 2659 Jefferson Street, Carlsbad. ~Sil~ Susan Hopkins RECEIVED OCT C 1986 CITY OF CARLSBAD Building Department 1 'I ,..,. " 5 0 U T H E R N C A L ·I F" 0 R N I A S O I L A N D T E S T I N G, I N C. 62B0 RIVERDALE ST. SAN DIEGO, CALIF". 92120 • TELE 2B0-4321 • P.O. sax 20627 SAN DIEGO, CALIF'. 92120 7 4 -B 3 1 VE LI E WAY PALM O ES ER T, CAL I F', 9 2 2 6 0 • TELE 3 4 6 -1 0 7 B 67B ENTERPRISE ST, ESCONOIOO, CALIF', 9202'5 • TELE 746-4S44 September 16, 198~ Mr. Robert Lewis c/o California Builders Post Office Box 142 Carlsbad, California SCS&T 8421203 Report No. 2 SUBJECT: REFERENCE: Gentlemen: tooting Bxcavation Observation, Proposed Jefferson 12 Apartments, 2659 Jefferson Street, Carlsbad, California. 1) Geotechnical Investigation, Jefferson 12 Apartments, 2~59 Jefferson Street, Carlsbad, ·California, by Southern California Soil & Testing, Inc.7 dated December 5, 1984. This letter has been prepared to confirm that we have observed the footing excavations for the proposed retaining walls located along the north, west, ~nd south property lines. Our observations .indicated that: a) The soil conditions exposed in the footing excavations do not diefer from the conditions anticipated in the preparation of the_ referenced Geotechnical ~~ort prepared for the subJect development.A EC£ IVE D OCT C 1986 CITY OF CARLSBAD Building Department SCS&T 8"421203 September 16, 19&6 Page 2 b) The footing excavations comply with the re~ommendations contained in the referenced report and all excavations are founded in a suitable bearing . stratum. A copy of the structural plans was not made available to us to determine if the depth and width of the excavations were to the dimensions required for structural support. c) All footing excavations are into compacted fill or firm natura.l ground. d) The foundation recommendations presented in the referenced Geotechnical _Investi·gation report have been complied with. If you should have any questions, please do not hesitate to contact t~is office. This opportunity .to be of professional service is sincerely appreciated. & TESTING, INC. Daniel B. #36037 DBA:DH:rr cc: (4) Submitted (1) SCS&T, Escondido May 7, 1987 ..,_ Mr~ Marty Orenyak eati/'7enia lJuitdeeJ P.O. Box 142 Carlsbad, California 92008 434-3125 Director of Community Development City of Carlsbad actual costs for the items detailed in Joe Lukoski's of 4-29-87 e: 1. Imported fill -and placement ($13,672. t~l800 c.y. x 190 c.y.) 2. Block wall ($32,216.93 11.6 sq. ft.) 3. Conqrete Curb (70 LF x $10.) 4. Pedestrian Ramps + 2768 sq. ft. X (49 ft. X 4 ft. X 2 X $2.50) $1444.00 1921.00 700.00 980.00 Subtotal $5045.00 Invoices for all items are attached. In addition, the item$ mentioned in my letter of 4-6-87' to you are: 1. Grab bar backing 2. Doors 3. Handicap Hardware 4. Extra square footage for clearances $ 60. 00 30. 00 200.00 660.00 40.00 190.00 5. Front door landings 6. Door bells (4 units) Subtotal $1,180.00 Total $6,225.00 • • • • • • • • •• • • REPORT OF FIELD OBSERVATIONS ~ RELATIVE COMPACTION T T JEFFERSON 12 APARTMENTS 2659 JEFFERSON STREET CARLSBAD, CALIFORNIA PREPARED FOR: MR. ROaERT LEWIS c/o CALIFORNIA BUILDERS POST OFFICE BO~ 142 CARLSBAD, CALIFORNIA 92008 PREPARED BY: Southern California Soil & Testing, Inc. Post Office Box 20627 6280 Riverdale Street San Diego, California 92120 • • • • • • • • • • • SOUTHERN CALI_FORNIA SOIL AND TESTING, INC. 6280 RIVERDAL~ ST. SAN DIEGO, CALIF"• 92120 • TELE 2B0-4321 • P.O. BOX 20627 SAN DIEGO, CALIF". 92120 7 4 • B 3 1 V E L I E WAY PALM D E S E RT, CA L I F". 9 2 2 6 0 • T E L E 3 4 6 • 1 0 7 B 67B ENTERPRISE ST. ESCONDIDO, CALIF°•· 92025 • TELE 746•4544 November 13, 1986 Mr. Robert Lewis c/o California Builders Post Office Box 142 Carlsbad, Calfiornia 92008 SCS&T 8421203 Report No. 3 SUBJECT: Report of Compaction Apartments, California. Field Observation and Relative Tests, Proposed Jefferson 12 2659 Jefferson Street, Carlsbad, REFERENCE : Ge O t e C h n i Ca 1 I n Ve $ t i g a t i On , J e f f e r s On 1 2 Apartments, 2659 Jefferson Street, Carlsbad, Calfiornia, by So~thern California Soil & Testing, Inc., dated December 5, 1984. Gentlemen: In accordance with your request, this report has been prepared to present the results of the field observations and relative compaction tests performed at the subject site by Southern California Soil & Testing, Inc. These services were performed between August 14 and October 2.9 , 19 8 6 • SOUTHERN CALIFORNIA SOIL AND TESTING, I NC. • • • • • • • • • • • SCS&T 8421203 November 13, 1986 Page 2 SITE DESCRIPTIOR The project site is a rectangular shaped lot, 88 feet wide by 247.5 feet deep~ which is located adjacent to and west of Jefferson Street in the City of Carlsbad. The lot is bounded on the north, sou~h, and west by residential property. Prior to the grading work which is the subject of this report, the site was relatively level with differences in elevation from the front to the back amc;,unting to approximately six feet. Drainage was accomplished by sheet~low to the west. The site supported a one-story, single-family residence with detached ·garage on the eastern portion cf the site. Vegetation consLsted of land~caping grasses and shrubs on the eastern portion of the site and mature avocado trees on the western portion. A retaining wall exists adjacent to the western portion of the northern property line • PROPOSED CONSTRUCTIOR It is our upderstanding that the site will be developed to receive an apartment complex consisting of three, three-story structures of wood-frame construction and associated paved parking. Shallow foundations and conventional slab-on-grade floor systems, as-well-as masonry retaining walls up to ten feetin height, are anticipated. AVAILABLE PLANS To assist in determining the loca-tions and elevations of our field density ~ests and to define the general extent of the site grading for this phase of work, we were provided with a grading plan prepared by Joseph K. Lukoski, Civil Engineer, No. 27542, dated Juhe 19, 19a6 • • • • • • • • • • • • SCS&T 8421203 November 13, 1986 Page 3 SCOPE OP EARTHWORK Earthwork operations consisted of demolition of existing structures, exportation of vegetation and debris, removal and recompaction of compressible near surface soils and importation of fill soils in quantities necessary to grade the site to the desired elevations. This work resulted in three level pads for the proposed apartment buildings and graded parking areas. Onsite cut and fill slopes are less than three feet in .height. Earth retaining walls on the order of six feet in height'have been constructed along the north, west and south property lines • SITE PRBPARATIOR Prior to grading operations, existing structures were demolished and the site was cleared of vegetation and debris. Materials generated by these operations were exported from the site. Compressible near-surface soils were then excavated down to competent subsoils in the proposed building and parking areas and stockpiled onsite for future use. Depth of compressible ~oil removal extended down to a maximum of approximately 4 feet below the original ground contours, and in horizontal extent included all portions of the site with the exception of the areas indicated on the attached Plate No. 1. In all cases the excavations included an area of at least 5 feet beyond the perimeter of the proposed apartment buildings. Medium dense silty fine grained sands exposed at the bottom ot the excavations were then scarified to a depth of approximately 12 i.nches, watered~ to at least optimum moisture content and compacted. Fill soils, which consisted of non-detrimentally expansive soils obtained from the stockpiles and an import source, were then placed in six to eig~t inch lifts, watered to slightly above optimum moisture • • • • • • • • • • • SCS&T 8421203 November 13, 1986 Page 4 content, and compacted by means of a sheepsfoot roller and heavuy construction equ.ipment. Backfills in the areas immediately adjacent to the perimeter retaining walls were placed in approximate 4 inch lifts, watered to an over-optimum condition, and compacted with mechanical compactors. SEEPAGE PI'l' During the grading operations an abandoned seepage pit was encountered beneath the proposed parking area, as shown on Plat~ No. 1. This brick lined pit was backfilled with open graded rock to an elevation approximately 5 feet below the proposed finished grade. Backfilling to finish grade was performed as described above using granular native and imported soils • The mass grading was performed by Naton Tractor, Incorporated of Vista, California, using the following equipment: (1) Caterpillar 963 Track Loader (1) Caterpillar D6 Crawler Dozer (1) International TD 2-0 Crawler Dozer (1) 4x4 Sheepsfoot Roller Dump Trucks and a Firehose Retaining walls were backfilled by California Builders of Carlsbad, California using hand operated mechanical compactors, a skip-loader and a firehose • • • • • • • • • • • • SCS&T 8421203 November 13, 1096 Page 5 FIELD OBSERVATION AIID ~STilfG Observations and field_density tests were performed by a representative of Southern California Soil & Testing, Inc • during the site grading operations. The density tests were taken according to A.S.T.M. Test 1556-74 and the results of those tests are shown on the attached plates. The accuracy of the in-situ density tests locations and elevations is a function of the accuracy of the survey control provided by other than Southern California Soil & Testing, Inc. representatives. Unless otherwise noted, their locations and elevations were determined by pacing and hand level methods and should be considered accurate only to the degree implied by the method used. As used herein, the term "observation" implies only that we observed the progress of-work we agreed to be involved with, and performed tests, on which, together, we based our opinion as to whether the work essentially complies with the job requirements, local grading ordinances and the Uniform Building Code. LABORATORY TESTS Maximum dry density determinations were performed on representatives samples of the soils used in the compacted fill~ according to A.S.T.M. Test 1577-78, Method c. This method specifies that a four inch diameter cylindrical mold of 1/30 cu.hie foot volume be used and that soil tested be placed in five equal layers with each layer compacted by twenty-£ ive blows of a IO-pound hammer with a 18-inch drop. The results of these tests, as presented on Plate No. 2, were used in conjunction with the field density tests to determine the degree of relative compaction of the compacted fill • • • • • • • • • • • • SCS&T 8421203 November 13, 1986 Page 6 CORCLUSIORS Based on field density observation and the density test results, it is the opinion of Southern California Soil & Testing, Inc. that the grading was performed basically in accordance with the recommendations contained in the referenced Geotechnical Report, and the recommendations contained therein do apply to the subject site • This report covers only the services performed between August 14 and October 29, 1986. Additional testing will be required for utility trench backfill located with five feet of proposed structures or beneath paving areas, retaining wall backfills and pavement subgrade and base mate~ials. As li~ited by the scope of the services which we agreed to perform, our opinion presented herein are based on our observations and the relative compaction test results. Our service was performed in, accordance with the currently accepted standard of practice and in such a manner as to I provide a reasonable measure of the compliance of the grading operations with the job requirements. No warranty, express or implied, is given or intended with respect to the services which we have performed, and neither the performance of those .services nor the submittal of this report should be construed as relieving. the grading contractor of his responsibility to conform with the job requirements • • • • • • • • • • • • SCS&T 8421203 November 13, 1986 Page 7 If you should have any questions after reviewing this report, plea.se do not hesi ta t·e to contact this off ice. This opportunity to be of professional service is sincerely appreciated. Respectfully submitted, SOUTHERN CALIFORNIA SOIL & TESTING, INC • DBA:DH:rr cc: (4) Submitted (1) SCS&T, EscondidQ • • • • • • • • • • • ~ No ScAL.E WA!..L SAc.Ki==II..\.. INC.OM ?1-e. T'E I -n,Hs ARE.Al f', eRI eRS PARKING .,o BUIL-DING AR.EA•'' e3 , -~ • e 12 eR3 •z , I , __________ ,,.. ·------------- R2 e 100' JE.FFER.SON STREET • IN-PL.ACE. OE,..K1T"< T&s:si-Loc.AT1or-1 f;lJ11..DtNC:» AiNP ~11.,IN~ AREAS VNt>~,v-r i'y'p- ~CAI-L"{ 3. S 1 SEEPAGE PlT .£.. SOUTH.RN CALIF,OR-NIA 'W SOIL a TaSTING,_INC. Jefferson 12 A artments BY: D.H. DATE: 11-17-86 JOB NUMBER: 8421203 Plate No. 1 . • Pl ate No. 2 _________ _ DATE __ l_l-_4_-8_6 ___ _ JOB NO. 8421203 ELEV. OR DRY DEN, .,. TEST DEPTH OF MOIST. LBS./ SOIL RELATIVI -.NO. DATE LOCATION TEST,FT .,. CU. FT. TYPE COMP. -- 1 8-18-86 See Plate 1 95.0 10.5 129.2 1 96.4 2 8-18-86 See Plate 1 98.0 9.9 117 .5 1 87.7 • 3 8-19-86 See Plate 1 96.0 11.7 124.6 2 95.3 4 8-19-86 See Plate 1 95.5 9.9 119.9 2 91. 7 5 8-19-86 Retest of #2 98.0 12.4 127.9 1 95.4 • 97.0 6 . 10-27-86 See Plate 1 7.8 120.1 2 91.8 7 10-28-86 See Plate 1 97.5 8.7 111.0 1 88.7 8 10-28-86 See Plate 1 98.0 11.1 122.5 2 97.8 • 9 10-29-86 Retest of #7 97~5 15 .• 6. 126.1 2 96.5 10 10-30-86 See Plate 1 99.8 FG 7.0 118.3 1 94.5 11 10-30-86 See Plate 1 100.0 FG 9.9 122.9 2 94.0 • 12 10-30-86 See Plate 1 100.4 FG 8.7 124.5 2 95.3 13 10-30-86 See Plate 1 99.2 FG 9.3 126.4 2 96.7 • 10-27-86 93.5 R-1 See Plate 1 9.3 115.6 4 93.6 R-2 19-27-86 See Plate 1 95.5 9.3 115.2 4 93.3 R-3 10-28-86 See Plate 1 94.5 14.9 115.5 1 92.3 • R-4 10-28-86 See Plate 1 96.5 15.3 112.8 4 91.3 R-5 10-28-86 See Plate 1 94.5 16.3 112.1 4 90.8 R-6 10-28-86 See Plate 1 97.5 14.9 111.2 4 90.0 • R-7 10-29-86 See Plate 1 95.0 14.3 113.2 1 90.4 • • • • • • • • • • • • • SCS&T 8421203 Plate No. 3 SOIL TYPE 1 2 3 4 DESCRIPTION Light Red/Brown, Fine SAND Red Bro~n, Fine/Medium, SAND Brown, SILTY SAND Tan, Fine/Medium, S1LTY SAND OPTIMUM MOISTURE (PERCENT) 8.3 8.6 8.0 9.5 MAXIMUM DRY DENSITY (LBS. /CU. FT.) i 125.2 130.7 134.0 123.5 • • • • • • • • • • • GEOTECHNICAL INVESTIGATION JEFFERSON 12 APARTMENTS 2659 JEFFERSON STREET CARLSBADs CALlFORNIA PREPARED FOR: Mr. Rqbert Lewis Post Office Box 142 Carlsbad, California 92008 PREPARED BY: . Southern California Soil & Testing, Inc • Post Office Box 20627 6280 Riverdale Street San Diego, Californi~ 92120 • • • • • • • • • • • SOUTHERN 6280 RIVERDALE ST. SAN DIEGO, CALIF". 92120 CALIFORNIA • TELE 2B0-4321 S O I L A N D TESTING, I N C. • P.O. sex 20627 SAN DIEGO, CALIF". 92120 74°B31 VE LI E WAY PALM 0 E S E R T, CAL IF". 92260 • T E L E 346·107B 746-4544 6 7 B ENTERPRISE ST. December 5, 1984 Mr. Robert Lewis Post Offi.ce Box 142 Carlsbad, California 92008 E. S C C N O I O C., CAL I F". 92025 • TELE SCS&T 25203 Report No. 1 SUBJECT: Report of Geotechni cal Investigation, Jefferson 12 Apartments, 2659 Jefferson Street, .Carlsbad, California • Gentlemen: In accordance. with your request tion for the subject project. study are presented he re with. we have performed a geotechnical investiga- The findings and recorrrnend at ions of our In general, we found the site suitable for the proposed development pro- vided the recommendations pres·ented in the attached report are fol lowed. If you have any questions regarding this report, or if we may be of fur- ther s~rvice, please do .not hesitate to contact our office. Respectfu 11 y submitted, SOUTHERN C IFORNIA SOIL & TESiING, INC • 36037 Charles H. Christian, R.C.E. #22330 CHC:CRB:DBA:mw cc: {4) Submttted (2) Coulter Winn, Architect (1) SCS&t, Escondido Curtis R. Burdett, J:.E'.G. #1090 SOUTHERN CALIFCJRNIA SCJIL AND TESTING, INC. • • • • • • • • • • • TABLE OF CONTENTS PAGE Introduction and Project Description •••••••••••••••••••••••••••••• ~ •••••• ! Project Scope •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 3 Findings••••••••••••••••••••••••••••••····~-·~··•••••••••••••••••••••••••4 Site Description •••••••••••••••••••••••••••••••••••••••••• ~··········4 General Geology and Subsurface Conditions •••••••••••••••••••••••••••• 4 Geologic Setting and Soil .Description ••••••••••••••••••••••••••• 4 Tectonic Setting.•••••••••••••••••••••••••••••••••••••••••••••••4 Geologic Hazarcts •••••••••••••••••••••••••••••••••••••••••••••••• 5 Groundwater•••••••••••••••••••••••••••••••••~•••••••••••••••••••6 Conclusions and Recommendations •••••••••••••••••••••••••••••••••••••••••• 6 General••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••6 Grading.~•·••••••••••••••••••••••••••••••••••••••••••••••••••••••••••? Site Preparation ••••••••••••••••••••••••••••••••••••• ~ •••••••••• ? Imported Fill •••• ~·••••••••••~••••••••••••••••••••••••••••••••••7 Drainage••••••••••••••••••••••••••••••••••••••••••••••••••••••••8 Earthwork•••••••••••••••••••••·~··••••••••••••••••••••••••••••••g Temporary Slope StabilitY••••••••••••••••••••••••••••••••••••••••••••g Foundations •• ~•••••••••••••••••••••••••••••••••••••••••••••••••••••••9 General•••••••••••••••••••••••••••••••••••••••••••••••••••••••••g Reinforcement••••••••••••••••••••••••••••••••••••••••••••••••••lO Concrete Slabs-on-Grade •••••••••••••••••••••••••••••••••••••••• 10 Pier Foundations ••••••••••••••••••••••••••••••••••••••••••••••• 10 Settlement Characteristics ••••••••••••••••••••••••••••••••••••• 11 Expansive Potential •••••••••••••••••••••••••••••••••••••••••••• 11 Earth Retaining Structures •••••••••••••••••••••••••••••••••••••••••• 11 General ••••••••••••••••••••••••• ~ •••••••••••••••••••••••••••••• 11 Active Pressure•••••••••••••••••~••••••••••••••••··~··•••••••••ll Passive Pressure ••••••••••••••••••••••••••••••••••••••••••••••• 12 Backfill ••••••••••••••••••••••••••••••••••••••••••••••••••••••• 12 Factor of Safety ••••••••••••••••••••••••••••••••••••••••••••••• 12 Limitations ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 12 Review, Observation and Testing ••••••••••••••••••••••••••••••••••••• 12 • • • • • • • • • • • TABLE OF CONTENTS (continued) PAGE Uniformity of Conditions •••••••••••••••••••••••••••••••••••••••••••• 13 Change in Scope ••••••••••••••••••••••••••••••••••••••••••••••••••••• 13 Time Limitations ••••••••••••••••••••••••••••• , •••••••••••••••••••••• 13 Professional Standard •.•••••••••••••••••••••••••••••••••••••••••••••• 14 Client's Responsibility ••••••••••••••••••••••••••••••••••••••••••••• 14 Field Explorations •••••••••••••••••••••••••••••••••••••••••••••••••••••• 15 Laboratory Testing.•••••••••••••••••••••••••••••••••••••••••••••••••••••15 ATTACHMENTS FIGURES Figure 1 Site Vicinity Map ••••••••••••••••••••••••••••••••••••••••••••• 2 Figure 2 Removal and Recompaction Limits ••••••••••••••••••••••••••••••• 8 PLAJES Plate 1 Plot Plan Plate 2 Unified Soil Classification Chart Plate 3-4 Trench Logs Plate 5 Maximum Density and Optimum Moisture Content Expansion Index Results Plate 6 Direct Shear Summary Plate 7 Single Point·consolidation Test Results Pl ate 8 Grain Size Distribution APPENDIX Appendix A, Recommended Grading Specifications and Special Provisions • • • • • • • • • • • SOUTHERN CALIF"ORNIA SOIL AND TESTING, INC. 62B0 RIVERDALE ST. SAN DIE130, CALIF". 92120 • TELE 2B0-4321 • P,O. BOX 20627 SAN DIEl30, CALIF". 92120 7 4 -B 3 1 V E LI E WAY PA L M D E S E RT, CA L I F'. 9 2 2 6 0 • T E L E 3 4 6 -1 O 7 B 6 7 B E N T E R P R I S E S T. ,E S C C N D I D C , C A L I F', 9 2-D 2 5 • T E L E 7 4 6 -4 5 4 4 GEOTECHNICAL INVESTIGATION JEFFERSON 12 APARTMENTS 2659 JEFFERSON STREET CARLSBAD, CALIFORNIA INTRODUCTION AND PROJECT DESCRIPTION This report presents the results of our geotechnical investigation for the ptoposed Jefferson 12 Apartments, to be located at 2659 Jefferson Street, in the City of Carlsbad, California.. The site location is shown on the vicinity map provided as Figure 1. It is -our understanding that the site will be developed to receive an apa'r-tment comp1 ex consisting of three, three-story structures of wood- frame construction and associated paved parking. Shallow foundations and conventional slab-on-grade floor systems, as-well-as mas·onry retaining walls up to ten feet in height, are anticipated. Grading will consist of fills extending to a maximum depth of seven feet. To assist in the preparation of this report we were proviaed with a pre- liminary grading plan, dated August 24, 1984 and a site plan da,ted Septem- ber 4, 1984, both prepared by Coulter Winn, Architect. The site configura- tion and approximate locations of our trenches are shown on Plate Number 1 of this report • SOUTHERN CALIFORNIA SOIL AND TESTING, I NC. • • • • • • • • • • • . I ~ I I •,:: I , .. j .. , . .-r_~_,,_:~~.·_;_}._i 1 .~'.,\~.f< ..:.::' /4A. SOUTHERN CALIFORNIA W' SOIL & TESTING,INC. JEFFERSON STREET 12 BY: OBA JOB NUMBER: 25203 Page 2 DATE: 11-27-84 Figure No. 1 • • • • • SCS&T 25203 December 5, 1984 Page 3 PROJECT SCOPE_ This investigation consisted of: surface reconnaissance; sub surf ace explorations; obtaining representative disturbed and undisturbed samples; field and laboratory testing; analysis of the field and laboratory data; research of available geological literature pertaining to the site; -and preparation o·f this report. Specifically, the intent of this analysis was to: a) Explore the subsurface conditions to the depths influenced by the anticipated construction • b) Evaluate, by laboratory tests, the pertinent engineering proper- ties of the various strata which will influence the development, including their bearing capacities, expansive characteristics and • settlement potential. • c) Define the general geology at the site including possible geo- logic hazards which could have an effect on the site development • d) Develop soil engineering criteria for site grading. e) Determine potential construction difficulties and provide recom- • mendations concerning these problems. • • • f) Recommend an appropriate foundation system for the.type of struc- tures anticipated and deve·lop soil engineering design criteria for the recomnended foundation design • SOUTHERN CALIF"ORNIA SOIL AND TESTING, INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 4 FINDINGS SITE DESCRIPTION The project s.ite is a rectangular shaped lot, 88 feet wide by 247.5 feet deep, which is located adjacent to and west of Jefferson Street in the City of Carlsbad. The lot is bounded on the north, south, and west by residential property. The site is rel ative.ly 1 evel with differences in elevation from the front to the back amounting to approximately six feet. Orainc1ge is accomplished by sheetflow to the west. The site currently supports a one-story, si ngl e-fami ly residence with detached garage on the eastern portion of the site. Vegetation consists of landscaping grasses and shrubs on the eastern portion of the site and mature avocado trees on the western portion. An existing retaining wall is located adjacent to the western portion of the northern property line. A small cut slope approximately four feet high with a westward 1:1 inclination exists along the western property line. GENERAL GEOLOGY AND SUBSURFACE CONDITIONS GEOLOGIC SETTING AND SOIL DESCRIPTION: The subject site is located in the Coastal Plains Physiographic Province of San Diego· County and is underlain by Quaternary-aged marine terrace deposits and associated topsoil. Speci- fic soi 1 s condi ti ans as encountered in our exp 1 oratory trenches consisted of approximately one foot of brown, loose, silty, sandy topsoil underlain by reddish-brown to yellowish-brown and gray-brown, humid to moist, slightly silty, poorly graded sands and silty sands • TECTONIC SETTING: A review of availat?le geologic maps indicates the subject site to be located approximately 5 miles east of the Rose Canyon Fault Zone. The Rose Canyon Fault Zone is a series of northwest trending faults of Quaternary age that is currently classified as potentially SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 5 active, rather than active according to the criteria of the California Division ·of Mines and Geology. This classification is based on the lack of conclusive evidence to verify Holocene movement along this fault zone. No fault traces have been mapped through, or immediately adjacent to the subject site and a surface reconnaissance yielded no evidence of faulting at the site. It should be. recognized that much of Southern California is characterized by major, active fault zones that could possibly affect the subject site. The nearest of these are the Coronado Banks Fault zone, located approxi- mately 20. miles to the southwest, and the Elsinore Fault Zone, located approximately 25 miles to the northeast • GEOLOGIC HAZARDS The subject site can be considered to be relatively free of geologic hazards. Potential hazards such as tsunamis, seiches, liquefaction, or landsliding should be considered to be negligible or nonexistent. The most likely major geologic hazard to affect the site is groundshaking as a result of movement along one of the major active fault zones men- tioned previ~usly. The maxi~um bedrock-a~celerations that would be attri- buted to a maximum ground earthquake occurring along the 11earest portion of selected fault zones that could affect the site are sunmarized in the following table • TABLE 1 Fault Zone Classification Distance Rose Canyon Potentially 5 miles Act 1 ·ve Elsinore Active Coronado Banks Active 25 miles 20 miles Maximum Probable Maximum Bedrock Earthquake Acceleration 6.0 magnitude 0.38 g 7.3 magnitude 6.0 magnitude 0.21 g 0.12 g SOUTHERN c;ALIF"ORNIA SOIL AND TESTING, INC. • • • • • • • • • • • SCS&T 25203 Based on the accelerations Fault zone be development • December 5, 1984 Page 6 current fault zone classification and the maximum bedrock capable of developing, it is recommended that the Elsinore considered the design earthquake source for the subject Construction in accordance with the minimum standards of the Uniform Building Code and the governing agency should minimize potential damage due to seismic activity • GROUNDWATER: No groundwater was encountered during our subsurface explora- tion and we do not anticipate any major groundwater related problems, either during or after construction. However,· it should be recognized that minor groundwater seepage problems may occur after development of a site even where none were present before development •. Those are usually minor phenomena and· are often the result of an alteration of the perme- ability characteristics of the soil, an alteration in drainage patterns and an increase in irrigation water. Based on the permeability character- istics of the soil and the anticipated usage of the development, it is our opinion that any seepage problems which may occur will be minor in extent. It is futher our opinion that these problems can be most effectively corrected on an individual basis if and when they develop • CONCLUSIONS AND RECOMMENDATIONS GENERAL In general, no geotechnical conditions were encountered WQich would pre- clude the development of the site as presently proposed provided the recommendations presented herein are implemented • The site is covered. by a thin mantle of loose topsoils extending· to a depth of one foot. Due to their settlement potential, the topsoils should SOUTHERN CALIFORNIA SOIL AND TESTING, INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 7 be removed and recompacted wherever underlying settlement-sensitive i m- provements. The surficial deposits are underlain by low to moderately compressible terrace deposits. This material will also require remedial grading when encountered within depths from finish grade as described in the site preparation section of this report. Soils encountered throughout the site were found to be nonexpansive. An additional consideration for site development is the proposed construc- tion of a retaining wall along most of the northern property line. An existing retatning wall is located adjacent to the western portion of said property line. This condition will require special retaining wall founda- tion consideration as described herein • GRADING SITE PREPARATION: Site preparation should begin with the demolition of the existing structures and removal from the site of all resulting debris, deleterious matter and vegetation. Compressible topsoils underlying areas to receive structural loads or fills should be removed and recompacted. Terrace deposits underlying structures will also require removal and recompaction if located within the depths depicted in Figure 2 on the following page. Due to the proposed grading scheme, it is anticipated that"terrace depos- its removal will only be required for the eastern and middle structures • The bottom of the excavation should be scarified to a depth of 12 inches, moisture conditioned to at 1 east optimum moisture content and re compacted to at least 90 percent as determined in accordance with ASTM 0-1557-78 Method A or C. The overexcavated soils and imported soils should then be placed in thi-n compacted layers until desired elevations are reached. IMPORTED FILL: Imported fill soils should consist of nondetrimentally expansive granular soils (expansion index less than 50) and should be approved by this office prior to their ·del i_very to the site • S Cl U T H E R N C A L I F" 9 R N. I A S O I L A N D T E S T I N G . I N C . • • • • • • • • • • • December 5, 1984 Page 8 SCS&T 25203 CONT&NOUS F.OOTIHG PROPOSED _STRUCTURE ISOLATED FOOTING ,:0 l""I + IO - • I)/-! --. . . . . . .. . . -.. ;1, ;:" I ···,·· ... ·:.-·'\ . . . . . . .. . . . ' , . :· . . . . . .. . . -. . . . . . . . . . . . . . . . . . . . . . .. :. : : .. _" ·. • • . : : . REMOVE & REC OM PA c·T . . . . -. . . . . . . - t • • • -. . ., -.. . . . . . . . . . .. . . . .. . . . . . . . ' . . . . s· B B/2 REMOVE & NO SCALE .:-:·: ·0: J.: ·:·: ··:.: -:-::: ·.: . . . . . . . -:-\ . D : : :· . . . . . . . . . . . . .. . . . . . . :,-:-: ; ••••••.•• :_ : • : ~2 . . .. . = . . . . . . ·. . . · .. : I l B/21 B I B/2 I S/2 B ISOLATED FOOTING Ill ~-+ ~ B:ISOLATED FOOTING WIDTH IN FEET b: CONT IN OU S FOOTING WIDTH IN FEET REMOVAL AND RECOMPACTION LIMITS FIGURE 2 NO SCALE DRAINAGE: The site should be graded and maintained such that surface drainage is directed away from structures into swa1es· or other controlled drainage devices • S D U T H E R N C A L I F" .o R N I A S D I L A N D T E 5 T I N G . I N C . • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 9 EARTHWORK: All earthwork and grading contemplated for site preparation should be accomplished in accordance with the attached Recommended Grading Specifications and Special Provisions. All special site preparation recommendations presented in the sections above will supersede those in the standard Recommended Grading Specifications. All embankmensts, struc- tural fi 11 and fi 11 should be compacted to a minimum of 90%. Uti1 ity trench backfill within 5 feet of the proposed structures and beneath asphalt pavements should be compacted to a minimum of 90% of its maximum dry density. The maximum dry density of each soil type should be deter- mined in accordance with A.S.T.M. test Method 1557-78, Method A or C. TEMPORARY SLOPE STABILITY The following table provides recommendations relative to temporary con- struction excavations. These slopes should· be relativ-ely stable against deep-seated failure but may experience som localized sloughing • Slope Ration (Horizontal to Yertic~l) Vertical o. 5: 1 Maximum Height of Temporary Excavation (Feet) 5 10 It should be the contractor's .responsibility to provide sa'fe support for the excavation. No heavy equipment should be al lowed within a distance from the top of temporary cuts equal to its depth. FOUNDATIONS GENERAL: Conventional spread fo'otings founded at least 18 inches below the lowest ~djacent finished grade and having a minimum width of 12 inches are recommended for the support of the proposed structures. I so 1 ated footings should have a minimum width of 24 inches. Such footings may be S O U T H E R N C A L I F" 0 R N, I A S O I L A N D T E S T I N G . I N C , • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 10 designed for an allowable soil bearing pressure of 2500 psf. This bearing pressure may be increased by one-third when considering wind and/or sei s- mic loading. Retaining wall footings should extend at least 12 inches into dense formational soils. Footings proposed near or within 1:1 slopes should be extended to a depth such that the exterior footing face is located at a· distance of ten feet from the face of the slope. REINFORCEMENT: It is recommended that minimum reinforcement consist of f- two continuous No. 4 reinforcing bars, one located near the top of the footing and one near the bottom. This rein for cement is based on soil characteristics and is not intended to be in 1 ieu of reinforcement neces- sary to satisfy structural considerations • CONCRETE SLABS-ON-GRADE: Concrete s 1 abs-on-grade should have a mini mum thickness of four inches and be reinforced with a 6 11 x6 11 -Wl.4xW1.4 (6 11 x6 11 - l0/l0) welded wire mesh throughout. Proper care should be exercised during concrete placement so that the mesh is placed at the middle of the slab. A three-inch-thick layer of coarse, poorly graded sand should be pl aced underneath the slab. Where moisture-sensitive f 1 oor coverings are planned, the slab should be underl·ain by a visqueen moisture barrier. A one-inch thick layer of sand should be provided above the visqueen to allow proper concrete curing. PIER FOUNDATIONS: Piers should have a minimum width or diamter of two feet and should extend at least two feet below the bottom of the existing retaining wall footing. A bearing capacity of 3500 psf may be utilized at this depth with an increase of 500 psf and 300 psf for e"ery additional foot of depth and width, respectively, up to a maximum of 6000 psf. This bearing capacity may be increased by one-third when considering seismic loading • SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 11 SETTLEMENT CHARACTERISTICS: The anticipated total and/or differential settlements for structures may be considered to be within tolerable limits provided the recommendations presented in this report are fol lowed. EXPANSIVE POTENTIAL: The recommendations provi ~ed in this report assume a nondetrimentally expansive soil condition. EARTH RETAINING STRUCTURES GENERAL: Retaining walls are proposed along the western property line and most of the southern and northern property lines. The maximum height of wall along the southern property line will be approximately ten feet. A 4t feet high cut slope with a 1:1 inclination exists along the western property 1 i ne. Due to required foundation setbacks from the face of the slope, the footing for this wall will extend to the same depth as the footing for the southern wall • The main construction consideration will be the construction of the retain- ing wall along the northern boundary, adjacent to an existing retaining wall. The best solution will be the replacement of the existing wall with a new· wall. If t;his is not possible, the new wall wi 11 have to be sup- ported on piers in order to avoid surcharge loading~ on the existing wall. ACTIVE PRESSURE: The active soil pressure for the design of earth retain- ing structures with level backfills may be assumed to be equivalent to the pressure of a fluid weighing 32 pounds per cubic foot for walls free to yield at the top (unrestrained walls). The wall height should be in- creased by 1.5 feet when considering loads due to parked automobiles within. a distance from the wall equal to its height. If any other sur- charge loadings are anticipated this office should be contacted for the necessary change in soi-1 pressure. This value also assume granular and drained backfill conditions • SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • • • • • • • • • • a SCS&T 25203 December 5, 1984 Page 12 PASSIVE PRESSURE: The pa~sive pressure for prevailing soil conditions may be considered to be 400 pounds per square foot per foot of depth. This pressure may be increased one-third for seismic loading. The coefficient of friction for concrete to soil may be assumed to be o.43 for the resis- tance to lateral movement. When combining frictional and passive resis- tance, the latter should be reduced by one-third. The upper 12 inches of soil should not be included in passive pressure cc1lcualtions • BACKFILL: All backfill soils should be compacted to at least 90% relative compaction. Expansive or clayey soils should not be used for backil 1 material within a distance of five feet from the back of the wall. The retaining structure should not be backfilled until the material in the w~ll has reached an adequate strenght. FACTOR OF SAFETY: The above values, with the exception of the soil to concrete friction coefficient, do not include a factor of safety. Appro- priate factors of safety should be incorporated into the design .of all earth retaining· structures to reduce the possibility of overturnign and ~liding • LIMITATIONS REVIEW, OBSERVATION AND TESTING The recommendations presented in this rep·ort are contingent upon our review of final pla·ns and specifications. The soil engineer and engineer- ing geologist should review and verify the compliance of the final grading plan with this report and wtth Chapter 70 of the Uniform Building·Code • It is recommended that the so·il and foundation engineer be retained to provide continuous soil engineering services during the earth\1ork opera- tions. This is to observe compliance with the design concepts, specifica- SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 13 ti ons or recommendations and to a 11 ow design changes in the event ·that subsurface conditions differ from those anticipated prior to start of construction • UNIFORMITY OF CONDITIONS The recommendations and opinions expressed in this report reflect our best estimate of the project requirements based on an evaluation of the subsur- face soil conditions encountered at the subsurface exploration locations and the assumption that the soil conditions do not deviate appreciably from those encountered. It should be recognized that the performance of the foundations and/or cut and fill slopes may be influenced by undis- closed or unforeseen variations in the soil conditions that may occur in the intermediate and unexplored areas. Any unusual conditions not covered in this report that may be encountered during site development should be brought to the attention of the soils engineer so that he may make modifi- cations if necessary. CHANGE IN SCOPE This office should be advised of any changes in the project scope or proposed site grading so that it may be determined if the recorrmendations contained herein are appropriate. This should be verified in writing or modified by a written addendum • TIME LIMITATIONS The findings of this report are val id as of this date. 'Changes in the condition of a property can, however, occur with the passage-of time, whether they be due to natural processes or the work of man on this or adjacent properties. In addition, changes in the State-of-the-Art and/or Government Codes may occur. Due to such changes, the findings of this report may be invalidated wholly or in part by changes beyond our control • SOUTHERN CALIF"ORNIA SOIL AND TESTING, INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 14 Therefore, this report should not be relied upon after a period of two years without a review by us verifying the suitability of the conclusions and recommendations • PROFESSIONAL STANDARD In the performance of our professional services, we tomply with that level of care and ski 11 ordinarily exerci sect by members of our profession cur- rently pra.cticing under similar conditions and in the same locality. The client recognizes that subsurface conditions may vary from those encoun- tered at the locations where our borings, surveys, and explorations are .made, and that our data, interpretations, and recoITTTiendations are based soley on the information obtained by us. We will be responsible for those data, interpretations, and recommendations, but _shall not be responsible for the interpretations by others of the information developed. Our services consist of professional consultation and observation only, and no warranty of any kind whatsoever, express or implied, is made or intended in connection with the work per·formed or to be performed by us, or by our proposal for consulting or other services,. or by our furnishing of oral or written reports of findings • CLIENT'S RESPONSIBILITY It is the responsibility of Mr. Robert Lewis or his representatives to ensure that the information and recommendations contained herein are brought to the attention of the engineer and architect for the project and incorporated into the project I s pl ans and specifications. It is further his responsibility to take the necessary measures to ensure· that the contractor and his subcontractors carry out such recorrrnendati ons during construction • SOUTHERN CALIFORNIA SOIL.AND TESTING. INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 15 FIELD EXPLORATIONS Three subsurface explorations were performed at the locations indicated on the attached Plate Number 1 on November 7, 1984. These explorations consisted of trenches excavated with a backhoe. The field work was con- ducted under the observation of our engineering geology personnel. The explorations were carefully 1 ogged when made. These 1 ogs are pre- sented on the following Plate Numbers 3 and 4. The soils are described in accordance with the Unified Soils Classification System as illustrated on the attached simplified chart on Plate 2. In addition, a verbal text- ural description, the wet color, the apparent moisture, and the density or consistency are given on the logs. Soil densities for granular soils are given as either very loose, loose, medium dense, dense, or very dense. The consistency of silts or clays is given as either very soft, soft, medium stiff, stiff, very stiff, or hard • Disturbed and undisturbed samples of typical and representative soils were obtained and returned to the laboratory for testing. LABORATORY TESTING Laboratory tests ,were perf armed in accordance with the generally accepted American Society for Testing and Materials (A.S.T.M.) test methods or suggested procedures. A brief description of the tests performed are presented below: a) MOISTURE-DENSITY: Field moisture content and dry density were determined for representative undisturbed sample obtained. This information was an aid to classification and permitted recogni- tion of variations in materi-al consistency with depth. The dry unit weight is determined in pounds per cubic foot, and the field moisture content is determi ne<;i as a percentage of the soil I s dry weight. The results are summarized in the trench logs • SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Page 16 b) CLASSIFICATION: Field classifications were verified in the laboratory by visual examination. The final soil classifications are in accordance with the Unified Soil Classification System. c) COMPACTION TEST: The maximum dry density and optimum moisture content of typical soils were determined in the laboratory in accordance with A.S.T.M. Standard Test D-1557-78, Method A. The results of these tests are presented on the attached Plate Number 5 • d) EXPANSION INDEX TEST: An expansion index test on remolded sam- ples was performed on represent-ative samples of soils likely to be· used as compacted fill. The test was performed on the portion of the sample passing the #4 standard sieve. The sample was btought to optimum moisture content then dried back to a constant moisture content for at least 12 hours at 230 t 9° F. The speci- men was then compacted in a 4-inch-diameter mold in two equal 1 ayers by means of a tamper, then trimmed to a final height of 1 inch, and brought to a saturation of approximately 50%. The specimen was placed in a consoli~ometer with porous stones at the top and bottom, a total normal load of 12.63 pounds was placed (144.7 psf), and the sample was allowed to consolidate for a period of 10 minutes. The sample was al lowed to become satu- rated, and the change in vertical movement was recorded until the rate of expansion became nominal. The expansion index is re- ported on the attached Plate Number 5 as the total vertical displacement times the fraction of the sample passing the #4 sieve times 1000 • CLASSIFICATION OF EXPANSIVE SOIL EXPANSION INDEX POTENTIAL EXPANSION 1-20 very 1 ow 21-50 low 51-90 medium 91-130 high Above 130 very high SOUTHERN CALIF"ORNIA SOIL AND TESTING, INC. • • • • • •• • • • • SCS&T 25203 December 5, 1984 Page 17 e) DIRECT SHEAR TESTS: Direct. shear tests were performed to deter- mine the failure envelope based on yield shear. strength. The shear box was designed to accornodate a sample having a diameter of 2.375 inches or 2.50 inches and a height of 1.0 inch. Samples were tested at different vertical loads and at saturated moisture content. The shear stress was applied at a constant rate of strain of approximately 0.05 inches per minute. The results of these tests are presented on attached Plate Numbe~ 6 • f) CONSOLIDATION TEST: Single point consolidation tests were per- e) formed on selected "undisturbed: samples. The consolidation apparatus was or 2.500-inch ring. Porous bottom of the designed diameter stones sample to accomodate. a 1-inch high by 2.375-inch soil sample laterally confined by a brass were p 1 aced in contact with the top and to permit the addition or release of pore fluid during testtng. Selected loads were applied to the samples and the resulting deformations were recorded. The percent con- solidation for each load cycle is reported as the ratio of the amount of vertical compression to the original one-inch sample height. The test samples were inundated to determine their be- havior under the anticipated footing load as soil moisture in- creases. The results of these tests are presented on Plate Number 7 • GRAIN SIZE DISTRIBUTION: The grain size distribution was deter- mined for representative samples of the native soils in accor- ' dance with A.S.T.M. Standard Test D-422. The resu 1 ts of these tests are presented on Pl ate· Number 8. SOUTHERN CALIF"ORNIA !;:iOIL AND TESTING, INC. • • • • • • • • • • • \ T 1 \ . LEGEND: \ " a, • TRENCH LOCATION £. SOUTHERN CALIFORNIA 'W" SO1-L & TESTING,.INC. ,, , SCALE 1:"40 JEFFERSON STREET 12 BY: OBA DATE: 11-27-84 JOB NU M'BER: . 25203 Plate No. 1 J J . f . t I I SUBSURFACE EXPLORATION LEGEND UNIFIED SOIL CLASSIFICATION CHART SOIL DESCRIPTION l. COARSE GRAINED, More than half of material is larger than No. 200 sieve size. GRAVELS CLEAN GRAVELS More than half of coarse fraction is larger than No. 4 sieve size but smaller than 3". GRAVELS WITH FINES (Appreciable amount of fines) Si\..~OS CLEAN SANOS More°than half of coarse fraction is smaller than No. 4 sieve size. SANOS WITH FINES (Appreciable arnoun t of fines) ll •• FINE GRAINED, M9re than half of material is smaller than No. 200 sieve size. SILTS .fu'lD CLJ,YS Liquid Limit less than 50 SILTS A."lD CLAYS Liquid.Limit greater than,50 HIGHLY ORGANIC SOILS : GROUP SYMBOL TYPICAL NA.'IES GW GP GM GC $";I' SP SM SC ML CL OL MH CH ... OH PT .. Well graded gravels, gravel- sand mixtures, little or no fines. Poorly graded gravels, gravel sand mixtures, little or no fines. ,Silty gravels, poorly graded gravel-sand-silt mixtures. Clayey gravels, poorly graded gravel-sand, clay mixture_s. Well graded sand;:1gi'avelly sands, little or·no fines. Poorly gr.aded san~1 gravelly sands, little or no fines. Silty sands, poorly graded sand and silt mixtures. Clayey· sands, poorly graded sand and clay mi_xtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plast- icity Inorganic clays of low to medium plasticity.gravelly clays, sandy clays.silty clays, lean clays. organic silts and organic silty clays of low plasticity Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic . silts. .. Inorganic· clays of high .. plasticity, fat clays. Organic clays of medium to high plas~icity. Peat and other highly organic soils. " .. .. ~ -Water level at ~ime of _ex~avation or as indicated .. us -Undisturbed, ·driven r_ing . . . . .. ., Cl< -Undisturbed chunk sampl2 BG -Bulk sample SOUTHEAN CALIFOANIA SOIL & TESTING, INC. IUZIIO RIVERDALE IITREET IIAN CIIECllO, CALIFCRNIA 11a,ac .. . .. sample or tube sample , ... : .... ~-. . .. .JEFFERSON STREET 12 BY OBA DATE 11-27-84 JOB NO. 25203 Plate No. 2 ' • z w 0 TRENCH NUMBER >-* 0. I-1 I-LU 0 >->-- -: I-> c( , z I-I-* z -I-a: z z -LU -..J c.) LU "' w 0 -;:) LU w "' a: w --ELEVATION a: I-I-z ;:) I-> I- J: 0 u. a: z -- I-..J Cl) - c( en c( en w LU -I-z I-0 0. 0. "' 0. 0. 0 0 () "' LU c( c( • :E en 0. 0 "' 0, I-..J w < :E 0. z >-0 0. 0 c( cC c( a: z w :E en ..J 0 0 a: :E 0 0:: 0 DE~CRIPTION 0 0 0 0 0 0 • -SM Brown Silty Sand Humid Loose To [~ ---- 2 (Topsoil) Medium 119.1 5.3 ,Dense - • CK SM& Red Brown, Yellow Brown 4 -:-123.4 5.7 CK SM/ Moist Medium - -SP and Gray Brown Silty Sand Dense and Slightly ·si 1 ty Poorly 118.9 12.9 - 6 -- -Graded Sand, Porous - 8 --- -CK (Terrace Deposits) 120.0 13.9 - • 10-- -- 12 -- • TRENCH ENDED AT 12' -- -- -TRENCH NUMBER 2 - 0 • 2 [ SM Brown Silty Sand Humid Loose To CK 116.8 5.2 - ~~ (Topsoil) Medium Dense - -CK • 4 -SM& Red Brown Sil t.z'. Sand and SM/ Slightyl Silty Poorly Moist Medium 114.6 8.4 - -CK SP Dense Graded Sand, Porous - 6 -112.9 7.9 - -(Terrace Deposits) -, 8 --, . • -TRENCH ENDED AT 91 - --. --• • ~ SOUTHERN CALIFORNIA . SUBSURFACE EXPLORATION LOG SOIL & TESTING,INC. LOGGED BY: DATE LOGGED: ll-?-84 . rRR JOB NUMBER: 25203 Plate No. 3 • - • z w 0 TRENCH NUMBER 3 > * 0. I- I-II.I 0 > > -- > z· I-I-I-* z .. I-< II.I a: z z --w -w 0 -(.) er, -J a: ;: w w er, a: > w ELEVATION I-z ~ I-I- ::i: 0 Li. a: z -- J -< er, er, II.I w ... I-z I-(.) I-0. Cl) CIJ 0. < 0 C, w < 0. ~ CIJ 0. 0 0. "' 0 C. "' < w 0. I-J 0. 0 < < < ~ < z a: > 0 z w ~ CIJ J 0 0 a: ~ 0 cc () DESCRIPTION (.) 0 (.) 0 (.) 0 • -SM Brown Silty Sand Loose To ~ CK Humid Medium - 2-(Topsoil) ci' Dense 113. 7 4.2 - - • 4-SM/ Reddish Brown. Slightly Moist Medium 118. 7 5.1 CK SP Si 1 ty Poorly Graded Sand Dense - =, &· SM & ~ilty Sand, 112.1 5.8 - Porous (Terrace Deoosit~) - ---TRENCH ENDED AT 51 ---• --------• ---------• --------• ----, -, ----• -------• - • ~ SOUTHERN CALIFORNIA SUBSURFACE EXPLORATION LOG SOIL & TESTING,INC. LOGGED BY: CRB DATE LOGGED: 11-7-~ll. JOB NUMBER: 25203 Plate No. 4 • MAXIMUM DENSITY & OPTl~l1Utv1 MOISTURE CONTENT AST M ...... ~}.?.~.!:?.~ ........ METHOD .. )\. l -Maximum Optimum SAMPLE DESCRIPTION Density Moisture (pcf) Cont/0/o) T2 @ l 1 -2' Brown Silty Sand 134.0 A () I • . . . i u ... j ~ I EXPANSION TEST RESULTS. 0 SJ\fv1PLE l T2@ 11 -2' CO~WITION Remol ded ~~ INITIAL M.C. (°la) 7.5 INITIAL DEHS !TY (PCA 119.4. • I FINAL M.C. ('>/o) 13.4 NORMAL STRESS (PSF 144.7 EXP/\NS JON (0 /,) ,, , 1 , ~ . ~ ~ SOUTHERN CALIFORNIA TESTING . LABORATORY, INC. 6280 RIVERDALE .STREET SAN DIEGO, CALIFORNIA 92120 . .,. 714-283-6134 JEFFERSON STREET 12 :J BY OBA DATE 11-30-Rll JOB NO. 25203 Plate No. 5 • • • • • • • • • • • ~ w I V) SAMPLE DIRECT SHEAR SUMMARY !3----...------------...----------------..... ---------------.. ' I • 4 : ~ ·--•--•---I f • : :_::= -±ti-_:_~;·-:_;··-·==· : ~-~--:~.:·:~=~::~~-~ -~-h--r+ ~-~-~-· .. :=:.~~ ~ ~--___ :_: -U+ ~-!; : ~: ; ~ r--ri·+ :. : : : I : : ~-: : :-+>--+-~t7-·•·•-•· ·-·--+ -----+---.,_.,._ -------,--~--~~r--,.-----,-+-,......,--t--~,-."---,--. -·-·-~ -:.-+-+-~-. : 1 I l • I ! • j l l 1 t • ! ; ! l ! --:--·i I I I l I I : ; ' I • • : ; : I i ; 1 ·-; ; : ! j ; ; +++-~-P ---4t-----i---'-.-½-------t-----,--,----t---~-~--t----------f 1 1 ! j J 1 1 r 1 1 1 • , , : : I I I ' I I I! Ii l I I ! I I I i i iT;T-~--l -· I I ! I i i I I I I I I I I I I l I ! I 1 1 : • I' I I l I I' I : I 'II. 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 • L I i I I I ;· I I I ~ '.LI < .:.: -;: , , I I I· I I I I : I, I I I 1.1 ! _, · I I I I I , ! I I I I I I ! l I I J , 1.-, ! 1 • f .. i .. ! ! I i I I i I ! I I i I I I I I I I 1tl,!!1 1 •1.1111 ,;ll!f 11 tll JIii :.Jlir!}I~ -,---'---tt--·--1-;--;1-1-.,.---l-;!,.,.,_1,.....,. ......... _--tt-,-L-!i-,-i..,l.....,..1_,1,--_,..1 .;.'-·~1-•,....,.....,..I _1_, _1_, ...,,1,_·F-,...;.'· ......... ; .;.• ......... -'-W-.L!... 31------'-' _, ___ , _____ ,_, ---...;1...,... .... 1_1_, ___ ...;J_1 __ ._, ____ ._,,......~· ----'-' --'--'-' _. ___ , _,_. 11 1 1! ,I Ill 11 l!!Jllr! lit I• i i I I I ! I • ; I : 1 . .Jl'i l ! t I ! • 1 I i I I.I. I • I I I -----;.-;--1--,.·-i-r''--'--~----+-'-' -+'-:---'-:-i-:--:-:.'1-"'---i----'--;-t----'-i-·---·-I I I :J, -~ . ., 2t----1-----t--,-.-----t----,--,-::a.-fll,_"--, ---+-:---------,-t--------t ·,JI'. ---~-----11 -----''----'---f.0,--"'--,'-,-~__,·;-·c.-.,;-+..:....-......;.-..:.--,.'~' +-.-'--'------·----+--:--·t---'--,----;---,,. .. 11'!-~-.......,._._-,--' _________ -+_~---- .I . ., I ! --J1--...;-·+---....,·,,,,,,."'--·-----..;.._-------------+-----' -----' I ,_,- ------~·--L-·---------'-----l------'----'---"--,----+----'----''--1-------+->~"'-----------------------,------1 : . ., • t ·~ I ; -., .I i "."----t-,---•-----~-- 0 .. ----------------------------------.. 3 4 !:5 2M 1 L DESCRIPTION 2 2L NORMAL STRESS, KSF ANGLE OF INTERNAL FRICTION (0 ) COHESION INTERCEPT (psf) Tl @ l 1 -2 1 Remolded To 90% 36 150 ~ SOUTHERN CALIFORNIA 'W SOIL & TESTING, INC. BY: OBA J.OB MUMBER: 25203 1? DAT E: 11-2 7 -84 Plati::, No 6 • . . - • 11t --- it SINGLE POI~n· CONSOLIDATION TEST RESULTS ... SMtPLE NO. T3@ 1 1 T1 (d? fi 1 T~ @ 4 1 . 0 . -· INITIAL .MOISTURE, % 4.2 5.1 5.8 -IN1TIAL DENSITY, PCF 113. 7 l18.7 112.1 . _ % CONSOLIDATIOi'I BEFORE WATER ADDED 2.5 1.6 2.3 ~· -% COMSOLIDATION AFTER HATER ADDED 5.0. 2.7 3.4 -FINAL MOISTURE,% 13.0 11. 7 13.9 -AXIAL LOAD, KSF 2.58 2.58 2.58 4 ·- • , . • • 4b SOUTHERN CALIFORNIA SOIL & TESTING, INC. •QDC ~IVl!RCALI! IITRl!!l!T •AN c1•ao, CALIFORNIA •a1ac JEFFERSON STRE!="T 1? • BY DATE 11-30-84 OBA JOB NO, 25203 Plat,:, Nn 7 • G) I~ ·:U l> z m en I m a N oC -... rn r ::t l'ffl C, ... JJ CJ) m2 --i m :u :tg CD C Zr- --i G>- 5 .. 11 z -0 Z 11 02 . -l- .~ ~I I~ ,, OJ l"T1 c::,,,, ::r:, ~ 0 ~, Ii l"T1 -l I-' ~.N ~ I ~ A.I rt ro I-' :z I-' 0 I . N OJ -...J I OJ ~ • 36" 18" 10~·- • • 2" I" Y2" • V.S. Standard ¼" •10 •20 • Sieves 1140 Ilsa . .:.. .. -· 1« •;r 3" 1 "'" :!ia• :!Ma• :tt<I . wa -1116 11-30 •so •1c . ~. . . • T2 @ l 1-2' #?oo I 2 5 • Hydrometer (Minutes) 30 160 • • 141So (SO am.J 90 80 70 ~r, I J I I 1 r I I I I 1 1 t.._,__.,........--+r-., I ·-~, , . ~ . .,-,.. . . . ++-•-mm-: : ·:--r-~--:-·'.-ititi I I I. I. H-H-tl I r I l9o •I. I 1 I• I• I• I• 1,1,11, , , 1 • , , • , I J I I J I I J I J H+-H-l-f-1-.-1;-t-.- '--'b 60 ~ ~ ~ , -I l I l 1+1+1-l r I . 1· I . l'WtH: i ; ! ; . ; t-~~-+ ; rn:rrt .1 I I. 11 H-t I I .I I I 80 ~ : ·,---;-w---. . 1 .--.--70 ! : : _ _\ ' : '. I; 21 5 ' 1 P 1eO ''lo'--(IOOGM) ' • • • ! : r= je_ \~ . : • : I /.l / ) -I ! J .. SQ .... i 40 ~ ..... ct 30 20 1++++-1. 1 1 1 1 I I' 1· 1 I w I · 1· I ; 1=illlJ l J : I ! : : -\ : : : . : ; : ! · = 1 _ : _! 4o "'i:: -·s ~ = . , = =r : , : , Cb :.: . _ . . . . . . . n~tr,ITT~·t,ri-rlt-it ~\ i---:~, ;r-1 j 11 /I ---1 j ::~: ! IOH+H--J~-l-l-+--'tlttU 1-~ 11, [lTIIIIIIII-i -! 1rrr-.. 1 ·-;-·-t-r 11 ,=--~---r.----it 10 -~ 0 t9s1s543 2 ·9s·1s543 2 9676543 2 9·61s543 2 ·9676.S43.2 967G543 2 · O IOOO 100 10 I. .I .01 .001 0roin Size (mm) PARTICLE SIZE LIMITS 'l GRAVEL SAND BOULDER I COBBLES I SILT OR CLAY I Cooru I I I I Coorae Fine Mtdlum Fine I (12 in.) 3in. 3/4in. No.4 No.10 No.40 No.200 u. s. STANDARD SIEVE SIZE • • • • • • • • • • • SCS&T 25203 December 5, 1984 Appendix, Page 1 JEFFERSON 12 APARTMENTS, 2659 JEFFERSON STREET, CARLSBAD RECOMMENDED GRADING SPECIFICATIONS -GENERAL PROVISIONS GENERAL lNTENT The intent of these specifications is to establish procedures for clear- ing, compacting natural ground, preparing areas to be filled, and placing and compacting fi 11 soils to the 1 i nes anc;i grades shown on the accepted plans. The reco11111endations contained in the preliminary soil investiga- tion report and/or the attached Special Provjsions are a· part of the Recommended Grading Specifications and shall supersede the provisions contained hereinafter in the case of conflict. These specifications shall only be used in conjunction with the soil report for which they are a part. No deviation from these specifications will be allowed, except where specified in the soil report or in other written communication signed by the Soil Engineer. OBSERVATION AND TESTING Southern California Soil & Testing, Inc. shall be retained as the Soil Engineer to observe and test the earthwork in accordance with these speci- fications. It wi1 l be necessary that the Soil Engineer or his representa- tive provide adequate observation so that he may provide an opinion that the work was or was not accomplished as specified. It shal 1 be the re- I sponsibility of the contractor to assist the soil engineer and to keep him apprised of work schedules, changes and new information and data· so that he may provide these opinions. In the event that any unusual conditions not covered by the _special provisions or preliminary soil report are encountered during the grading operations, the Soil Engineer shall be contacted for further recommendations • • • SCS&T 25203 December 5, 1984 Appendix, Page 2 If, in the opinion of the Soil Engineer, substandard conditions are en- countered, such as; questionable or unsuitable soil, unacceptable moisture • content, inadequate compaction, adverse weather, etc., he wi 11 be empower- ed to either stop construction until the conditions are remedied or cor- rected or recommend rejection of this work. • • • • • • • • Test methods used to determi-ne the degree of compaction should be per- formed in accordance with the foll owing American Society for Testing and Materials test methods: Maximum Density & Optimum Moisture Content -A.S •. T .M. D-1557-78 • Density of Soil In-Place -A.S.T.M. D-1556-64 or A.S.T.M. D-2922. All densities shall be expressed in terms of Relative Compaction as deter- mined by the foregoing A.S.T .M. testing procedures • PREPARATION OF AREAS TO RECEIVE FILL All vegetation, brush and debris derived from clearing operations shall be removed, and legally disposed of. All areas disturbed by site grading should be 1 eft in a neat and finished apperance, free from unsightly debris • Any abandoned buried structures encountered during grading operations must , be totally removed. All underground utilities to be abandoned beneath any proposed structure should be removed from within 10 feet of the structure and properly capped off. The resulting depressions from the above des- cribed procedures sho~ 1 d be back fi 11 ed with acceptab 1 e soil that is com- pacted to the requirements of the Soil Engineer. This includes, but is not 'limited to, septic tanks, fuel tanks, sewer lines or. leach lines, SOUTHERN CALIF.ORN IA SOIL AND TESTING, INC. • • • • • • • • • • • SCS&T 25203 December 5, 1984 Appendix, Page 3 storm drains and water lines. Any buried structures or utilities not to be abandoned should be investigated by the Soil Engineer to determine if any special recommendation will be necessary • A11 water wells which will be aband,oned should be backfi11ed and capped in accordance to the requirements. set forth in the Geotechnica 1 Report. · The top of the cap should be at least 4 feet below finish grade or 3 feet below the bottom of footing whiche.ver is greater. The type of cap will depend on the.diameter of the well and should be determined by the Soil Engineer and/or a qualified Structural Engineer • When the slope of the natural ground receiving fi11 exceeds 20% (5 hori- zontal units to 1 vertical unit), the original ground shall be stepped or benched. Benches shall be cut to a firm competent soil condition. The lower bench shal 1 be at least 10 feet wide or 1 1/2 times the equipment width which ever is greater and shall be sloped back into the hillside at a gradient of not less than two (2) percent. All other benches should be at least 6 feet wide. The horizontal portion of each bench shall be compacted prior to receiving fi 11 as specified herei nbefore for compacted natural ·ground. Ground slopes flatter than 20% shal1 be benched when considered necessary by the Soil Engineer. After clearing or benching, the natural ground in areas to be filled shall be scarified to a depth of 6 inches, brought to the proper moisture con- .tent, compacted and tested for· the minimum degree of compaction in the , Special Provisions or the recommendation contai-ned in the preliminary soil investigation report. All loose soils in excess of 6 inches thick should be removed to firm natural ground which is defined as natural soil which possesses an in-situ density of at least 85% of its maximum dry density • SOUTHERN CALIFORNIA SOIL AND TESTING. INC. • SCS&T 25203 December 5, 1984 Appendix, Page 4 • FILL MATERIAL Materials placed in the fill shall be approved by the soil engineer and e shall be free of vegetable matter and other deleterious substances. Gran- ular soil shall contain sufficient fine material to fill the voids. The definition and disposition of oversized rocks, expansive and/or detrimen-. . tal soils are covered in the soils report or Special Provisions. Expan- • sive soils, soils of poor gradation, or soils with low strength character- istics may be thoroughly mixed with other soils to provide satisfactory fill material, but only 'with the explicit consent of the soil engineer. Any import material shal 1 be approved by the Soil Engineer before being • brought to the site. • • • • • • PLACING AND COMPACTION OF FILL Approved fill material shall be placed in areas prepared to receive fill in layers not to exceed 6 inches in compacted thickness. Each layer shall have a uniform moisture content in. the range that wi11 allow the compac- tion effort to be efficiently applied to achieve the specified degree of compaction. Each layer shall be uniformly compacted to the minimum speci- fied degree of compaction with equipment of adequate size to economically compact the layer. Compaction equipment should either be specifically designed for soi1 compaction or of proven reliability. The minimum degree of compaction to be achieved is specified in eithet the Special Provisions or the recommendations contained in the preliminary soil, investigation report • When the structural fill material includes rocks, no rocks will be allowed to nest and all voids must be carefully filled with soil such that the minimum degree of compaction recommended in the· Special Provisions is S O U T H E R N C A L I F" a R N I A S a• I L A N O T E S T I N G . I N C . • • • • • • • • • • • SCS&T 25203 December 5, 1984 Appendix, Page 5 achieved. The maximum size and spacing of rock permitted in structural fills and in non-structural fills is discussed in the soil report, when applicable • Field observation and compaction tests to estimate the degree of compac- tion of the fill will be taken by the Soil Engineer or his representativ-e. The location and frequency of the tests shall be at the Soil Engineer's discretion. When the compaction test indicates that a particular layer is less than the required degree of compaction, the 1 ayer sha 11 be reworked to the satisfaction of the Soil Engineer and until the desired relative compaction has been obtained • Fi11 slopes shal 1 be compacted by means of sheepsfoot rollers or other suitable equipment. Compaction by sheepsfoot rollers shall be at vertical intervals of not greater than four feet. In addition, fill slopes at ratios of two .horizontal to one vertical or flatter, should be track- rolled. Steeper fil 1 slopes shall be over-built and cut-back to finish contours. Slope compaction operations sha11 result in all fill material sh or more inches inward from the finished face of the slope having a relative compaction of at 1 east 90% of maximum dry density or that speci- fied in the Special Provisions section of this specification. The compac- tion operation on the slopes shall be continued until the Soil Engineer is satisfied that the slopes will be stable in regards to surficial stabil- ity • Slope tests will be made ·by the Soils Engineer during construction of the slopes to determine if the required compaction is being achieved. Where failing tests occur or other field problems arise, the Contractor will be notified that day of such conditions by written communication from the Soil Engineer in the form of a daily field report • SOUTHERN CALIF"ORNIA SOIL AND TESTING. INC. • • SCS&T 25203 December 5, 1984 Appendix, Page 6 If the method of achieving the required slope compaction selected by the Contractor fails to produce the necessary results, the Contractor sha 11 rework or rebuild such slopes until the required degree of compaction is • obtained, at no additional cost to the Owner or Soils Engineer. • CUT SLOPES The Engineering Geologist shall inspect all cut slopes excavated in rock or 1 ithified formational material during the grading operations at inter- vals determined at his discretion. If any conditions not anti·cipated in • the preliminary report such as perched water, seepage, lenticular or confined strata of a potentially adverse nature, unfavorably inclined bedding, joints or fault planes are enc·ountered during grading, these conditions shall be analyzed by the Engineering Geologist and Soil Engi- • neer to determine if mitigating measures are necessary. Unless otherwise specified in the soil and geological report, no cut slopes shall be ~xcavated higher or steeper than that allowed by the e ordinances of the controlling governmental agency. • ENGINEERING OBSERVATION Field observation by the Soil Engineer or his representative shall be made during the filling and compacting operations so that he can express his opinion regarding the conformance of the grading with acceptable ~tandards e of practice. The presence of the Soil Engineer or his representative or the observation and testing shall not release the Grading Contractor from his duty to compact all fill material to the specified degree of compac- tion • • • SOUTHERN CALIF'DRNIA SOIL AND TESTING. INC. • SCS&T 25203 December 5, 1984 Appendix, Page 7 • SEASON LIMITS Fill shall not be placed during unfavorable weather conditions. When work • is interrupted by heavy rain, filling operations shall not be resumed until the proper moisture content and density of the fill materials can be achieved. Damaged site conditions resu.lting from weather or acts of. G.od shall be repaired before acceptance of work • • • • RECOMMENDED GRADING SPECIFICATIONS-SPECIAL PROVISIONS The minimum degree of compaction to be obtained in compacting natura 1 ground, in the compacted fi 11 , and in the compacted back f i 11 sha 11 be at ·least 90 percent • Detrimentally expansive soil is defined as soil which will swell more than 3 percent against a pressure of 150 pounds per square foot from a condi- tion of 90 percent of maximum dry density and air dried moisture content e to saturation. Oversized fill material is defined as rocks or lumps over. 6 inches in diameter. At least 40 percent of the fill soils shall pass through a No. • 4 U.S. Standard Sieve. Transition lots: Where transitions between cut and fill occur within the • I proposed building pad, the cut_ portion should be undercut a minimum of one • foot be 1 ow the base of the proposed footings and recompacted as structu ra 1 backfill • • • SCJUTHE'.RN CAL.IF"CJRNIA SCJIL AND TESTING, INC. • I Title 24 on 12-UNIT APARTMENTS JEFFERSON STREET, CARLSBAD Method of Compliance: ~B 163/ Point System Zone 7 C81GI 27G-8300 MORGEN DESIGN INC. 1!12!!54 RONSON FIOAO SAN OIEGO. CAI..IFOFINIA g2'111 Mike Eghtebas -- t. - Attacment A Point System Compliance Goal for Assembly Bill 163 AB 163 Compliance Goal AB 163 Compliance Goal -~!.9!_Q_iSla!LflQQ!l ___ ____ Pac~!i!_Li~~.i!!!. FJ Q9rl __ C11mate For 1-Story For 2-or 3-story For l•Story For 2-or l-story Zone ~!ldin.g~--~!!.11~1!19~--_ Bu11d1!!.9!_ --~u11d1ns! ___ -- 1 O* -1 O* O* 2 -7 -13 -16 -16 3 J -6 -10 -3 -3 4 -9 -13 -10 -10 5 -3 -9 -10 -10 6 -5 -9 -11 -11 I (!) j @ -2 -9 -9 8 -7 -13 -12 •12 9 -2 -10 -9 -11 10 -8 -14 -15 •15 11 -7 -11 -12 -1·2 l2 O* -1 0 -2 13 -5 -11 -9 -11 14 -9 -13 -17 •17 15 -4 -8 -6 -8 16 -6 -8 -4 -4 *The AB 163 compliance goals for climate zones 1 and 12 ca1cu1ated to pos1t1ve scores, but the stand~rds requ1re no greater than a zero score (a zero point system score equals the energy budget··for the particular climate zone). ' ,,, 058;08 R2 3/28/84 VH/dr Attachment C Form 2 (Rev·hed 3/84) C 11 ma te Zones l , 3 , 5 , 7 , and 16 COMPLIANCE CHECKLIST . For Low-Rlse Residential Buildings (except hotels and motels) 'B.LOG. ffe \ Step l: Enter on the form the values for each meuure from your bu1ld1ng plan and speclf1cat1ons sheet. . . Step 2: Enter points on this pag~ while working through the paint system Building Shell Measure ~ *Total Floor Area • • • • • • • • • • • • • ••• -. ••• 1. Slab-on-Ground·; Perimeter O ft., Depth o ln. • , •• 2. Raised Floor R-Value ••• -.-.-•••••• ,--;-;-••••. , , , • 3. Celling Insulation or Constru~tion Assembly •••• , , , , , , Attic, Percent of Roof Over Condi t1oned Space >50 i ...• , • 4. Wail Insulation or Construction Assembly ••• -.-.-. , •• , Glazing; Total I Floor Area 5. North-Facing. 6. East-Facin'g •• 7. South-Facing •• 8. West-Facing. 9. Skylight ••• 10. Shading Coefficient (exclud1n9 overhang,) a. East •••••.•• . .... l,OL./.8tt2 t::;?;: R'."~-2 -ft R•:::n:: b. South. • • •• c. We~t .•••••. d. Skyl fght ••• : •••••• Horizontal South Overhang Length. Movable [nsul ati'on, i Floor Area •••• lnflltratlon (Indicate Standard, Medi1.1111 o.t:,osc . ~SC,., 2:£J!LSC • ..tta,_SC ... . . . . . . . . . . . ll. 12. 13. 14. Thermal M~ss . ')-'2, ft • ~I or1Tgiit) ... . . . . . . . . . . . . . . . . . ...... . !,TD Exterior Wall Thermal Mass Area, Heat Capacity, R-Value Interior Thermal Mass -ft2 -HC R• -•••••~•• -, ............. t ,_.._ Area, Heat Capacity, R-Value iY\~'!~ i:'Y9 ~ft2• ~~HC, R--~ HYAC System** 15. r.~, FurnftCP. (Snn,nnftl Efflct~nr.y) ••• , , , • , , , , , ' .. ' . ' •H,ut. Pump (Enf'r•Jy F.fftct~ncy RHl11) •• ,,, , , , ,. *R1rrtq1rftt1on Coollnq (~~ft,nn~l Fn~rqy Erflctnnr.y fl.Hto) ••••••• I I t I I 16. Active Solar (Net Solar Fraction, t) 17. Zonally Controlled Electric Resistance Space Heating . ·, .. / Domestic Water Heattng** 18. 19. Solar WI th Gas Back1,1p (Net Solar Fraction, i) ••• Other Water Heating (Describe type) Point System Comp11an•:'! Total.·, •••••• , *Check\ 1st items; not a po1~t sy.stem measure. "*Attach documentation for efficiencies and NSF. I t I I ( Yes/No) . .. )'.7\ SE ::::sm:)ER ....bl.&_SU'.R -blA-INSF ...t:i.Q_'· 0 1 __ I ; . ----'-"'-"--· .. . .. _.__~---... ·- 058:08 R2 3/28/84 VH/dr At tachrnent C Form 2 {Revised 3/84) Climate Zones 1, 3, s, 7, and 16 COMPLIANCE CHECKLIST t$L Db. :\=\= 2 For Low-Rise Residential 8~11dings (except hotels and motels) Step 1: Step 2: Enter on the form the values for each measure from your bu11d1ng p1an and specifications sheet. Enter points on this page wh-ile working through the point system Bu 1ld1 n_g She 11 Measure ~ *Total Floo.r Area • • • • • . • • • • • , ••• , • .., ••• 1. Slab-on-Ground; Perimeter C?. ft., Depth o in. , ••••• 2. Raised Floor R-Value ••• -:-:-"":-••••• ,-;-:-•• , , , • , , 3. Ceiling Insulation or Constructi'on Assembly • , , , , , , , , , Attic, Percent of Roof Over Conditioned Space ~i • , , , , • 4: wa·11 Insulation or Construction Assembl.y •• , •• , , • , Glazing; Total f. Floor Area s. 6. 7. 8. 9. 10. North-Facing •••. 2-7 f. East-Facing ••• ~f, South-Facing ••• ~l '.lest-Facing ••• o. f. Skylight ••.•• ...,e__f. Shading Coefficient (excluding ove~hang) a. East. • • •• ~ 8S,3 ff~ ~ft2 ft ~ft~ ·-ft P.2.!!.!?.!! Triple i'"2 1"2 ft2 ft2 2 · ft2 rt2 ft ft2 ft2 ft2 . . . . . . . ' 3\0f, ft2 R• o R•:lii: R~-,¥-,t2 R•::::U:: b. South •••••• r.?.60 SC ~SC ~SC ...t!B...SC .2A..._ft ..... . . . . . . 11. 12. 13. 14. c. We$t •• · •••• d, Skylight ••• : •••• Hori zonta 1 Sou.th Overliang Length. Movable Insulation, f, Floor Area. lnf'lltrat'fon {inrl1cate Standard, Medium Therma 1 MHs 0 1 0 i=""TTgfi t ) .. . . . . . . . . . . . ..... .... . . . .. . . '06' Exterior Wal 1 Therma·1 Mass Area, Heat Capacity, R-Value • • • • • • • -=--ft2, ..::.,_HC, R·-=- Inter1or Thermal Mass ~ Area, Hea't Capacity, R-Value .t'"!\~"(l; f.~J \C\9 ft2, .z:1:._HC, R-~ HVAC System*" 15. • • . . . . . . Ga'l Furnace ( Seasonal Effie !ency) , , •. *Heat ~ump (Ener~y Efficiency Ratio) •• •Refrigeration Cooltnq (Seft!Onal Energy Efficiency Ratio) ••••••• Active Solar (Net Solar·Fract1on, f.) Zonally Controlled Electric . .. ' ... ' ' . . ' . . . . . . . . . 16. 17. . . . . . . . Resistance Space Heating . . ., . . . • • Domestic Water Heating•• 18. i9. Solar With Gas Backup (N@t So-lar Fraction, S) , .,,.'I\) , Other Water Heating (Describe type) ~ (YU/No) . . . . Point System Complian~e Total.· •• , •••••• , •• , , *Cfieckl ist items; not a point sy,tem measure • . "*Attach docume11t.atirrn for eff1c1P.nr.iP.~ and NSF, ....li.fLSEER :BA:..)NSF fr: ~ .:U... _£_ • ·- ~.ii!(,,1~ ................ .., /Glui•a I S!npeOlua 6mm(l/4in.)Clear · 12 mm (1/2 ln.}Ciear 6 mm(l/4.in,) Heat Abs. 12 mm (1/2 in.)Heat Abs. RefiectiveCoated 't1ble31 (see manufacturer~· literature for exact values) Jnsulatina 9lus 12-mm(l/2-in.) Air Space c_tear Out and Clear In Heat Abs. Out and Clear In Shading Coefficients for Single and Insulating Glass with Draperies Glass Trana. 0.80 0.71 0.46 0.24 ...., 0.64 0.37 Glau SC* A B 0.95 0.80 0.75 0.88 0.74 0.70 0.67 0.57 0.54 0.50 0.43 0.42 0.60 0.57 0.54 0.50 0.46 0.44 0.40 0.36 0.35 0.30 0.25 0.24 0.83 0.66 0,62 0.55 0.49 0.47 SC for lndu l._c-1-' ··,~n Fig. 17 .. (' I) 0.70 () £,~ 0.66 !I.bl 0.52 0.49 0.40 0.39 0.51 0.49 0.42 0.41 0.34 0.3-3 0.24 0.23 0.58 0.56 0.45 0.43 ,' 0 F i 0.5S 0 .. 6 0.52 0.46, 0.44 0.38 0.36 0.46 0.43 0.39 0.38 0.32 0.30 0.23 0.23 0.52 0.48 0.41 0.39 G H 0.50 0.45 0.48 0.43 0.41 0.38 0.34 0.33 0.41 0.38 0.36 0.34 0.29 0.28 0.22 0.21 0.45 · 0.42 0.37 0.35: lteflectiveCoated 0.40 0.38 0.37 0.37 0.36 o.34 0.32 0.31 0.29 (see-manufacturers' literature 0.30 0.29 0.2K 0.27 0.27 0.26 0.26 0.25 0.25 J 0.40 0.35 0.39 0.35 0.36 0.33 0.32 0.30 0.36 0.33 0.33 0.31 0.27 0.26 0.21 0.20 0.37 0.35 0.33 0.32 0.28 0.28 0.24 0.24 _ for-enctvalues) 0.20 0.19 0.19 <UR O.IR 0.17 0.17 0.16 o.,_16 __ _,.._--.-__ ., ........ wtc~nun,ery. 1~i (~) ~-61-.-1 ---·--··r I t-· 0.15 0.15 ·0"Slllldllla Coefllcleat •ii'I• fOI' Ille SC U.. la Pia. 17 ror repre>cn111lve alulnp. Sublll1u1e !or Sl' md•~•ll•" in 1'11. 17 ••luo, on the line of the 1l11in1 .. 1oc1ed. . , / YARN · fJo \ I SHADINO COEmCll!NT INDEX U!TTl!R• . lO. REFLEC:rANCE . (D l OLAZIIIIO INDICATED INT ABLE 31 DllAPERIBSARE 100-,. FULLNESS (El (Fabric width two tlm• draped width) t-f'1r-+\t~~-ftr'--it-?-P'\'"tl'i~ ,.P Nc!tel: (Fl r-~~Mi-t-rkt'f~~,Ylii~·~~-fJ I _. I, ~ Coefftcltnll are for draped . fabricl, ll~ii,iiiill~l-:lio! 1,,0 2. Other properdel an !or fabrics in nat arialtatloa 3, Uee Fabric a,n~ and Trana- . mlttlacll to obtain accurate Shadina Coerflcleata. ~. U•Open-and Yam,Refl~ceor 0pennCla and Fabric a,nectance 10 obtain !ht Varloua Enviroamerual Clwacterietlca, or to obtain Ap- proximate Shadl.q Coe!ridentl, CLASSIFICATION OF FABRICS J • OpmW•v• II • Simi-open W•ve Ill• OCJNdWeave D • Dark "Color" M • Medium "Color" l:._ • µpt "Color" ,QPfN •• ', ' WUY( • -· l'AIIIIIC. - I OV[llt ,,.,. lo S(MI-· o~r,. W[AV( FA~PIIC . 1,Z,'I', Cl.OSCO W(&Vf P'A9111IC m 0-1% OAlltl<-COI.OflEO YlAN •0 O· 2,,-. • 1,. m,. MEDIUM-COLOIIIEO Y.ARN•Ail ,,,,o'JI. ,u:,uCUNCt or Y&IIIN llGHr. COLOfl(O YAIIIN•L ovc• eo'Y. ;,OURCE:: A~HRAE F'UND., CH.2G - • HOURLY AND ANNUAL BUILDING HEAT LOSS RATE owner project \=-A.~ ( "'t'fB u~\I "~' ?.,LP~:ft:-Jr) system type documentation author DESIGN TEMPERATURE DIFFERENCE For· AU Conditions Other Than the Following \2-12-SL+ date . HOURLY HEAT LOSS 70°F 38 °F • l:.Tw1 Tow.from Form 1 Form 2 checked by date 32. ____ oF \h For Insulated Floor Oyer Vented Unheated Space ••••••••• Line 1 + 2 •• • l:.T w2 2 __ ..;..;;;;._ ___ 0 \\ For U.ninsul1ted Floor, Over Vented Unheeted Space •• , •• Line 2 -~°F •• • l:.Tw3 3 --"'-'-----0 CONDUCTIVE HEAT LOSS Oescrtptfon of Assembly Glazing Area, tt2 or Length, ft ,2., . Wall ____________ ...,b_3 ........ \ __ Ceiling/Roof ____________ _ Floor __________________ _ Other _...,_..,.. ___________ "=>_L\..1..._.,... U from Form 1, or Fi,from Table 4·1 X l •-} X X 0.08 X X X X X X X X \-~ X X INFLITRATION (Enter O or:, Line 5 If there 11 positive ventlletlonl Framing i:i.Tw Factor from from Table 3·6 above X \.0 X 32. X X X },\3 X 32 X X X X X X X X X X X X l!C X X ~.o X -32.. X X X X Subtotal 4 ___ q __ s._2.=------ft2 x __ B ______ ft x ~Oc..;.., c;,_...~-=e'--_ x _~_2. ___ °F • 5 Gross Floor· Area Weighted I from Tablel-7 l:. T w from Avera9e LI l Cellln9 Height ne VENTI LAl;IQI\I (Enter O on Line 6 if there is no positive ventilation I -_4 ___ '2.._S,_9 __ Btu/hr • • \ B '2.. E> ~ --• • • --• • _9 ___ "3_C\_'5 __ Btu/hr 4-?>8J ____________ ftl/min x _______ °F x 1.08 • . Ventilation Rate from l:.T w from Line l ••.•.•.•.•••••• 6 ·==--=-===== C.lcuiatlons Subtotal 7 _\_3_,_S_O __ Btu/hr DUCT HEAT LOSS (Enter O on Lin!! 8 if there are no ducts) 0.15 x Lirie7 • 8 TOTAL (Line 7+81 qr, 9 ,;;;;:::\:;:;:i:::>:;:;8:::::;4:;;;;J=:::: Btu/hr - - - --------------- HEAT TRANSFER COEFFICIEN PROPOSED CONSTRUCTION ASSEMBL V ~OT R.?R COl--.!5TF?UCTIO~ Sketch of t;onstruction Assembly WEIGHT: ( 2.!J Check one:. WIii Roof - l=loor ~ 1. 1/Z" t;YP. WARD 1 R'-30 3. Al~ ~F'ACE=' •. V2" ?LYwooo !. R0OF"·H.lb e. 7. a lnsi:!t Sur'fact Air Film Ou,sid• Surf1ce A,r Film Tot'lf "••lftllnee ,. , U.Valut 0/A,I Form 3 A 0.45 -- 3Q.O aao Q62 I, &q <211 ""''"' ~~, """"' qo2.9 - - - I HEAT TR,ANSFER COEFFICIENT PROPOSED CONSTRUCTION A4>SEM8l Y Form 3 · ~OT FOR COJ5TRUCilOtJ w-~~ t+-+---1 J....__ .... Pit-+--2 1;:=a::;.:__~lf" ....... -3 C °''ck one: .....Lw,11, w,,,,,, c25 _ __...c,lling/Aoof _ __.Flom 4 List of Conitru~lon Components 1. 0,5 gypsum wallboard 2. 3.5" mineral fiber 1nsu1at1on 3. bu11d1ng paper 4. w1re reinforced stucco 0.875" 5. 8. 8. ln1ld1 9urf11.'e Air ,nm Outside Surface Air FIim Total Therm1I Re1t111nce (Rr) 1/Ay. Overall Htat Tran,ftr Cotfflcl1n, (Ut .,. ~.4S , 11.00 _0,06 ., 0.18 -·--- • Q,88 .... '"'""' • 0.]7 '"'""' l'l•atlnt 0.080 I,, ( ( l Typical Applications ---.--~~~~-c.. ·. ! ---.. . .- Cloeet Installation with cooling coil and · ·electronic air cleaner. !11IIIOl"1!1MI IM8t~lli,tln11 with ooollnu coil, return ah 01blne1 and power humiolfl•r. --· ------- -.,,.,, G16 SER(.ES CONSERVATOR® ID VP-FLO.GAS FURNACES 50;000 to 100,000 Btuh Input Add-On Cooling -1 thru 5 .Nominal Tons Aluminized Steel Burners Lwnno,c DURACURVE'1 AlumlniHd Steel. HHI Exoh11nger Lennox G16 Series -Up-Flo Gas Furnaces Feature High Efficiency Operation and Installation Versatlllty · ... • · ENGINEERING DAT A HEATING UNITS GAS Page 9 October 1983 The G1_6 series line of gas fired furnaces include Sil( models (natural mounted on the flue collector box on the outlet of the heat ex• gas or LPG) with Btuh input capacities of 50,000, 75,000, 100,000 changer. The furnaces can be vented vertically or horizontally as and energy efficiencies {AFUE) of 89% or above. Compact, a dedicated vent or vertically as a common vent with another ap- •tandard size cabinet size, with side or bottom return air entry, pliance. A sidewall vent termination kit is available for horizontal will allow installation in a basement, closet, recreation or utility vent applications and must be ordered extra. room. Optional return air c11hinets 11re availahlP. to simrlify return air duct connection to the furnace. The matching return air cabinet may be installed on either side of the furnace. Lennox add-on evaporator coils, electronic air cleaners and power humidifiers can easily.bo_added to the furnace for a-complete all season installation. Units are equipped with the igas saving automatic POWERLITE',.. pilot ignition system. Pilot flame is en only during main burners _ op,rutlng cyclon .. No rictJd to shut uff pilot dminu 1111 cond1tinnir1n 1oason. F_lue draft will be created by a induced draft blower Glfi r.orin11 furn11ce11 mo dfl!;i~n cnrtlfied by A.G.A. Laboratories and ratings are certified by GAMA. In addition, units have been rated and tested according to Department of Energy (DOE) test procedures and Federal Trade Commission (FTC) labeling regula- tions in the Lennox Research Laboratory. Blower data is from unit tests conducted in the Lennox Laboratory air teijt chamber. Units are shipped factory assembled with all controls installed. Each u11it'ii1 fo.:tory 1oi11 oporntocl imiurinu propor oporntion ln11tnllm hns only to make flue vent, gas supply and electric1:1I connections. SPECIFICATIONS -·-· Mode, No. G1602-50 G1603-50 G1603-75 'G1604-75 G1604-100 G16Qf,-100 Input Btuh 50,000 50,000 75,000 75,000 100,000 100,000 'Output Btuh 41,000 41.QO(l 61,000 61,000 81,000 81,000 tA.F.U.E. -~ 81.0% 81.0% 80,0% 80.0% 80.1% 80.1% Temperatµre ~se ra~,1:e (°F) 35 -65 20 -· 50 35 .~. 65 25 -55 35 -65 25 -55 High static· cert\fiod by AGA On. wgl .50 ,.75 .50 .75 .50 .75 Flue size (in. diameter! 3 3 3 3 3 3 Gas piping si.ze I.P.S. (in.) natural or LPG 1/2 1/2 1/2 1/2 1/2 1/2 Blower motor horsepower 1/4 1/3 1/3 1/2 1/2 3/4 · Blower v,,heel nominal dia. x width (in.I 9 x 7 10 X 7 10 _x 7 1Q )( 8 10 X 8 12 x 12 Net filter area (sq, ft.) & cut size (in.I (5.8) 36. X 2~ X 1 (5.8) 36 X 28 X 1 (5.8) 36 X 28 X 1 (6.6) 40 X 28 X 1 (8.9) 52 X 28 X 1 (8.9) 52 X 28 X 1 Ton,s of-cooling th.at can be added 1, 1-1/i or 2 2-1 /2 or 3 2-1/2 or 3 3-1/2 or 4 2-1 /2,3,3-1 /2or4 4 or 5 Shippir19_:w_eigl:it Obs.) 160 16!? 170 195 240 260 Number of packagfl)I in ~hipment t i 1 1 t 1 Electrical chara<:teristics 120 volts -60 hertz -1 phase !less than 12 amps) -All Models R~turn Air !Model N<>. RA 10-16-49 RA10-16-49 RA1P.16-49 RAl0-16-49 RA 10-16-53 RA 10-16-53 I Cabinet JOptionall I Sh[pping Wt. libs.) 54 '54 54 54 56 56 r *_LPG Kit -Qpticinal LB-33151CAD (All Models) .. \. tAnnual ·Fuel Ut~ization ·Efficiency based on DOE test procedures and according to FTC labeling regulations. *LPG-Kit.must.be ordered iixtra for field changeover. -~- 0 A.G.A. INSTALLATION CLEARANCES Sides 1 inch Rear 1 inch Top 1 inch front 6 inct,es .. Floor Combustible •vent •4 inches •This is clearance-to all vent pipes except type "B". Type "B" vent clearance is as listed by U.L. NOTE -Air for combustion and ventilation must conform to the methods outlined jn American National Standard (ANSl-2223. n National Fuel Gas Code. HIGH ALTITUDE DERATE If the heating value of the gas does not exceed values listed In the table, derating of the unit is not.required. Sho.uld the heatinQ value of the gas exceed the table values, or if the elevation is greater than 6,000 feet above sea ·level it will be necessary to derate the unit. Lennox requires that derate conditions be 4% per thousand feet above sea level. Thus at an altitude of 4000 feet,. if the heating value of the gas exceeds 1000 Btu/tta, unit will require a 16% derate. · Elevation Above Maximum Heating Sea Level (feet) Value (Btu/ft') 5001 -6000 900 ,4001 -5000 950 . 3001 --4000 1000 2001 -3000 1050 Sea .Level -2000 1100 I DIMENSIONS ·(inches) G16 SERIES FURNACES 17-314 ,-~----,-----, :. 22......--....: I• ' ,I I' D lllTVIIII AIII 1 __,--FlUIOUTlO 17-1•1 -u.ettJ i,.;,2 UI ti : j I~•~':! : 1 ., lMnomJ 1 J1 .... .__~_; ... 2-.,..~"--... ---~:--~1 ___ ..... 1 n ,, "••u1n Atf Model No·. A B C G1602-50, G1603 50 49 1~-1 / 4 '14 1 8 G1603-7~ 01604,75 49 21-1/4: yj.18 G1G04 100, G1tl05 too ',:) 2il 1,,f ;i,j f ll ... c::, E .11-, fletvm lu, D ,E F G 14 11 2·5/8 5-1132 1.4 14 J-51!3 7-17/32. ru ~-I ;! -g, u ro, ·:it '---· RETURN AIR CABINET 174-1 14 IIETUIIN AIII 01',NlNO ~ --------, ' I I z u.,,,___.,.i ~ I I IIUUIIN All : I l l(NOO(OUT I . ~ lbothsidesJ t L....: ______ .J NOTE -flflum Air C.binet 1hlpped knocked _, end mult be flold~. U..-..-----..UI-L ,,.,7 Model No. RA10-16-49 RA10-16-53 A 49 53 B ' 14 18 I • ~- BLOWER DATA -G1602-60 BLOWER PERFORMANCE Extornal S.tatlc f,i,· Volume (cfml @ Vari'ous Speeds G1603-50 BLOWER PERFORMANCE External Static Air -Volume (cfrril @ Various Speeds Pressure High Medium Low (in. wg.J Pressure High Med-High Med-Low Low Un. wg.) - 0 1240 980 600 0 1585 1320 1100 945 .05 1225 975 602 .05 1575 1310 1095 940 .10 1205 975 605 .,10 1560 1300 1007 935 .15 1535 1285 1080 930 .15 1185 970 605 .20 1510 1265' 1070 925 .20 1165 970 605 .2~ 148> 1245 1060 920 .25 1140 965 6QO .30. 1445 1225 1045 910 .30 1115 955. 59!> .40 1380 1175 1015 890 .50 1300 1125 980· 856 ;40 1060 930 580 ·' .60 1205 1070 905 800 .50 990 875 550 .70 1080 1025 780 700 NOTE -All cfm·is measured external to the unit with the air filter in place. NOTE -All cfm·is measured external to the unit with the ajr filter in place. G1603-75 BLOWER PERFORMANCE G1604-75 BLOWER PERFORMANCE .. External Static Air Volume (cfml @ Various Speeds External Static Air ·volume (cfml @ Various Speeds · -PreHure · High Med-High Med-Low Low (in. wa.J .Pressure High Medium Low (in. wa.J 0 1560 1265 1055 910 0 1815 1420 1130 .05 1540 1250 1047 910 .05 1790 1415 1145 .10 1510 1240 1040 907 .10 1765 1410 1156 .. .15 1485 1zz5 1030 905 .15 1740 1405 1160 .20 1456 12.15 1!)25 900 .20 1715 1402 1160 .25 1425 1Z,O 1015 895 .25 1680 1395 1155 .30 1~ 1185 1000 885 .30 1655 1390 1150 .40 1590 1365 1130 .40 1325 1145 970 860 .50 1500 1325 1110 .50 1245 1090 925 815 .. 60 1356 1230 1090 .60 1130 985 830 700 .70 1165 1100 1065 NOTE -All cfm is measured external to the unit with the air filter in place. NOTE -All cfm is measured external to the unit with the air filter in place . . G1604-100 BLOWER PERFORMANCE G1606-100 BLOWER PERFORMANCE External Static Air Volume (cfml 1 @ Various Speeds External Static Air Volume (cfml @ Various Speeds i Prt11ure High Med-High Med-Low low Un. wa~) Preuure I ·(In. wa.l High Mtd,Hlgh Medium M1d·Low Low . 0 1980 1575 1370 1000 0 2835 2560 2290 1945 1700 .05 1970 1560 1355 1Q65 .05 2820 2.535 2275 1930 1690 .10 1960 1560 1350 lO(i() .10 2790 2515 2265 1910 1675 .15 2760 2495 2230 1895 1650 I .15 1940 1545 1350 1060 .20 2740 2475 2210 1875 1630 I .20 1910 1540 1345 1060 .25 2700 2450 2185 · 1860 1515 I .25 188) 1530 1345 1060 \ .30 2670 2435 2160 1840 1595 ·-.30 1850 1520 1340 1060 .40 2600 2390 2110 nm 1550 -.40 1780 1490 1330 1055 .50 2535 2340 2050 1750 1500 .50 17iO 14'\0 1290 1040 .60 . 2450 2280 1985 1700 1450 .60 1670 1350 1·230 990 .7) 2380 22.10 1910 1645 1390 .80 2290 2130 1830 1580 1310 NOTE -All. elm ii meaaured iix11111ial 10 1he'11nit with the a11 filter in place. NOTE -All elm is mea,urtd extemal 10 the unit w11h the ,ir fij1e, in ~e. EHB·M .e 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009-4859 0 . ' <ttitp o! <ttarl~&ab · · · . COMMUNITY DEVELOPMENT May 28, 1987 Robert J Lewis California Builders PO Box 142 Carlsbad, Calif 9200·8 12 UNIT APARTMENT,,2659 JEFFERSON, 86-161-1 & 2 . \ ~ .. On April .6, 1987, you wrote to me a.sking that certain gr.ading· and other site work on the subject prope.rty be given credit towards the maximum required cost fo'r handicap accessibility for apartments. · After several discussions we have .determined that you have spent $3,365 for work that is.requited.because.o~'the.handfCap~ regulations. · · You have four apartments that .are accessible, and you are required to pay no more than $774 per unit to satisfy the regulations, or a total of $3,096. In order .to avoid anymore checking and double ·che.cking of your figures, this letter will certify that you have complied with the regulations for apartments titled A NEW HORIZON, revis~d September 1985, provided. you supply one ·unit with all the -items required by these regulations, including entry ways, corridors,. switches., outlets, kitchens, ba.throoms. cd TELEPHONE (619) 438-1161 2075 LAS PALMAS DRIVE CARLSBAD, CA 92009·4~59 <ltitp of <ltarlshab COMMUNITY DEVELOPMENT Apri 1 29, 1987 Robert J Lewis ~alifornia-·Builders PO Box 142 Carlsbad, Ca1if 92008 HANDICAP REQUIREMENTS FOR 12 UNIT COMPLEX AT 2659 JEFFERSON . . On April 6, 1987, you wrote to me requesting that I agree that you have complied with the 11 cost cap!1 provisions based on the written 1 i st of expenditures in that 1 etter. Carter Darnell, in my office, telephoned Mr Lewis on April 10, and requested substantiation of -the cos.ts listed. For example: Why was the grade raised _three feet? How do the ;reta i ni_ng wa 11 s apply to the.handicap regulations? his letter is to inform you that my silence between April to y does not indicate approval or·concurrence • . ~j(L 7 MARTJN ORENYAK' D!RECTOU 4-- cd 10 and ' TELEPHONE (619) 438-1161 ~J,o ea&juenla lJtdtrleu -k.v.-'Ui P.O. Box 142 Carlsbad, California 92008 70 '7>~~T7k='J"$ 434-3125 4- Ap:,::-il 6, 19'87 Mr. Marty Orenyak Director of Community Development City of Carlsbad Re: HANDICAP ACCESS/ADAPTABILITY REQUIREMENTS FOR 12 UNIT COMPLEX AT 2659 JEFFERSON Dear Mr. Orenyak, This week Charlie Rowe of California Builders and I were discus·sing with Mr. Carter Darnell of the Carlsbad City Building Department the handicap adaptability requirements for our project. We-have had input from a number of sources, and everyone has something new or different to add with the net results being s·omewhat confusing. Mr. Darnell said that the New Horizon Specifications for adaptability is very spe- -cific in that it limits the co~t to a developer to $774.00 a unit for providing access/adaptability. He suggested we call Mr. Gordon Carleton (916-445-9471) of the California Department of Housing and Community Development for further assistance with this. M~. Carleton confirmed what Mr. Darnell had said and detailed to me, items which can be claimed as a credit against the $774.00 figure. He said that any costs the builder would incur to provide access/adaptability over and above normal costs would be credited. This would in-. elude items such as: *Providing backing for future attachment of grab bars *Extra costs of 3'0'' interior doors *Handicap hardware *Extra square footage required for minimum clearance in baths and kitchens *Extra concrete for clearance outside front door *Site grading/$oil import/retaining walls to level site so that stairs could be eliminated and re- placed with ramps RECEIVED APR 71987 -1-CITY OF CARLSBAD Building Department ... After our conversation I ran some cost calculations based on the criteria I had just received. These calculations are detailed below: *Backing $10. x 6 baths = *Doors $ 5. x 6 = *Hardware $50. x 4 units = *Extra S.F. 5 S.F. x $33. per ft. x 4 = *Front Door Landings 16 S.F. x $2.50 = *Soil Import & Placement 1173 yds x $7.50= (Raised Grade 3') *Retaining Walls ·3 ft high x 250 l.f. x $15= Total 60. 30. 200. 660. 40. 8800. 1125.0_. $21040. Our building has four accessable units. and at $774.00 per unit the total requirement is $3096.00. As you can see our costs are well in excess of the required amount. Based on these calcs, we have complied fully with the access/adaptability requirements and we should have to provide no further items for acceptance. We need from the city a concurrence with our f igure_s before we can proceed. Charlie Rowe or myself will be in contact with you regarding this. Thank you for your assistance. Best regards, Robert J. Lewis RJL/mew -2- .. .. POOR . . . - .· QUALITY· . · }. ' f~ ~ -r" ' I. ·.. ORIGINAL S . .