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Home My WebLink About2221 RUTHERFORD RD; ; 85-12; Permitr I I[ ~--z-0 q, ri: ~., APPLICANT TO FILL IN INFORMATION WITHIN SHADED AREA AND DECLARATIONS. ·-1: USE B~LL P_OINT PE~ ONLY &-_P~ESS HA~D _ [j I hereby afflrm,that l•,am,Jlcensed,unde( ' • CARLSBAD B,UILDING D~PART~ENT APPLICATION' & PERMIT pmvliilons_ of Chap\er 9 (commencing with 1200 !=lrp, Carlsbp.d,, C~lifqrnia·92008-1989 (619) 438-5525 , Section· 7000) of Division 3 of the Business -_," , , : '~ and• ~rofesslons,Code, and my ,license is In ' BUSINESS LICENSE# PERMIT NUMBER • 'll. full force and.effect. _____ 'l;~~~~~~~~~i~~~~~~~-;~i--z::-:--:__:_QZ~~~~~'.!:~_:_~_;,. ____ J_g~~~~~~~ -/ -z7· z_· ~ Uc 1i' Class I ,<d , .-/ I ... , I ·1 -(.....,-' o , I h~reby af0rm that i am exempt from the Contrac-l " -tors ~,cense·Iew for ·the following, reason (Sec. 7031.5 l-='.".""::-':-'.":--,,..,--,---,-L-,+-~;-'---:---...;;;.-~-,--1-..,.._..,.. __ -,-,_.,,... __ .,,._.,,--..,..-----1 A"71-=J' E, Professions Code: Any city or county which re-'~2J£.~~fl~~'(.__£_.1_~~~~~L-...:.. __ .,,...~~~~::_~~~C--l---.,...:----~~JJ:.Z.~:_..,... _ _,_ ___ ~ GJ nit_ to construqt, .alter, ·improve, demolish, or \ · i • ,# • /1-f-rep~rl"any_~tructure, prior to ,ts issupnce also requires tpe~p-.;;..-:::.,,.A_,,, J"~:.a-'7'.:;.., PLAN · o. I · phcant for such permit to file a signed statement thar he is I h~-"":~!':-£-£.L.L.-!--==-!.S'!:.!!:_"7iL--"7--__;-____ L__-'--..:..--,--...L-,----1 1,censed _pursuant -to, the prov,sions ,ol the Coniractor's 1 . __,,,--' i;i License Law (Cttapter 9 ,commencing with Section 7000 of •· o Q1visiori 3 of th,e ~usiness an\f Prole~s,ons·Code) or that lS ex-, _ """"_er, -=---. i2/t.~4_?;.i~S STAN DARO PLAN # BUILDING SQ. FOOTAGE C, · empt _!11.erefrom,and the basis-tor the allegea exemp\ion Any, -~ , ~ v1o)ation:of Sectmn 7031.5 by an applicant-for a permit·sub· I ~~~;-;-;;:;:~';"";:~~~~.::...=:.....-__,J~~~,c_p.~--'Zt:2.~7 ,7;1~:..!:~;.;:=;~~;;t...--l -? -() 1ects \!Je'appl,c_ant to a civil penalty.oJ not more than five·Jiun· . J;,," ' dred ijollars.($SOO). · ••• I. DESIGNER'S PHONE D I, ·as owner of-th~ property, or my employees with wages I t:;:;;::=:;:=,~~r---------::;;;?.-..._ _____ ...... .,,____-'.,,___'---4----"-t -- as tt,eir·sole,compensation, wm do the work, and the struc-\· .ture i~.-not•intehded·or,oflered.for sal~ (Sec .. l044; Business . , 2/2U/Bb-):i2!1 I 94 8:1, 7:J c cu () , d. Ii,, -g .,. -!!!J: and Professions Code: The Contractor's License Law does I ! F/P' F LR ELEV. not_ apply to an o"iner of·pr~perty, who Hui/ds or improves \ thereon and,y,~~ dJJ.es. s.u~)I work t,1mse/f or \hrougb,his own _ ' - 0. <I'. 1 .>:: -\, --IC ·~ ,W employees, prov,ded.that,such improvements are-not intend-~ 1 v[:) NO ----·-,e~·oi offered-for, ~ale. ll{howev~r. the building or.Improve'. , -, -, , . -' -ment IS sold within one year of completion, theown·er·bu1lder ,CENSUS.TRACT GP LAND.USE 7es ·GflADING PERMIJ·ISSUED FjEDEV~LOPMENT ~,,, z ! jr will have the burden of piovmg.tfiat he,did-11ot build or im· I , I AB_EA C a: \/';. 0 f\ ~ IC j u w c, i -· ~- ~ II) z w 0. :IE 0 u II) a: w "" ~1· 3': ' ,pro~e fodhe pur~pse. ot,sale). , , · . J ,· .... , . 1 _ _ y ,0 N O v p N Not Valid· Unless Machine 'Certified D 1,_arowner of the property, ~m excJu_siyely contracting. ·j _ -·, :~1:i~~;;s;~/i~i\:~~~~~!0g~;}rnmh~~/o(r~:\.i~~~!,; { QTY., PLUMBING PERMIT -ISSUE-QTY. MECHANICAL PERMIT -ISSUE .f:1-SUMMARY/ACCOUNT NUMBER i;aw:d9es ,no1 ap~flel"OIJ)row,rty who ~4ilds ?[' ,m-, ·_ ' • , . · provert.hereurr;-anq'Wno c9ntr~cls for each pro1ects·y,~h a ! , • EACH FIXTURE TRAP INSTALL FURN DUCTS UP TO 100·000-BT·U BUILDING PERMIT t~W'actor(s) license pursuant to,the Contractor's License 'f' -, , ,""_ , __ ,.. , -_. · _ _ , --~----,-~ >· __ r EACH:Bu1Lo,1NG_sEWER ovER100,000B_ -,1u,Hcn1v111, D As a homeowner I am improving my home, and th follo_w-, ' · f"ll/"IJ.I nr-nl.11-r ingcond1t1onsexist: , , . -I ·EAGH'tJAHRHEATERAN,0/0RV, PLANCHECK 1.' Tlle work 1s'Hemg·pei1orl1ied.prior to sale. ,. .-' .• ·:t-,.,,___-'1---''",· . .-..· '-'-' -'-°'-~.:.; •• :--:-.--'-' --~_-'-'-"---="""------t------'--t-:--+"':------------:7"e:..-------+-----i--_.-_t---~-------c- 2.· 1 have lived' in' my -honie for twelve m nths\ '·t EACH GAS SYSiEM 1 T-0 4 TOTAL PLUMBING prior to CO{llpletion Of this Work , i t r -, 3. I hav~ not ·claimed, this exemption durin the \ • ELECTRICAL last three years. 1 ) t·1----1'--------7"',:,...--------~--+-------ir---,f--~--'.C'-7"',:,... _____ _ 8 pfc , l ,, ,, -----/ , t t, I ME XHAUST -H000/0,UctS ,., __ , __ ,,_,,,_ 7 · { _ \i RELOCA1'10N OF EA FURNACE/HEATER , .. ·-·-----· .. :,/' J,; l?J I hereby affirm that I OitVe a certificate of cqn~I J :SULAH to self,,;,sure, · or a· cert,f,_cate of work.a: -vf -TOT.AL MECHANICAL STRONG MOTION MECHANICAL MnRII l'Hnw: MnAll l'HnME PARK, INSI'_ ......... ·- Compensatmn Insurance. or a-certified copy there81!Y ( !-"·---'----, ~-_________ .-__ ___ .:..,.. __ _,_ ____ ....c_--JI (Sec. 3800. Labor·Code), ! TOTAL PLUMBING -·--___ , ..... ---1 . ·--.• . . . ',,, __ , .. ,,.,. __ ,,_ 1--IMI--sµl,Hl\lj,{I 1--MS ' "'. : QTY. EC.ECl'RICAL PERMIT -ISSUE .s-:::-. QTY. SOLAR -ISSUE PUBLIC FACILITIES FEE """'"E FEE Q Cert1f1ed copy ,s, hereby furrnshed CERTIFICATE. OF EXEMPTION FROM _ WORKERS' COMPENSATION INSURANCE (fh1s.sect1on need not-be completed 11 the permit Is for one hundred dollars ($100! or less) 11 I NEW CONST EA AMP/SWTtBKR I II I COLLECTORS SCHOOL FEE • DISTRICT ( -I 1 PH STORAGE TANKS I VUHOUUU r.~rlch~rf I E,XIST BLOG EA AMP/SWTJB ROCK STORAGE Eilcinita.s: ii I 1 PH / 3 PH / I _ ,II I Pl)MP '\. j I I REMOO.EL/A~ TER/ER CIRCUIT ~ PLAN CHECK FEE ., San Dieguito --San Marcos - 01-00-00-8220, 01-00-00'8221 01-00-0,0-8806 01-00-00-8222 01-00-00-B22-3 01-00-00-8224 01-00-00-8225 . 01-QO·QQ-8226 80-92-33-0519 01-00-00-8227 32-00-00-89l) 80-92-21-05~9 80-92-22-0519 80-92-23-0519 80-92-24-0519 b l' ~ert1fy that in tt}e performan~e qt th~ work for which this perrmt 1s issued, l,.·shall not employ any person in any manner so as to become subJect to the Workers· Comp1;nsahon Laws of Cahforn1a I AMPS l '---· ---,...~-----11---t-----------.:~---. --IFt:icENSETAxo1-001>.o-a1s2· ~ -::.J,,· --.;.. 0 Cf) Cf) Q) Cf) Cf) <I'. I ~- ,Q ai >- ui Cf) Q) () 0 ct cu <ii 0 ~ Q) () C ro C u:: C Q) E: CJ NOl:ICE TO APP~IC~-slf .• atter 111akinJ,l~1s C::er11 hcate of E1<emptIon. you stJOl!ld become sub1ecl 10 ~ , ·the, Workers"' Compensation prov1s1ons ·of tt,e Labor Code, you rriJst fbrthv-.1th comply with _such prov1s1ol1s-6r this ~~r~1t shalf be" deemed re\'oked J Ti,•. ,c;;c'll~1?:fi~y {3Cl'-'oi S)" '., MFF 80-!:!2:l57-0l5)9 t CREDIT DEPOSIT tB i TOTAL ELECTRICA'L TOTAL SOLAR TOTAL FEES PAYABLE ~.'"'4r-l-if-J.'-r;--'"'i':r.71/ ~-~ I , ·--Cf) l ,ci I "h~reby a_ff1rm that' there ·~ a constructton ffi lend1f'g agency tor th~ performarice of,the.work. for, :o • wh1cl),tl')~~-Perrt,1t 1s 1ssue9 (Sec 3097, C1v11 C_ode) / ffi -Lende'r'S N~me , : . :.~ , . ·-: • ~ ~ · ~ · ~ ' .. ' ' ' .,.,,_ , Lender's Address , _ -• , C ~-I HAVE CAREFULLY EXAMINED THE COMPLETED "APPLICATION AND PERMIT" AND DO HEREBY * AN OSHA PERMIT IS REQUIRED FOR E)(CAVATIONS OV,ER ', CERTIFY UNDER PENALTY OF PERJURY THAT ALL INFORMATION HEREON INCLUDING THE '5"0" DEEP AND DEMOLITION OR CONSTRUCTION OF "I DECLARATIONS ARE: TRl:IE AND CORRECT AND I FURTHER CERTIFY AND AGREE IF A PERMIT IS STRUCTURES OVER 3 STORIES IN HEIGHT .L ISS\JED: TO CQMPLY WITH AU,. CITY, COUNTY AND Sl'ATE LAWS-GOVERNING BUlLDING CON• j STRUGTION, WHETHER SPECIFIED HEREIN OR NOT. I ALSO AGREE TO SAVE INDEMNIFY AND ----- ' (' KEEP HARMLESS THE CIJY OF CARLS!:!AD AGAINST ALL LIA~ILITIES, JUDGMENTS, COSTS AND ~ ~ , EXPENSES \NHICH MAY IN ANY WAY A(;CRUE AGAINST SAID CITY IN CONSEQUENCE OF THE f:~,:;",ft',r:;:a.J':,,,,.v ,. • I_ GRANTING OF THIS P.ERMJT. ·• ' a ' -· I -- __. I . ~ "'II'/ n1. li ~I , 11-~j>,~· , ~ ·./~ I _., "'7:._· \/ TYPE BUI LOI.NG j ! ., 1 .J ., ? : FOUNDATION \ 1 .. 1 . --• REINFORCED·_ STEEL -;·,~' MASONRY I f GUNITE OR_ GROUT I FLOOR & CEll,.ING SldB FRAME I I . SHEATHING JtYROOF w SHa,AR FRAME: j i ~ EXTERIOR LA TH I ' INSl.,ILATION i INTERIOR LATH &-DRYWALL '( PLUMBING . _ I '. SEWER AND BUCO DJPUCO I 1 . ~-clii .,. .... ~~ -~ UNDERGROUND il?'WASTE D \/VATER TOP OUT D WASTE [;Jiw}TER TUB AND SHOWER PAN . ~' 'f9'- • 'i - l/ GAS TEST r~ ·--,, 0-WATER HEATER [J $0LARWATER '· ;_ -. ' ELECTRICAL ?, V ,-~. D ELECTRIC UNDERGROUND -l!(~FFER . ·\ ROUGH ELECTRIC I DATE 'h _ .. __ ,. M..J't:,.i '. - J . ~/J.J/r.> I . 4/2/~1-l f --•. ,+/CL/8J' ~-· D ELECTRIC SERVICE D TEMPO~ARY _ . D BONDING D POOL i ' I .,. ., ' .MECHANICAL i 0 DUCT & PLEM., D REF. PIPINµ ,{ { HEAT -AIR COND. SYSTEMS i1 VENTILATING SYSTEMS ,' ·1, 1 • --· .. : .... •. . -~-:... -,. 1 INSPECTOR ,,. µ,-. -. , - .A i2J.· .N -, ' '•. ·- ~A-~ • r.,,..--:--·- . i -. i . -) ;, p .. CALL FOR FINAL /NSPECT!aN WHEN ALL APPROPRIATE ITEMS ABOVE HAV . BEEN APPROVED; -. · FINAL }\ PLUMBJNG ,1 1 . -·, .. ELECTRICAL 'r ~IJ. y./ , j MECHANICAL 1' 'I ~/~ ~ GAS ~ 'j ".;," l ' . -.·;/4/ / ,./r, BUILDrNG '/ . l, . v· -~ ~ - SPECIAL CONDITIONS I /-:,, FJELD INSPECTION RECORD REOUIREO SPECIAL INSPECTIONS INSPECTION SOILS COMPLIANCE PRIOR TO FOUNDATION INSP STRUCTURAL CONCRETE OVER 2000 PSI PRESTRESSED CONCRETE POST TENSIONED CONCRETE FIELD WELDING ,.. HIGH STRENGTH BOLT$ SPECIAL MASONRY PILES CAISSONS ''"' .,...:z,;;_ •·_:;-', REQ. IF I INSPECTOR'S CHECKED APPROVAL I I ,:, ""- ·-. DATE - .. .:,,( .... ~5" __ , '2.,; y ,-~ ~ ,·--' ~-~';'!. ,:: '. . •. \ ' } I ~ I INSPECTOR'S _NQTES ~ ' ·, : .'--..,, ... , ;"''r_~-~---,.t:\ ~/z/t-1--_ .-.Tj;J91/0;{_ ~1Pt777~ I t</q<.:;>t_:',,;i~~ •.. { ( . \,...,.;·.,.,:,, ~ ~~ ,; -PnJ\"'G,-S -\ a/ ,it,_ ~, ----~...,· ,. '""".t,, ~~ -, ~:I'_,.. .. 1-/-i/~ -1JG-rA1,y1~(.., ~ ~ -"'T -~ ScurH ;..;;r:·-~~ 0-/::. -,,,4'1 j?..c; -'!!fl~/,_ $lAJ& ~~ I I -..... ~ 4 t~ _(_i___L\ "' . ! ·, , I f ...... ~ ..... "··" ,.. \ ; ~\ ~ ... ~ t··. f i\ ... .!. I_, {"' •. -;-·:.::- / ) r, ... ,; _) \5,:_ ' '. : :\ ..... ·,-~ '.!' .\ ' .,,, -.. ~ \ --.i ~-~-... '" -... .. ~-~ \ -~ \ :\ . -~ ·-:\ --- i. ...... ,.~-- .. ;-~~ ,, \ \ -\ .. ,_,. l ... -.,I cq { .. ~ .. • APPLICATION.FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM. CITY OF CARLSBAD 1·_-,.i, /1. .. 1, ,~--. ·1 ENGINEERING DEPARTMENT -., ~{ SE t11!.. .. ~-:;~/ 438-5541 ISSUED BY FOR APPLICANT TO FILL IN -pATE ISSUED BUILDING JJ~I " : '/ ~; ·< ...... . ~ ~--) . ·--ADDRESS .-. ' I ·I ~---~. ·; VALIDATION . ' .. .. . OWNER : ·it,, /f ,· -~1 _/;:-'·/( "' ... .• .1.......-.. ~ ! t / ,.· ' .•,. ;J.,. .I' '.·, ,. ,·ii"/{_,. , .. • ~-· ,J~ ·r it-t. MAILING ,. e •' ,;-' '·• < -. .',·,· Al .: .. v.·1'...f -~·· ;.:f 1c >:·. -;~-' ,, ''/ ADDRESS .• ; l ,,. ,• .. .. LATERAL CHARGE COMPUTATION CONTRACTOR \ .. ~ :. -:~' ,";,/ l ·' ~ ' ~·-:-· r ,,./ ' -<. .-(' ~ ct; I' /ft'·. STANDARD. 4" (Max. H. _3Q', v. 10') ) OVER 30' H. @ FT. -r r" ~ : ~ , .. "~ ........ ' ; .f·"'· ··/ ,i<-•"~--:~i:;-OVER 10' V . ·@ CONTRACTOR'S • ·ft /" • ,,.....-_.r FT . ADDRESS ,... ' , '·. ,·-... :·· ,·. .-. I , / I ~ ,'' '. I STANDARD 6" (Max. H. 30', V. 10') . ~ OVER '30' H. @ FT . NEW BUILDING ,::4'\ I EXISTING BUILDING I OVER 10· v. @ FT. LEGAL DES(;RIPTIO.,N TOTAL CONSTRUCTION COST . ,. . -":);J , ., / .. ., \ .... J l / .,, ' ,· , , SERVICE CHARGE (REPAVING ETC.) .. TOTA~LATERALCHARGE REMARKS: '7~ . I .,, LINE COST DATA ., I· , I ,,. : 1 If . " ' h -·ll~ ,;.;;.... ' " .• ASSESSMENT DIST. NO. ... " .. ') '1 -_/I ,;.,~ ~l F / .... , 1;,,:.f .,,-, ,.,. ; . I i'~--.t f..,;F."' • w·· . ..,.,...-l. FRONTAGE COST PER FT. TOTAL " •.J ·~·· .... ' • , ... ,- I OTHER . 1,.ATERAL LOCATION CONNECTION FEE i,-:, I .I ...: ' ' .. ;~ < (/) (/) NO. UNITS " COST PER UNIT:. TOTAL_ r " r f'\ PUMP STATION FEES '-.,I '-V NO. UNITS CO_S]'_ !'.{:Fil 1.:JNIT--TOTAL I l ----· -.. . ST. TOTAL CHARGES (LATERA!-ETC.) '· ,( LATERAL NO. INSTALLATION DATE -. V WHITE: Engineering GREEN: Finance YELLOW: Sanitation Plr,JK: Building GOLD~NROD: ~ 13.c.,t k:\_t:,-~ ... , ...... ,-.,,..., __ , .. ,,.· .. , .. ,, ... \,.;.:,<--'.'"I"'·'-·''"--~"····.··'-· _,.,,<,..,.,..,~--_.,.. .. City of Carlsbad -, . MISCELLANEo!J!r 1200 ELM, CARLSBAD, CA 92008 • TEL. (619) 43l~~25 ~ FfECEI PT , - .A.-....... f :l '·~ i...., __ ' • _, i I . J Lr.f.Jo~b~-=::'.:: o<~.,1.1~ <:7-., ,~_.I C7" ::~-:::-:'. 1.'.::. ~-:J·-.Ur1..·~1 ·t:_ .. j_"!"::_. ·(:· ''f_~~Ji/~_1§· 1~-r~--f:._~~ J MISCELLANEOUS FEE R.ECEIPT ~ddress ~ f -· 7 f-([ ·1 i ~ -{-tC.,!,/ _!_a: .~r\.:tt,;.dt--1 ... Owner ~.,. , . .. ~ 'L:f _,....., D , f' ,' {T. I J -,".:.'::,,. . l----'-"---....!-.S'----"---'-'-~--------------11 Mailing / ,-· -, . • --··1 ,.rj .. -~ O Address I .,~. 1, ,' L / U 1 1/,. .'/. -~ -/--, -· ' ... __ ..,. , I,,,.~ l I,..,.,,,,. t- City , .. !Zip,-,, , .r. t_el.1:f J,f;.3/.,;,";;'.,.i?,.,., ··,1' I //_// ,;·.,,~) ... '· •.-/1'lJ0'4 /,J ., .1 } 1 ."" I-" --~-... ~--1 , r-, ,~ I Address ;,~ -7..-"t I I l1/"'-. • J Jt--:-..--r'/.J. r,(? D D D , __:. ft_~" ~ i'~~t-=J/\ Vl._./1/ ,~ ... l f.,.t#t -" 1------'-----"--'-'-~.:.,.-..e---'----------,r D City.· /LJ I I. I A ·7 • ' .• I Zipql/J_.{,i; Te17//lf 3/1-::2 :?....,_ . _;, 1 -17,,1/-((.).";:,;.. f, V-I 1'1' ~ _,. [j siate Lie. .) , / ·? 711 .., ( -, City / ,? "i /) s. Classi!·-· \ t/ ,,, ;.:v t,,,.f_-;;; I Lie. No. (?"~ / £-. I D COMPLETE FOR PLAN CHECK ONLY 0 D LEGAL DESCRIPTION lPJ :Z-b J LIV/T t I .0 ;1}~1CT .. ,~/. ID ·C,A,t.:':::8/\D ?l-Y-nf/#CJ/-o I .. ~ - l I 1 * PLAN CHECK F6E . . 01-00-00-8806 . . I-./J ;;:;:n ;,--V,~~ . VALUATiON. $ •1ftT /V, ~--- ~ I ¥ -I DEMOLITION~ .. ~--'-------,--~-t-~---~-t HOUSE MOVING-·-,-~-~---------1-~-........,.-'· -~· --t PARKS AND RECREATION FEE--~~~~-+----~--i PUBLIC FACILITIES FEE.c..· ------~-+----~---c-1 . ' SCHOQL FEE· DISTRIC:r ______ ---+--~--+··--1 Carlsbad ___ ~---------+------,-c'---1 I Encinitas ~-------,--;--.---t--------'i-'.-t ·San Diego_~--'-' ~· -----~--'---+--~--':'-' --'-I' \ San Marcos--~~~~-------+------~·'---1 t . CERTIFICATE OF OCCUPANCY ___ ~---1---,....,-~- n / ,,. ·-1. ASSESSORS PARCELNO. --------"-----~-- DESCRIPTION OF WORK co/,L..., <"f'JL7-LlP ' -SJ-)llL 'IPA .JL 1 I , ' PLAN ID NO. f' D ) ... ·' 1---'--'----------,--'---..,..j:'-~-'-·· ~--,-,_ ,,;:.., -I n n n n -0 D D . f , '' : ' j ·, '·· \ ' . t D.. , "i: ·;·, ------------,.......C.--'----",/.,,--',--~----1;\ Dl;SIGNER ADDRESS -·J/Jh -t.1-~ PHQNE . /'TT ':)/ :_;:o CONTACT PERSON l!JJJ r U_//'/j I • I D-~-,-i---,.....-'-----....,....,.~~_,_'_,.__ __ +--!-~----1'1'·1..n"',,'--1·: /· . . ' _ \ · TOTAL FEE $t?bt'_~ .:().:" *WARNING: PLAN CHECK i:;EEs. WHER'E No AC'flON 1s TAKEN BY Tr,iE __ ;,--.: APPLICANT IN 180 DAYS AND No BUILDING PEF-!MIT 1s 1iisuEb. ARE \ , 1 , fORFEITED TO THE CIT'/'., . : i· J. 'i. \ ;j . . <Ji/>~://) I 7 (u"l-1-C,-O-M~ME~N-TS~:~~~~~~~~~~~~~---,;,..,.-'--_-_-_-_-~-~~~:·-.~\,~-f-,·:-'-'-'_.~~~:~~~-=llr I "i Signature of Applicant'·-·-""(/{",.... 1 LJ&::-,,mi.te ''CJ'/!:) l-------'---'-----'-'---..,,.,.,..,:,...,...-_ _,_,____+'i,.....,.... ___ ~--1' !. -. ,· ,,. . ·.,/! .. , ~t White -Applicant Yellow -File Pink -(1) Finance (2) Data Prqces.s G'old,'~ :~q~~,s_ sor _ _ · /. '· '•,· ·< ·). ,,, ~:- '·: .... To: l:NGINEERING, FIRE, PLANNING, UTILITIES FINAL INSPECTION NOTICE ); • • \ • Date -?jhJr'::i ~,;?.221 ~LM Plan# '/s-1v " -------·-~ ,. ~ -. -. ;' Type of Construction .'~# ~ -~ Person to Contact~,,.,,fi=---~D~(i'M/~--ph. No. l/ 3f-~1l.S? Date Approved Date -7-'iPJ Approved pate Approved Date_ Approved Comments~-------------------.....,..-- IF A .RESPONSE IS NOT RECEIVED WITHIN 24 HOURS, IT WILL BE ASSUMED IT IS OKAY TO FINAL. ) . ~pprqved . r'° Approvep I N s p E C T I 0 N R E Q u E s T "-' '· ·- I N s p E ·c ~ --~ ~ . T I 0-·,·, _N_ _,,.--,, Testing Engineers--Si 1iego --~11!,frt. 3467 Kurtz Street, P.O. Box 809&:,-san Diego CA 92138 (619) 225-9641 .'/ll!R" 2948 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 . ._:?, riu· 36335G D 15TR IBJTE'f• iG. 5liITti iiA'i-;FAC.TU.rn,~ 14t', hDDr.,~ss: 2t21 RlJTttC:ffD<D ChRL5BhD; CA 92GtB City of Carlsbad Building Inspection Dept. 1200 Elm St. Carlsbad, CA 92008 Attn: Mer Camero LUSARii I CGN5TRU:TIG\ 1 n;:., TESifr.;G Ert,';Hiffi?5-5A•; DffGJ ' . .. Ra~ E. hc~re, R.C,F, / T.h.C~ap~an 1 R.C.E. i:iTl~UCT !:iTEEI ... FIEL.ti W1::'.i..'() H-l:5Pi;::[TIDN REPo;:n P i::•r· 1vij. 1· 41: : 8t::,--:I.;~ :..,·1~;;.u;:::i. :i.n·,;;p1:::c:-r:1.on i,.ia::; p(~lrfoT'Mf::ci o+ j.-i:i.nt prf:·pa;~,:it:i.on .~ n n .,,; ,;:, 1 d :i. n <J i:; y c: E· r· ·r :i. f :i. €-:Cl cq:., r.:! r ;a t o r r:; u s; :i. n <;i ?1 l,,i f::, electrodes E7GT-7, Welder a~ci certificate nuMber: Cary Jonnson -i39a7. DATE: ii5/03/8~ Inspected ~elciing of cord oa~ splices per detail 9 on 52 1 corner p~nel connections per d~tail 5 on S~, and panel to coluMn connections per 9 and 9A on ·,·he·· \.iOri-: :i.n·,;;p(~.::·ted c:oMp1:i.e".; i,.::i.·rh ·thEl t:ipprovt?t:l p]i:1n~:i and the Gn~forM Builaing tocie, .::;;· ~~) G /85 ·..;:i.~;;ual .inmpec:-r:i.on \.l<':,s iJ(·:~rforMe~d o·F joint pi··.t::•par.;1t:ion and welding by certifiEci operators using A~S el~ctroaes E7GT-7 and E7Gl8. kelcier ana certificate nu~ber: Gregory Metcalf 14228, Certified ~elaers saMe as previously reported, Inspected ~eiaing of sacialas to panels per details 1 at panels P4 anti 5, P6, P7, P15 and 16 and P2G and ~-1 '-,. ' 1he wor~ 1ns~ected coMpli&s ~ith the approveo p~ans and the UniforM Building Code, :o;:,1 ES .•.• , • Ei",F·:I;: •• It~f:~PECTGi~ ,·s N,::·,riE 4/29-30/85 8256 J. David.Su~daM l~T hRi:;; Tr'.1SK=li:.,,,, en 1-,RS T?if:;i(:li:,,,, , DT hRS '16, G t,. ••• _ RECEIVED JUL2 91985 CITY OF CARLSBAD Building Department . - · ~11 testing Englneers-S · Diego •. 1111 3467 Kurtz Street, P.O. Box B~~J, San Diego CA 92138 (619) 225-9641 ... · 29'48 Industry St., Unit B, Oceanside, CA 92054 (619) 758-3730 JOB iru: 36335~ .TO~ NAME: Stiliti HA:-IJrACTURH~G City of Carlsbad Building Inspection Dept. 1200 Elm Ave • JOii ADDiESS: 2221 RUTHERFORD Carlsbad, CA· 92008 CARL5BhD 1 CA 92008 Attn:: Mer Camero ~EP~T ~~re~E'. IT ,t1.Chip11an 1 R.C.E. 1/-----3~3 CONCRETE COMPRESSION TEST CYL LN WT AGEE STREKGTH PSI DATE uF HIX DESIGN SLUhP r.AiiE NMiii rCF TEST TEST DESIGN POJ~ DESIGNATION IN:H B'i _ __; ___ --------==== ==== --. ---· ==== --- Jeut ,4/17/85 t8 lb SACK} 4 8375 TIKE rn MIXER :==== 21~45 i 2i59 LOC~TIO!i rn SiRlitTiJRE: PREC'-151 PA?,El.S TUIE lit DAY ==-==== 6 :15 21046 • 28 4G33 CO~?LIAN:E: 28 DAY iEST COMPLIES WITri SPECIFIChTIONS. 21~47 bu I CYL THIS SET/tiARK ===-= 3/Gt I 1. DISTRIBUTE& lt: LUSARDI CON5nU~TIO~, INC, TESTING ENGitlEfRS-SAN DIEGO mATE: G5/1G/85 TEMP LOAD PLANT DIAii F t~l'iB~ CODE INCi1 == ---=== ---- 6 1 3u 6 PAGE HO: 1 ~, Testing Englneers-5( · 'J/ego .~tf ,3467 Kurtz Street, P.O. Box 8~ .. San Diego CA 92138 (619) 225-9641 lllfli;J 2948 Industry St., Unit B, Oceanside, CA 92054 .(619) 758-3730 JOB HO: 36335~ Juti NAME; SMIT!-! tlAliJrt.CTurn;~ City of Carlsbad Building Inspection Dept. 1200 Elm Ave. Jt:r ADDRESS: .2.221 RUTl¼;RFO?.I• Carlsbad, CA 92008 CMRLSBAD, CA 92&G8 Attn: Mer Camero .D,;INEER: ~~h~r~. I T.H,Chap1m1 1 R,C,E. ~~ R:POiT~ 3Mt ,,_ CONrRE'TE COM?RFSSION TEST CY:... IJN 'IJJ_AGE@ STRE.KGiH PSI DATE GF HIX DESIGN SLIJi'\P r.ADE Ml~ PC~ i£ST TtST TIESIG~ Pu~?. I1ESIGNATION IN~H BY -~ --------------====-----=== === JG&ii 64/1y/85 8 b SAC¥. 4 {i n~t: ill tiIXE~ ----------- 21104 7 2,99 LGCi\TIOU IN SiRt;CTuRt: I-UllD'rnG PAl,Ei.S TIME GF DAY ------- 8 :15 211&5 ' .. ,a 3962. -Ciili?LlANCE: 2a DAY T£ST CUM?LIEs 1,;rrri Si>ECIFmntmi5, ,. 211ub bu G ,· .. ,.; . -~. .. CYL THI5 SEi/rtARK --------------- 3/Gt DiliTRIBUTff, TO: LUSARDI CGN3TRU:TmN, rn:, TESTIN;; (r~;;rnEtRS-SA~ ViEGO. DATE: &5/17/85 TEMP LOAD PlANT ~IAi1 F WiB~ CODE ItlCH == ----== 6 3 32 b -~ : _; - .. . ., -::· •_.. . .: ?AGE NO:· 1' .. ESGIL CORPORATION 9320 CHESAPEAKE DR., SUITE 208 S~N DIEGO, CA 92123 (619) 560-14.68 DATE: r c5?3,, /,?J',5" O~CANT /J ~· # /J lia"JURISDICTION JURISDICT ON:..--~ ....... ~----=---"'~--------0 PLAN CHECKER 0 FILE COPY PL-AN CHECK NO: ,?o-/d2 0 UPS fJ O DESIGNER PROJECT ADDRE:SS:~,",~~- D The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. D D D The plans transmitted herewith will substantially comply with the jurisdiction's building codes, when minor deficien- cies identifie~ on the enclosed check 11st are resolved and checked by building department staff. The plans transmitted herewith have major 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 applicants copy of the check list is enclosed for the jurisdiction to return to the applicant contact person. the check list has been ~~·i,.e.~c( '"'/::> 1'y ,- Esgil staff did not advLse the applicant contact person that plan check has been completed. Esgil staff did advise applicant that been completed. Person contacted: _ _L.:::::1;~~~~~:d.:~~~~~~ Date contacted: ;/4aJ.,~---__,,,,.._;.;...:::;,~------ REMARKS: _ _Q~~~-====.'-4U,~-~~"'~~----------- BY:[l;J]~ ESGIL CORPORATON ENCL~~ Form 31584 TO: Lusardi Cons:tn.tction 1570 Linda Vista Drive San Marcos, CA 92069 QCitp of QCarlsbab 0 APPLICANT COPY D CITY COPY ,. ,. 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 0 PLAN CHECKER COPY COMMERCIAL PLAN CORRECTION SHEET A. Plan Check Number 85-12 --___;=-=----==--------- B. Site Address Corner of Rutherford & Geiger C. D. E. F. Owner __ S_m_i_t_h_._M __ a"""n....;;u=f;;..;ac;;..c=-t..;;..u=r-=i=n:;...;g,...._ ________________ _ Building Code Applicable 1979 U.B.C. --------------------------- Occupant Load 1 O 5 Stories 1 ___ ....;.....;:;__ __ -'-------- Occupancy ____ B"'"----=2 __________ Use Office/Warehouse G. . Type of Construction V-N Sprinklers: xx Yes ------------=C---------No H. Allowable Floor Area Actual 25 709 ---~----------=-S-,.-=-'~---- t Basis for Area Increase· ---------------------'-- J. Remarks Tilt-up shell only pate Plans Submitted 1/7 /85 Date Plans to Plan' Checker 1/9/85 Date Initial Plan Check Completed. . 1/23/85 By Dick Esgate Applicant Contact Person Lusardi ConstructionTel. 744-3133 FOREWORD: PLEASE READ 1. This plan check is limited to technical requirements contained in the Uniform Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and -state laws regulating energy conservation, noise attenuation and access for the handicapped. The plan check is based on regulations enforced . by the Building Inspection Department. 2. You may have other corrections based on laws and ordinances enforced by the Planning, Engineering and Fire Departments. For information regarding those departments, please contact Mr. Carter Darnell at (619) 4-38-5525. 3. The items below need clarification, modification or change. All items have to be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 303 (c), 1979 Uniform Building Code, the approval of the plans does not permit the violation of any state; county or city law. 4. Please submit two sets of corrected plans and show on this list where corrections were made i.e. sheet, detail, etc •• Return any original· plans and documents that were returned to you by the_ city. The above items may be returned t0 the City Building Department or to Esgil Corporation at 9320 Chesapeake Dr., Suite 208, San Diego, CA 92123, telephone (619) 560-14-68. 8/19/82 GENERAL Y. Provide the site address and / sketch on the Title Sheet. a vicinity / / Provide the names,· addresses and telephone numbers of the owner and the responsible design professionals on the Title Sheet. All sheets of the plans and the first sheet of the calculations are required to be signed by the California licensed Architect or Engineer responsible for the design. Please include the California license number and the da~e the plans are signed. 0 Indicate on the Title Sheet whethe~ or not a grading permit is required for this project. I Show on the Title Sheet all ·buildings, structures, walls, etc. included under this application. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as •not included" on the site plan or Title Sheet. Provide a Building Code Data Legend on the Title Sheet. Include the fol- lowing code information for each building proposed: 0 c> le Occupancy Group _ _J_ -/ f ~ .Sl-tu-t,,(/ Descriptism of.Jlse Ty17e o~.,..'JC<I~ '67o~ . 0 k Type of Construction ~ ~ W Sprinklers: Yes or No 0 1-i.:7 ""1 Stories ...5~ !!!_ight c) Jc.. Floor Area ...!;:.1.-.o-c,,J Justification to exceed allowable area in Table 5-C ,S!.,,...tJ,<t) Justification to exceed allowable height or stories in Table 5-0 SITE PLAN Provide a fully dimensioned site plan drawn to scale. Show·: North arrow, · property lines, easements, streetsr existing and proposed buildings and structures, location of yards used for allowable increase of building area and -dimensioned setbacks. Provide a statement on the site plan stating: "All property lines, easements and buildings, both exi3ting and proposed, are shown on this site plan". Clearly designate on the site plan existing buildings to remain, existing buildings to be demolished, buildings to be constructed under this permit and any proposed future buildings. Show on the site plan all proposed walls, retaining walls and fences. Specify their heights on the plans. Clearly dimen3ion building setbacks from property lines, street center- lines, and from all adjacent bui!dings and structures on the site plan. Show and dimension on the site plan all building projections including eaves, balconies, cornices and similar appendages extending beyond the exterior walls. Show on the site plan, or provide the grading plans, showirig finish floor elevations, elevations of finish grade adjacent to 'buildings, drainage patterns and locations and gradients of cut or fill slopes. Show dimensioned parking layout including any required handicap access spaces. Show_the location of any designated flood plains, open space easements, or other development restricted areas on the site plan. I 0, Pl-t. .:o..s.::.. c.o-,-vt i) I I? +-e-/2 tJ1'Jc../1; "1 J~-h c)yf ~~ ... ;;/ A-I I I --·- : ~ -; -: ! • '· } ; l i I f LOCATION ON PROPERTY When two or more ~uildings are on the saae property, the buildings shatl have an assumed property line between thea for the purpose of determining the required wall and opening protection and roof cover requirements, per Section 504(c). An exception is provided if the c0111bined area of the buildings is within the limits specified in Section 505 for a single building. If this exception is used, show how the building(sl will comply with Section 505. Buildings over one story and containing courts shall have an assumed property line for the purpose of determining required wall and opening protection of cour-t walls, per Section 504(c). See possible exception. Please show how the court walls will be made to comply with Section 504(c). The exterior walls less than feet to a -property line or an assumed property line, shall be fire- rated construction. Section _03(al Exterior walls shall have a 30 inch parapet when less than feet to a property line or anassumed property line. (see exception, Section 1709) The exterior wall shall have protected openings (3/4 houri when closer than ___ feet to a property line or an assumed property line. Section __ 03(b) The exterior walls shall have no openings when closer than feet to a property line or an assiiiiied property line. Openings include windows, doors, scuppers, vents, etc. Section __ 03(bl ~ves over required windows shall be not less than 30 inches from side and rear property lines. Section 504(a) Combustible projections located where openings are required to be protected shall be heavy timber or one-hour construction. Section 1710 Projections may not extend more thaA 12 inches into areas where openings are not allowed. Section 1710 Projections over public property must comply with Chapter 45. /f· >'· Projections may not extend more than one~third the distance from tpe exterior wall to the property line or one-thit'd the distance from an assumed vertical plane located where fire-resistive protection of openings is first required, whichever is least restrictive. Section 504(b) Fire-resistive exterior wall construction shall be maintained through attic areas. Section 4304(cl When openings are required to be protected due to location on property, the sum of openings shall not exceed SO percent of the total area of the wall in each story. Section 504(bl A covered passageway connecting separate buildings must comply with the requirements for an arcade. Section 509 Exterior exit balconies cannot be located in an area where openings are required to be protected. Section 3305(il Exterior stairways shall not project into yards where protection of openings is required. Section 3306(nl Yards or courts serving as required exits for 10 or more occupants must be at least 10 feet wide or have walls of one-hour constrµction for a height of 10 f7et above the court or yard grade. Openings shall be protected by fire- assemblies having a rating of not less than three-f-0urths-hour. Section 3302 definition and Section 33ll(d) Structural elements exposed in walls required to be fire-resistive construction due to location on property must have the same fire- resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Table 17-A footnote 1, and Section 1702· Openings for scuppers, mechanical equipment vents, foundation vents and similar openings are not permitted in walls located where openings are prohibited and would have to be protected where openings are required to be protected. Table 5-A BUILDING AREA Provide on the Title Sheet of the plans the code justification for exceeding the basic allowable area in Table_~7C. /g. If area separation walls do not extend to the outer edge of horizontal pro-· jections, (balconies, roof overhangs, t Section 506 / fiC1..ue. ~,SS"<,w\.~ \/~'-{, ... I . . i..v If{ -r«.k..4.. ti'\ C.,.._l!.~$f! ~r .s,;,-r1"'~. When a bu1ld1ng has more than one / canopies, marquees and architectural projections·) and the projecting elements contain concealed spaces, the wall shall extend through the concealed space to occupancy, the area shall be such • that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. Section 503 G over area for the fY~e of ~on'1rruction 1/,., .,..(l As shown, the building(sl is/are ~ ) t·· shown. Table 5-C l [) k:,._ t +· --.:sr-r-t "I~ c: • The total floor area of a multi-story fc building cannot exceed twice the basic o. area allowed by Table 5-C after increasing the basic area, per Section 506 No single story can exceed the basic area allowed by Table 5-C plus the increases allowed by Section 506, Unless considered a separate story, the floor area of a mezzanine shall be included in calculating the area of the story in which it is located. A basement need not be included in the total allowable area, provided such a basement does not qualify as a story nor exceed the area permitted for a one story building. AREA SEPARATION WALLS Area separation walls may separate portions of a building and allow each portion to be considered a separate building, however, the area separation wall must be four-hour in Type I, II-F,R., III and IV buildings: and two-hour in Type II-one- hour, Type II-N and Type V buildings. Section 505(ell Openings in four-hour area separation walls are required to be protected with three-hour fire-resistive assemblies, and 1-1/2 hour fire- resistive assemblies in two-hour area separation wal~s. Section 505(e) Openings in area separation walls. are limited to 25 percent of the length of -the wall in each story. Section 505(e) 5(. I the outer edges of the projecting elements. The exterior walls, and projecting elements above, must be of one-hour con- struction on each side of the area separation waITtoradistance equal to the depth of the projecting elements. Openings in the one-hour walls must be protected with three-fourth-hour assem- blies. Section 50S(el2 All area separation walls must extend in a continuous straight vertical plane from the foundation to a point 30 inches above the roof, but may terminate at the underside of the roof sheathing if the roof/ceiling is two-hour construction. Two-hour area separation walls may ter- minate at the roof she·athing· provided that: A. Where the roof/ceiling framing elements are parallel to the walls, such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction for a width of not less than 5 feet on each side of the wall, B. Where roof/ceiling framing elements are perpendicular to the wa11, the entire span of such framing and elements supporting such framing shall be of not less than one-hour fire-resistive construction. C. Openings in the roof shall not_ be located within 5 feet of the . ar~a separation wall. Section 505(3) No openings in the within S feet of a separation wall if provided. Section roof are permitted two-hour area parapets are not 505(el3 BUILDING AREA, HEIGHT.ANO STORIES TYPE OF CONSTRUCTION./ALLOWABLE AREA ANAT,YSIS Building Designation B-,:J.. Type Construction Shown V-N Number of Stories and Height 1..-...c;+: /,4..0'Hf; Basic Allowable Area ROOO Increases ' For Multi-Stories For Yards5'7 1Feet On 3 Sides A.cJO o For Sprinklers( II . .., ) 1~000 -., /- Total Allowable Area 4-Pi CCJO Actual Area Total 25 70~ - Area Separation Walls Yes ~ Yes No Yes No Yes No Yes No '---" • Over Area If' ..S11r1 "'I::/~, lii(ye·s (No ) Yes No Ye's No Yes No Yes No Over Height I Yes {No) Yes No Yes No Yes No Yes No ·i Over Stories Yes (No) Yes No Yes No Yes No Yes No ,l 1 I I ' ! I !· /*1· Area separation valls, vhich separate portions of buildings having dilferent heights, may terminate 30 inches above the lower roof level, provided the exterior wall for a height of 10 feet above the lower roof is of one-hour fire-resistive construc- tion with openings protected by three-fourths-hour assemblies. As an alternate, the wall may terminate at the sheathing of the lower roof, provided roof/ceiling eleaents, if parallel to the wall, are one-hour construction for a 10 foot width along the wall at the lower roof: where the lower roof/ceiling elements are perpendicular to the wall., the roof/ceiling elements shall be one- hour for the entire span. Section 505 (e)5. No openings in the lower roof are permitted within 10 feet of the area separation wall if parapets are not provided. Section 505(el5 S~ow the basis for the approved fire~ resistive construction elements for the area separation wall, parapet, and ceiling assembly if used in lieu of parapet. i.e. Item number in Table 43-A, B, C or U.L. Directory, etc. (Note that trusses require two layers of 5/8 inch Type 'X', per Gypsum Fire Resistance Design Manual, Item FC 5406) See the attached article, •Area Separation Walls Revisited•, and incorporate appropriate data and details on your plans. Provide complete details of the area separation wall (s·) to show compliance with Section 505(.e)l-S. Provide a note on the plans stating: •numbing and conduit penetrations of the area separation wall shall be of copper or ferrous. No plastic pipe may penetrate the area separation wall". BUILDING HEIGHT/STORIES Clearly show the maximum building height based on the definition in Section 409. Clearly show if the lower level is a basement or story, based 9n the definitions in Section 403 and 420. Plot the finish grade (adjacent ground level) on the elevations and dimension the distance to the floor above for story determination. See definition of grade, Section 408. The height and number of stories cannot exceed tha~ shown in Table 5-D. Show the code basis for the height/ number of stories as shown. 7 t 1 t· i J· Jn. Y· One additional story vould be pemitted beyond that shown in Table 5-D if the building is sprinklered throughout and tfie sprinkler system is not,other- vise required by Section 506 (area) or~ Section 508 (substitute for.one-hour). Section 507 Towers, spires and steeples shall comply with Section 507, exception l. 'FIRE-RESISTIVE CONSTRUCTION Where one-hour fire-resistive con-struction is required, an approved automatic sprinkler system, when not otherwise required, may be substituted for the one-hour construction. However, the fire sprinkler system shall not waive or reduce fire-resistive require- ments for: occupancy separations, exterior walls due to location on property, area separation wans, shaft enclosures, corridor protection, stair enclosures, exit passageways, type of construction separation per Section 1701 and atriums constructed in accord- ance with Section 1715. Section 508 Provide details of the one-hour fire- resistive construction. Include roof/ceiling assemblies, floor/ceiling assemblies, wall assemblies, post and beam assemblies, etc. Maintain one-hour fire-resistive wall construction at built in wall fixtures and behind mailboxes, fire- exitinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 4304(e) Detail and reference ICBO number or other approval for horizontal fire assembly using trusses. Section 4303(b)8 Detail how fire-resistive wall and ceiling protection will be maintained at all duct penetrations such as at bathroom and kitchen hood fans, laundry room fans and dryer vents. Also detail recessed light fixtures. Section 4303(b)6 Roof/ceiling and floor/ceiling assemblies ~ust be of one-hour construction, detail fire assemblies on plans along with their ICBO number or other I.D. number from the Fire-Resistive Design Manual published by the Gypsum Assoc. or U.t. number or item number from Table 43-c. use Detail water heater vents located inside fire-resistive wall con- struction or within fire-resistive shafts. Detail pre-fabricated fireplace flues within individual fire-resistive shafts and specify fire-stopping around fireplace.box opening. Section 4304(el 1· r l r· Clearly identify location and hourly fire-resi~tive rating of vertical · shafts on the plans. Provide cons~ruction details showing location of fire dampers and how fire resistivity will be maintained at floors and ·roofs. Section 1706 Note on the plans that elevator doors must be constructed and installed in the same manner as a hour fire assembly-, even though elevator doors are not identified with fire labels. Detail column fire protection per Table 43-A in the UBC and specify column impact protection in garage areas per SEction 4303(b)5. As a minimum, show a 22 ga. steel jacket around each column to a height of · 3 feet above the ground for impact • protection. Structural members such as beams supporting more than one floor or roof must -be individually fire protected. (Section 4303(b)6) Detail required protection. Clearly specify minimum thickness of walls and slabs to provide -hour fire-resistive rating per __ _ T~b~e 43-B and C. Clearly specify minimum cover _for bonded reinforcing at _____ fire-rated floors, fire-rated columns, _____ fire- rated beams. Clearly specify minimum cover for prestressed concrete tendons per Section 4303(c)J. Detail all plumbing and electrical penetration at occupancy, area, corridor or other fire separation walls as specified in Section 4304(el. ~etail ~ll furred ceili~gs as required in Section· 4203. Show fire-retardant treated wood where necessary. Clearly label and identify on the plans the fire-resistive corridors, area separation walls, shafts, occupancy separation walls and floors, exit courts less than 10 feet wide and exit enclosures-, along with their hourly ratings. Section 302(c) I· t .r· /· ,. INTERIOR WALL AND CEILING FINISH roam plastics shall not be used as interior finish except as provided in section 1712. When walls and ceiling are required to be fire-resistive or non-combustible, the finish material shall be applied directly against the fire-resistive construction or to furring strips not exceeding 1-3/4 inches. The furred space shall be filled with inorganic or Class I material or fire stopped and not to exceed 8 feet in any direction. When finish materials are set ~ut or dropped more than 1-3/4 inches from fire-rated walls or ceilings the finish material shall be Class I or sprinklered on both sides or attached to non-combustible backing or furring strips. Hangers and assembly members of dropped ceilings below a one-hour ceiling assembly shall be non-combustible materials except in Types III and V construction. Where fire-retardant treated wood·may be used. All interior wall or ceiling finishes less than 1/4 inch thick shall be applied directly against a non-combustible backing unless it is in accordance with an approved tested assembly. Provide a note on the plans with the finish schedule that, •wall and ceiling materials shall not exceed the flame spread class- ifications in UBC Tabl_e 42-B." OCCUPANCY SEPARATION A. _____ -hour occupancy separation is required between __________ _ occupancy and the.,,---,-------,--occupancy. Table 5-B, Section 503(dl, Tables 43-A, B, C and Chapter 43 Administrative and clerical offices and similar rooms need not be separated for other occupancies provided they are less than 750 sq.ft., less than 25 percent of the floor area of the major use and not related to an H-1 or H-2 Occupancy. Section 5031d) ' l -t ? 1 I ' t l f I i l ) ·l Provide __ -hour fire-resistive door asse•blies in the __ -hour occupancy separation. Section S0l(c) The required three-hour rated occupancy separation between B-2 and B-1 occupancies may be reduced to a two-hour rating when the B-1 is limited to the .storage of passenger vehicles, and the provisions of Section 702 are not applicable. Table 5-B The two-hour'occupancy separation may be further reduced to one-hour, if the aggregate area of B-1 occupancy within the building does not exceed l,000 sq.ft. Section 503(d) /· ~ B-1 occupancy in the basement or first story of a building housing a group B, Division 2 occupancy may be f. classed as a separate building. The building above may also be considered a separate and distinct building for the purpose of area limitation, lim- itation of number of stories and type of construction ONLY if the following conditions are met: a. B-1 is Type I construction b. ·s-l/B-2 is separated by a three-hour occupancy separation c. B-1 is restricted to passenger vehicle storage, laundry rooms and mechanical equipment rooms (No storage, recreation room, etc. J d. The maximum building height does not exceed the limits in Table 5-D for the least type of construction · The Type I Constru~tion is required to have protected exterior wall openings when located within 20 feet from a property line. Section 1803(b) All openings in floors forming a three-hour separation shall be protected by vertical enclosures above and below the opening. The walls of such enclosures shall be not less than two-hour fire-resistive construction, and openings therein shall be protected by a one and one- half-hour assembly •. Section 503(c), Tables 43 -A, B, c.and Chapter 43 /4· Structural members.supporting an occupancy separation must have the • I /97. )8· r· / ro. same fire-resistive rating as the separation. Table 5-B, Section S0l(d), Tables 43 -A, 8, C and Chapter 43 No openings are allowed .in a four- hour fire-resistive occupancy separation wall. Section 503Ccl Openings in~ three-hour fire- resistive separation shall be protected by a three-hour assembly, and openings may not exceed 25 percent of the length of wall in the story and no single opening shall exceed 120 sq.ft. Section 503(d), Tables 43 -A, B, C and Chapter 43 A two-hour fire-resistive separation shall be not less than two-hour fire- resistive construction. Openings shall be protected by a one and one- half-hour assembly. Section 503(c), Tables 43-A, 8, C and Chapter 43 A one-hour fire-resistive separation shall be not less than one-hour fire-resistive construction. Openings shall be protected by a one-hour assembly. Section 503(c), Tables 43- A, 8, C and Chapter 43 Occupancy separation wall penetrations must be either ferrous or copper and fire-stopped. Steel electrical outlet· boxes, not exceediqg 16 square inches per 100 square feet of wall, may be installed and· shall be separated by a horizontal distance of 24 inches when on opposite sides of a wall. Section 4304(e). Fire-resistive floors used for occupancy separation shall have openings for mechanical and elec- trical equipment enclosed in shafts per Section 1706. Clarify that wiring within concealed spaces complies with Section 4305(e). Ducts penetrating one or two-hour occupancy separation w~lls must have fire dampers. A fire door is required for three-hour separations. Section 4:306(j) )Y· _µ6. Usable space under the first story, when constructed of -tal or wood, shall be separated from the non-usable space, and the story above, as required for one-hour fire-resistive construction and the aoor to the usable space shall be self-closing, of non-combustible construction or solid wood core, not less than 1-3/4 inches in thickness. Section 1703 Show the basis for the rating of the occupancy separation you propose, i.e., Item number in Table 43 -A, B,. C; Gypsum Fire-Resistive Design Manual: U.L., etc. ~ In all occup~ncies, floors above the first story having 10 or more occu- pants, shall have not less than two exits. Section 3303(a) ·Exits should have a minimum separation of one-half the maximum overall diagonal dimension of the building or area served. Section 3303(cl The maximum number of required exits and their required separation must be maintained until egress is provided from the structure. Section 3303(al Where a required exit enters a yard, the yard must lead to a public way. Section 3301 Where required exits enter an exit court (~ee definition, Section 404 and 3301), the exit court must discharge i.nto a public way or exit passageway. The exits from the exit court shall comply with Section 3311 requirements for width, number, and protection of walls and openings. Basements require two exits. Section 3303(a) _)'(J. 1y:" Total width of exits in feet shall be.not less than total occupant load served divided by SO. Tributary occupant load from basements an~ stories above shall be per Section 3303(bl and the maximum width required for any story shall be maintained. No point in the building shall be more than lSO feet (200 if sprinklered) from an exterior exit, horizontal exit, enclosed stairway or exit passageway, measured along the path of travel, This may be increased 100 feet if.last lSO feet is in a corridor. Section 3303(d) (See exceptions) Double acting doors are not allowed when serving a tributary occupant load of more than 100, or when part of a fire assembly, or part of smoke and draft control or when equipped with panic hardware. Section 3304(bl Exit doors should swing in the direction of egress when serving occupant load of SO or more. Section 3303(dl See doors __ -'--------------- Exit doors should be openable from the inside without the use of a key, special knowledge, or ef~ort. Section 3304(c) [Note that exit doors serving 10 or less occupants may have a night latch, dead bolt, or security chain per Title 24 2-3303(c).) Exit doors should be a minimum size of 3 feet by 6 feet 8 inches with a minimum door swing of 90 degrees. Maximum leaf width is 4 feet. Section 3304(e) The net dimension (clear width) at door- ways should be used in determining exit widths required by Section 3302(b). Section 3304(e). In consideration of door thicknesses, panic hardware, door swing etc., the required exit widths have not been furnished. See door __ ~ Regardless of occupant load, a floor or landing not 1110re than 1/2 inch below the threshold is required on each side of an exit door. Section 3304(h) Doors should not project more than 7 inches into the required corridor width when fully opened, nor more than one-half of the required corridor width when in any position. Section 330S(d) Revolving, sliding and overhead doors- are not permitted as exit doors. Section 3304(g) A door may ope·n over a stairway landing provided the door, in any position, does not reduce the clear area of the landing, in the direction of travel, to less than one-half the required width of the stair- way. Section 3306(g) Minimum exit court width is 44 inches. Section 331l(bl _l.l-!. Change in width in an exit court / shall be effected gradually by a , guardrail at least 36 inches high and making an angle of not more than 30 degrees with the axis of the court. Section 33ll(bl Walls of exit passageways shall be without openings except exits and shall have walls, floors and ceilings of the ~ame fire-resistance required for the building, with a minimum one-hour fire-resistive construction. Exit openings in the walls shall be protected by a three-fourths-hour assembly. Section 3312(al Ramps required by Table 33-A shall not exceed 1:-12; other exit ramps 1:8. Ramps steeper than 1:15 s.hall have handrails as required for stair- ways. Minimum size landings and landing clearances must be provided. Section 3307 ~- ~- Stairway width must be at least 44 inches.when serving more than 50 occupants; 36 inches when less than SO; 30 inches when used as a private stairway serving less than 10 occupants. Section 3306(b) Section 330llbl Seventy eight inch m1nLmum headroom clearance for stairways should be indi"cated on the plans. Section 3306(p). Note that this is from a plane tangent to the stairway tread nosings. Stairway handrails should not pro- ject more than 3-1/2 inches into the required width. Trim may not project more than 1-1/2 inches. Section 3306(b) Enclosed usable space under interior or exterior stairways should be protected on the enclosed side as required for one-hour fire-resistive construction. 2 x@ 16• O.C. naiiers. Section 3306(ml (n) Landings should not be reduced in width more than 7 inches by a door when fully open. Where doors open over landings, the landing shall have a length of not.less than S feet. Section 3306(g) and Section 3304(h) Stairways from upper levels which extend below the level from which egress from the building is provided, shall have an approved barrier to precl·ude exiting. into such lower levels. Section 3306(h) & 3309(e) Vertical distances between st·airway landings are limited to 12 feet. · Section 3306(il All interior stairways and ramps shall be enclosed. An enclosure is not required if serving only one adjacent floor and not con- nected to stairs or corridors serving other floors. Section 3309(al · Stairway riser must be 4 inches minimum and 7-1/2 inches maximum and minimum run shall be 10 inches except in winding, circular or spiral stairways. Section 3306(cl Winding and spiral stairways are pemitted only in residential occupancies. Section 3306(d) StaiNays should be enclosed as specified in Section 3309: a. TWo-hour fire-resistive walls are required in buildings of Type I and II-F.R. Construction, and in all buildings over four stories, and one-hour elsewhere. b. Only exit doors are allowed to open into exi-t enclosures. c. Doors should be ·labeled one an one-half-hours or one-hour fire assemblies. d. Exit enclosures should include a corridor on the ground floor extending to the exterior. Fire-resistive construction should be as required for the exit enclosure, including protected openings. Only exit doors are permitted to open into the corridor. e. An approved barrier is required at the ground floor to prevent people from accidentally con- tinuing to the lower level. f. Usable space is not allowed under the stairs. Occupied floors more than 75 feet above the highest grade should have all exits from the building in .smoke-proof enclosures. Section 3310!b) In buildings four or more stories, one stairway must extend to the roof. Section 3306(0). It must be.in a smoke-proof enclosure in buildings over 75 feet in height. A first story as allowed by Section 702 shall be included in determining the number of stories when deter- mining if a stairway to the roof is required. Section 3306(0) Handrails are required on each side of stairways. Stairways required to be more than 88 inches wide shall have intermediate handrails. StaiNays not over 44 inches wide may have one handrail if not open on both sides. Private stairways (l tenant), 30 inches or iess in height, may have one ·hand- rail. Handrails shall be 30 inches to 34 inches above nosing of treads and be continuous and, except for private stairways, at least one rail shall extend ·6 inches beyond top and bottom risers. Handrail ends shall be returned or shall terminate in a newel post or safety terminal. Section 3306(j) The handgrip portion of all handrails shall be not less than 1-1/4 inches nor more than 2 inches in cross-sectional dimension. Handrails projecting from walls shall have at least l-1/2 inches between the wall and the handrail. Section 3306(j) Every stairway landing shall have a dimension, measured in the direction of travel, at least equal to the required stairway width. Section 3306(g) Openings in the ex7erior wall below or. within 10 feet horizontally of an exterior exit stairway in buildings over two stories shall be protected by a self-closing assembly having a three-fourths-hour rating, unless two separate exterior stairways serve an exterior exit balcony. Section 3306(1) CORRIDORS Corridors, and exterior exit balconies, i1erving. 10 or more occupants must be a minimum 44 inches wide and 7 feet high to the· lowest __ projection. Section 3305(b) . . When a corridor or exterior exit balcony is accessible to the handicapped, changes in elevation shall be made by means of a ramp. Section 3305(fl ,: ·-; Corridors serving 30 or more occupants shall have walls and ceilings of one- hour construction except: a. Corridors greater than JO feet wide when the occupants or areas served by the corridor have an exit independent from the cor- ·ridor. b. Exterior sides of exterior exit balconies. Section ))OS(gl u/. one-hour fire-rated corridors shall have door openings protected by tight-fitting s1110ke and draft control assemblies rated 20 minutes, except openings in interior walls of exterior exit balconies. Doors shall be maintained self-closing or be automatic-closing by action of a smoke detector per Section 4306(b), doors shall be gasketed to provide a smoke and draft seal where the door meets the stop on sides and top. Section 330S(hl ·y,-Total area of all openings, except doors, in any portion of an interior corridor, shall not exceed. 25 percent r· of the area ot the corridor wall of the room which it is separating from the corridor. Such openings shall be pro- tected by fixed, approved l/4 inch thick wired glass installed in steel frames. Section 3305(hl Duct penetrations of fire-rated, corridor walls and ceilings shall have fire dampers per Section 4306(j). Viewports in 20 minute rated corridor door.s cannot exceed l inch in diameter and must have 1/4 inch thick glass and meta·; holder that will not melt at l700°F. Section 330S(h) Provide a complete architectural section of t~e corridor, and exterior exit balcony, showing all fire-resistive materials and details of construction for all floors, walls, roof and all penetrations Section JJOS(g) • Ceilings of combustible materials cannot be suspended below the one-hour corridor ceiling. Section JJOS(gl Corri~or walls_~Y. t!rminate at the ceiling Qnly if the ceiling 1s an element of a one- hour fire-resistive floor or roof system. Section 3JOS(g) ~-' See attached details for approved -thods of providing one-hour corridor construction. .. r4-When two exits are required, dead end corridors and exit balconies are limited to 20 feet. Section 3305(el ;sf- ~- Exterior exit balconies cannot be located in areas where protected openings are required. Section 3305(i) EXIT SIGNS Exit signs are required for exits serving an occupant load exceeding SO. Show all required exit sign locations. Section 33141a) Show that exits are lighted with at least one foot candle at floor level. Section 3313(a) Show that the power supply for exit illumination and exit signs is provided by two separate circuits. (Occupant load exceeds 50 in I occupancies, 100 in H occupancies and 300 in all others). Section 3313(bll Show separate sources of power for exit illumination and exit signs. (Occupant load exceeds 999 in A-1, 500 in A-2/2.1, 150 in churches, 100 in I's, 500 in B-2 occupancies). Section 3313(b)2 The exit sign locations as shown are not adequate. ELEVATORS Provide notes and details to show the elevator will comply with Sections 5101 through 5105. GLASS AND GLAZING ~ Specify on the window schedule the '(7 glass type and thicKness to show compliance with Table 54-A and B. t;;';"\ Glass in V of doors glazing. doors or within 12. inches is required to be safety Section 5406(dl Glass in excess of 9 sq.ft. with the lowest edge less than 18 inches above a walking surface shall be safety glazing or shall have a horizontal member not less than 1-1/2 inches in width and located between 24 and 36 inches above the walkin\ surface. j)' ' J _ 1 _., t-/ l'lf\e.'1--S t C:, "1. !:::/Gl.,._ ~I) • ..... ~- Y'· A fire-retardant roof covering is required. See exceptions under Section 3202(bl Specify roof pitch. Roof pitch is not adequate for roof covering specified. Specify minimum pitch of ___________ _ Specify roof material and application. Specify ICBO, UL or other recognized listing approval number for roof mater- ials not covered in UBC. Specify roof slope for drainage or design to support accumulated water. Section 3207(al Show roof drains and overflows. Size drains per Appendix O of UPC. Section 3207(al Show the legal basis to allow roof drainage to flow on to the adjacent property. Draft stop roof/ceiling area, attics, mansards, overhangs, false fronts and similar to limit area to 3,000 sq. ft. or 60 LF (9,000 sq.ft. and 100 LF, if sprinklered). Section 2516(f) B-2 and B-4 occupancies with over 50,000 sq. ft. of undivided area and H occupancies over 15,000 sq.ft. of single floor area shall have smoke and heat vents per Section 3206. Provide skylight details to show com~ pliance with Section 3401 and 5207 or provide ICBQ or other recognized approval listing. Provide plastic roof panel details to show compliance with Section 5206 or provide ICBO or other recognized approval listing. Show attic ventilation. Minimum vent area is 1/150 of attic area or 1/300 of attic area if a least 50 percent of the required vent is at least 3 feet above eave or cornice vents. Section 3205.(cl Provide a minimum 22" x 30" (or 30" x 30" if equipment is in attic) attic access opening. Section 320S(cl ~-/ ~- FIRE EXTINGUISHING Fire sprinklers are required on any story or basement when the floor area exceeds 1,500 sq.ft. and there is not provided at least 20 sq.ft. of opening entirely above the adjoining ground in each 50 lineal feet or fraction thereof of exterior wall on at least one side, or when openings are provided on only one side and the opposite side is more than 75 feet away. Section 3802(b) Fire sprinklers are required iri a basement if any portion of a basement is more than 75 feet from openings in an exterior wall, Section 3802(bl Fire sprinklers are required at the top of rubbish and linen chutes and in their terminal rooms. Chutes extending through three or.more ,floors shall,rhave additional sprinkler· heads installed within such chutes at alternate floors. Sprinkler heads shall be accessible for servicing. Section 3802(bl Fire sprinklers are required in retail sales rooms where the floor area exceeds 12,000 sq.ft. on any floor or 24,000 sq.ft. on all floors. Section 3802 /\~~ Provi~ ~e sprinklers P .tVf li___., ~ ~,. °' ~ e B 1i 'l C r :i..... Section 506, 507, 508 or 3802. See also ~ Jurisdiction Ordinance. ~ When serving more than 100 sprinkler heads, l.:::;, automatic sprinkler systems shall be super- 7· e vised by an approved -central, proprietary or remote, station service, or shall be provided with a local alarm which will give an audible signal at a constantly attended location. · Provide class standpipes per Section 3807. A first story as allowed by Section 702 shall be included in determining the number of stories when determining if standpipes are required. Section 3806 TITLE 24 HANDICAPPED ACCESS AND ENERGY CONSERVATION Provide notes and details on the plans to show compliance with the enclosoed Handicapped Access and Energy Conser- vation check lists. FOUNDATION Provide a copy of the project soil report prepared by a California licensed ~ivil Engineer. The report shall include foundation design rec01111Htndations based on the engineer's findi~gs and shall comply with UBC Section 2905. I· Specify· on the foundation plan or structural specifications sheet the soil classification, the soil expansion index and the design bearing capacity of the foundation. 189". Provide a letter· from the soils engineer confirminq that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommen- dations in the soil report are properly incorpor- ated into the plans.(When-required by the soil report) ~ The foundation plan does not comply with ~ the following soil report recommendation(sl for this project: .5.g_ e.. --6-.,e-, .. , o-w------ ·I~ 7· r.· Y· B !71· 190 Provide notes on the foundation plan listing the soils report recommendations for foundation slab and building pad preparation. Note on the foundation plan that:"Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall ad~ise the Building Official in writing that: a. the building pad was prepared .in accordance with the soils report: b. the utility trenches have been properly backfilled and compacted, and: c. the foundation excavations, forming and reinforcement comply with the soils report and approved plan•. Provide s~read footings for concentrated loads designed for 1,000 psf soil bear- ing or per bearing value as determined by an engineer or architect. Chapter 29 Show height of all foundation ~alls. Chapter 23 Show height of retained earth on all foundation walls. Chapter 23 Show distance from foundation to edge of cut_ or fill slopes and show slope and h~ghts ~ pp~s and iillA-Chapter 29 ,-,-(,,(_,} rf'tl "t !::> -t--J..e.l!.. -r Note on the plans that wood shall be 6 inches above finish grade. Section 2516(c)7 Note on plans that surface water will drain away from building and show drain- age pattern and key elevations. Section 2905(f) 9. Dimension foundations per Tabl« 29-A. l -110, TMCXNfS& Of' 00'11IHI.OW POUM)AJlON --u. -wan,o, TICl<Nl!SS l#lfOrSru,.•1.0 -·-· ~ 0, l'0QnoQ OIIOUNO IYT>IC I.NT ~ ~· SIWACI flOIIU;ICIATJOfOI CONC"«ff -C-1 I 6 6 12 .. 12 2 • • I.S 7 ,. J 10 10 II I 24 Show foundation sills to be pressure treated, or equal. Section 2516(c)3 Show foundation bolt size and spacing. Section 2907(e). Specify size, ICBC number and manufac- turer of power driven pins. Show edge and end distance and spacing. Section 306(f) Show size, embedment and location of hold down anchors on foundation plan. Section 23DJ(b)4 2a..t: Note on the plan that hold down anchors 7--must be tied in place prior to founda- tion inspection. Show adequate footings under all bearing walls and shear walls. Section 2907(d) Show stepped footings for slopes steeper than 1:10. Section 2907(c) Show minimum 18 inch clearance from grade to bottom of floor joists and minimum 12 inch clearance to bottom of girders. Section 2516(cl2 Show pier s·ize, spacing and depth into undisturbed soil. Table 29-A Show minimum under floor access of 18 inches by 24 inches. section 2516(c)2 Show minimum under floor ventilation equal -to 1 sq.ft. for each 150 sq.ft. of under floor area. Openings shall be as close to corners as practicable and shall . provide cross ventilation on at least two approximately opposite sides. Section 2516(cl6 / 1 <· Specify that posts embedded in concrete shall be pressure treated per UBC Standard No. 25-12. Section 2516(c)l @ See Additional Comments. Carlsbad , Plan Check t85-12 January 23, 1985 Additional Comments: 1. Show the location and weight of equipment to be placed on the roof. The structural engineer should confirm the structure is adequate for the_anticipated loads. 2. The structural calculations include a design for a retaining wall. Please show the wall height on the site plan and provide structural details on the plans. 3. ·The concrete column reinforcement tie spacing in detail 1/S-7 should be 12 inches on center instead of 18 inches in the center section of the column per UBC Section 2607(m)3. 4. Dimension the column segments for the three different column tie spacings in detail l/S-7. 5'. Only one handicap parking space is shown where three are required by T.itle 24. Note: 81 spaces is the break where 3 handicap spaces are required ~n~tead of 2. 6. Provide notes or details to show wheelchair access from·the , : handicap parking space to the front door. 7. Provide a note on the Title Sheet stating: "No use or occupancy will be pe~mitted until tenant improvement plans and complete Title 24 energy conservation Qompliance documentation are approved by the City Building Department". If you have any questions, please contact Dick Esgate at (619) 560-1468. Thank you. Enclosure: Title 24 Disabled Access Regulations -: ' I -I i f I j .,, I ! l ,. TITLE 24: DISABLED ACCESS REGULATIONS !NON-RESIDENTIAL CHECK LIST{ AT EACH CIRCLED ITEM, NOTE THE PLAN SHEEr THAT SHOWS THE CORRECTION. A. WALKS AND SIDEWALKS (SEC. 2-3323) 1. Walks and sidewalks shall have a continuous com• mon surface, not interrupted by steps or by abrupt changes in level exceeding Yi inch, and shall be a minimum of -48 inches in width. 2. Surfaces 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. Surfacrs with a slope of 6 percent gradient or greater shall be slip-resistant. · 4. Surface cross slopes shall not exceed '.4 inch per foot. 5. Walks, sidewalks and pedestrian ways shall be free of gratings whenever possible. For gratings located in the surface of any of these areas, grid openings in gratings shall be limited to ~ inch in the direction of traffic flow. 6. When the slope in the direction of travel of any walk exceeds 1 vertical to 20 horizontal it shall comply with the provisions for Pedestrian Ramps. 7, Abrupt changes in le\'cl along any accessible route shall not exceed ~ 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 \4 inch mav be vertical. When changes in levels greater than· Yi inch arc 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 48 in~hes wide by 4-l inches deep at a door or gate that swmgs away from the walk. Such walks shall extend 24 inches to the side of the strike edge of a door or gate that swings toward the walk. 9. All walks with continuous gradients shall have level areas at least 5 feet in length at intervals of at least every 400 feet. B. HAZARDS (SEC. 2-3324) 1. Warning curbs. Abrupt changes in level, except between a walk or sidewalk and an adjacent street or dri\'eway, exceeding 4 inches in a vertical dimen• sion; such as at planters or fountains located in or adjacent to walks, sidewalks, or other pedestrian ways, shall be identified by curbs projecting at least 6 inches in height abo\'C the walk or sidewalk surface to warn the blind of a potential drop off. When a guardrail or handrail is provided, no curb is required· when a guidcrail is provided centered 3 inches (plus or minus one inch) above the surface of the '.""'lk or sidewalk: the walk is 5 percent or less gradient or 110 adjacent hazard exists. . 2. Overhanging Obstructions: Any obstructions ~hat overhangs a pedestrian's way shall be a minimum of 80 inches above the walking surface as measured G from the bottom of the obstruction. ARKING (SEC. 2-7102) • The following table establishes. the number of handi· capped parking spaces required: Total Number of Parking Spaces Number of Handicapped Parking Spaces Required 1 • 40 • • • • • • • 1 ~ 41-so ....... 2 ~ ~------=,....~!: :~g::::::: ! -_----- 161 • 300 ••••••• 5 301-400 ••••••• 6 401 • 500 ••••••• 7 over 500 • • • • • • • I for each 200 additional spaces provided When less than 5 parking spaces arc provided, one shall be 1-l feet wide and lined to provide a 9 foot parkina: area and a 5 foot loading and unloadin,i area. 2. l'hysio.::illy handicapped parkin,i spaces shall be lo- cated as ne;&r as prilt:tical to il primary entrance: If on,ly one spjce is providt•d, it shall be 14 feet wide and lined to provide a 9 foot parking area and a 5 foot loading ilnd unloadinR ;&rea. When more than one space is pro, idcd in lieu of providing a 14 foot wide space for each puking space:, two spaces can be provided within a 23 foot wide area lined to provide: a 9 foot parkin11 area on each side of a 5 f~ot loading and unloadin11; area in the center. The mm· imum lc:n11th of each parkin11t spilCC sh~ll be 18 feet. S. In CilCh parkin11 area, a bumper or curb shall be pro- \'ided and located to prevent encroachment of cars over the: required width of walkwsys. Also, the space shall be so located that a handicapped person is not compelled [O wheel or walk behind parked cars Other ,than their own. Pedestrian ways which arc accessible to the physi- cally handicapped shall be provided from each such parking space to rcaltcd facilities, including curb cuts or ramps as needed. Ramps shall not encroach into any parking space. EXCEPTIONS: l. Ramps located at the front of physically handicapped parking spaces may encroach into the length of such spaces when such encroachment docs not limit a handicapped pcrso'ii 's capability to leave or enter their vehicle thus providing equivalent facilitation. <l. Surfac!= slopes of parking spaces f?r the physical!Y handicapped shall not exceed \4 mch per foot in any direction, 5. Entrances to and vertical clearances within parking structures shall have a minimum vertical clearance of 8 feet 2 inches where required for accessibility to handicapped parking SP.aces, 6. Handicap parking identification signs shall be _provided as required by Section 2-7102(e) in the following locations: • a, On the pavement within each required park- ing space b, At the entrance to the parking facility. D. SANITARY FACILITIES (SEC. 2-1711) 1. Where separate facilities arc provided for non-handi- capped persons of each sex, separate facilities shall be provided for handicapped persons of each sex also. Where unisex facilities arc provided for non- handicapped persons, such unisex facilities shall be provided for the handicapp:d. 2. Where sanitary facilities arc located on acc~ssible floors of a building, they shall be made accessible to the physically handicapped. S. Passageways leading to sanitary facilities shall have a clear access width as specified in Chapter 33. All doorways leading to such sanitary facilities shall have: a) A clear unobstructed opening width of 32 inches. b) /ii. level and clear area for a minimum dc~th of 60 inches in the direction of the door swm11 •s measured at right angles to the plane of the :lour in its closed position, and 44 inches where :he door swings ;1.way from the level and clear area. 4. Multiple accommodation toilet facilities shall have the following: a) A clear space measured f,rom the floor to a height of 27 inches above the floor, within the sanitary facility room, of sufficient size to inscribe a circle with a diameter not less than 60 inches, or a clear space 56 inches by 63 inches in siu. Doors other than the door to the handicapped · toilet compartment in any position may encroach into this space by not more than 12 inches. b) A water closet fixture located in a compartment shall provide a 28 inch wide clear space from a fixture or a 32-inch wide clear space from a wall al one side of the water closet and a 48 inch long clear space in front of the W-J.ter closet if the compartment has an end opening door (facing the water closet). A 60 inch minimum length clear space shall be provided in a compartment with the door located at the side. Grab bars shall not project more than 3 inches into the clear spaces as specified above. c) A water closet compartment shall be equipped with a door that has an automatic closing device, and shall have a clear unobstructed opening width of .32 inches when located at the end and 3-4 inches when located at the side with the door positioned at an an,tle of 90 degrees from ill closed position. Except for door opening width• and door swings, a clear unobstructed acceas not less than 44 inches shall be provided to water closet compartments designed for use by the handicapped and the space immediately in front 11/84 of a _,er d_OKt compartment shall be not lea • Illa~ 41 inches u measured at rillht anclea to com• partment door in its doted position. 5. Slnl)le ~tion toilet fac:iliUH llhall i-e the followingi There lhail be 91,1fflcient apece in the toilet r-rote ..,_elcheir •ea- uring JO inches wide by 68 inchea lonq to enter tlle r0a11 and pel'llit the door to cloae, n,. Nter closet shell be located in • apace which provides e 28 inch wide clear space fra. a fix- ture ar a J2 inch wide clear space rrOftl e well at one side of the water cloeet and 118 inchH of cleer apace in front or the water cloeet, 6, In an existing building a single accommodation toilet facility may have the water closet fixture located in a compartment' which -provides a clear space of not lcu than 36 inches wide by 48 inches long in front or the water clo1ct, 7, Grab b:us located on cad, side, or one side of the back of the physically handicapped toilet stall or compartment shall be securely ittacl,ed 33 inches · above and parallel to the floor. Grab bars at the side shall be at least 42 inches long with the front end positioned 24 inches in front of the water closet stool and grab bars at the back shall be not !cu than 36 inches long. The diameter or width of the gripp~g surfaces of a grab bar shall be l !4 inch to 1 ~ incl, or the shape shall provide an equivalent gripping surface. If grab bars arc mounted adjacent to a wall, the space be, tween the wall and the grab bars shall be 1 ~ inches. 8, A dear floor space 30 incl,cs by 48 incl,es shall be provided in front of a lavatory to allow a forward approach. Such clear floor space shall adjoin or overlap an acccsiblc route and shall extend into knee -and toe space underneath the lavatory. .9. When: urinals arc provided, at least one shall have a clear floor space 30 inches by 48 inches in front of the urinal to allow forward approach. 1D. ""8re facilities for bething ·are provided for the public, clients or eaployee1, including showers, bathtubs or lockers, at lea~t one such facility shall comply with the handi- cap access standards in Section 2-17ll(j). 11. 1/4 inch thick identification symbols shall be provided on doors to sanitary facilities. A. 12 inch triangle ror ...n and 12 inch die- •ter circle for woonen is require<!, E. WATER CLOSETS (SEC. P-1502) 1, The height of acceuiblc water closets shall be a min• imum. of 17 inches and a maximum of 19 inches measured to the top of the toilet seat. Flush controls shall be operable by an oscillating handle with a maximum opcratin_g force of 3 lb or by a remote low voltage button. The handle or button shall be located so they arc operable without requiring excessive body movement. F. URINALS (SEC. P-1503) 1, Where urinals arc provided at least one elongated rim at a maximum of l 7 inches above the floor is rcquircd. 2. Flush controls shall be hand operated, and shall be mounted no more than 44 inches above the floor, C. LAVATORIES (SEC. P-1504) l, Lavatories shall be mounted with a clearance of at least 29 inches from the floor to the bottom of the apron with knee clearance under the (ront lip ex• tending a minimum of 30 inches in width with 8 inches minimum depth at the top. Toe clearance shall be the same width and shall be a minimum of 17 inches deep from the front of the lavatory. 2. Hot water and drain pipes under lavatories shall be insulated or otherwise covered, There shall be no · shup or abrasive surfaces under lavatories. 3. Faucet controls and operating mechanism, shall be operable with one hand and shall not require tight · v,aspin,t, pinching or twisting of the wrist. The force rr')uircd to activate controls shall be no greater than 5 lb. Lever-operated, push·tYI'" and electronically controlled mechanisms arc namplcs of acceptable de1i«111, Self-dosing valves an: allowed if the faucet remai:11 open for at least IO seconds. ff. DRINKING FOUNTAINS (SEC. P-1507) 1, The drinkinc fountain shall be a minimum of 11 indles in depth-and there sha_ll be clear and unob- stl'\lctcd spaces under the drinking fowuain not less than 27 inches in height and 18 inches in depth, the depth measurements bcing·takcn from the front edge of the fountain. A side approach drinking fountain ia not acceptable. :l. The bubbler shall be activated by a control which is easily operated by a handicapped person such u a hand-operated lever type control located within 6 inches of the front of the fountain, a push bar control along the front of the drinking fountain, etc. The bubbler outlc t orifice shall be located within 6-inches of the front of the drinking fountain and shall be within 36 inches of the floor. The water stream from the bubbler shall be substantially parallel to the front edge of th~_drinking_-fountain,_ 3. Where water fountains arc provided, they shall be lo.:.atcd completely within .alcoves, or othcrwi,c positioned so .as not to encroach into P.Cdcsuian- ways. L DOORS le HARDWARE (SEC. 2-33D1, 3303, 15306) 1. All primary entrances to buildings shall be made accessible to the handicapped. 2, Hand activated door opening hardware shall be centered between 30 inches and 44 inches above the floor. Latching and locking doors that arc hand acti• vatcd and which arc in a path of travel, shall be opcr• able with a single effort by lever type hardware:, by panic bars, push-pull activating ·bars, or other hard· ware designed to provide passage without requiring tl;lc ability to grasp the opening hardware, Locked exit doors. shall operate as above in egress direction. Doors to individual hotel or motel units shall opcr· ate similarly, except that when bolt and unlatching operation is key operated from corridor or exterior side of unit door, large bow keys (2 inch) full'bow or 11.4 inch (half bow) shall be provided in lieu of lever type hardware on the corridor side. Separate dead lock activation on room side of corridor doors in hotels or motels shall have: lever handle or large thumb tum in an easily reached lo_cation._ S. Width and Heights. 1. Evc:ry required exit doorway shall be of a size as to permit the installation of a door not less _than 3 feet in width and not less than 6 feet, 8 inches in height. When installed in exit dporways, exit doors shall be capable of opening at least 90 degrees and shall be so mounted that the clear width of the cxitway is not less than 32 inches. f. For hinged doors, the opening width shall be mca• sured with the door positioned at an angle of 90 degrees from its closed position. At least one of a pair of doors shall meet this opening width require• mcnt. Revolving doors shall not be used as a required entrance for the physically handicapped. 5. Maximum c:ffort to operate doors shall not exceed 8.5 pounds for exterior doors and 5 pounds for interior doors, such pull or push effort being applied at, right angles to hinged doors and at the center plane of sliding or folding doors. Compensating devices or automatic door operators may be utilized to meet the above standards. When fire doors arc required, the maximum effort to operate the door may be increased not to cxccc:d 15 pounds. 6. Construction. The bottom 10 inches of all doors except automatic and sliding shall have a smooth uninterrupted surface to allow the door to be opened by a wheelcl,air footrest without a-eating a trap or h;tzardous condition. Where oarrow frame doors arc used, a 10 inch high smoot'1 panel shall be installed on the push side of the door, which will allow the door to be opened by a wheelchair footrest without a-eating a trap or hazardous condition. 7. Thresholds shall not exceed ½ inch in height. 8. Where turnstiles arc used a door or gate that is accessible to the handicapped shall be provided within 30 feet. ,. There ,it,ali be a level clear erea on each side of an edt or paeaage door. Provide 60 inches clear in the direction of the door awing and 44 inc:he• on the side opposite the door swing direction, "8aaur-,,ts •r• to be at right angle• to the cloaed door. 11/84 • 10. The width or the required level ere• on the aide into which the door swings shall extend 24 inchee past the strike edge ror exterior doors and 18 inches past the strike edge ror interior doors. 11. The space between two consecutive door openings in a vestibule serving other than a required exit stairway shall provide a 111ini-or 48 inches or clear space rrDIII .,Y door opening into the vestibule when the door is open 90•. Doors into a vestibule shall swing in the.-direc- tion or they both shall swing away rroa the vestibule. J. COIIRIOORS NIJ EXIT BALCONIES (SEC. Z-J304) 1. Corridors that exceed ZOO r"t in length ahall: a. Have a •ini-clear width or 60 inches; b. Hav:e at a central location, a 60 inch x 60 inch •ini-wheelchair turning/passing space; or c. Have at a central location, an intervening cross corridor (•ini-44"); or d. Have at a central location, an openable door which provides c01111)lying access to sn area·adjacent to the corridor. K. STAIRWAYS (SEC. z-:uos) 1.. Handrails shall extend a 111ini-or lZ inches beyond the top nosing and 12 inches plus the tread width beyond· the bott0111 nosing. z. The handgrip portion or handrails shall be not less than 1-1/4 inches nor 1110re than Z inches . in cross-sectional dimension or the shape shall provide an equivalent gripping surrece and shall have a S1110oth surrace with no sharp corners~ ,. The upper approach and the lower tread of each interior stair and every tread of exterior stairs shall be marked by a strip of clearly con- trasting color, at least 2 inches wide, placed parallel to, and not more than l inch rrom the nose of the step or landing to alert the visually impaired. (Appiies to stairs with 2 or more risers) 4. Open stairways are not part1itted. R·hera shall be sufriciently solid to prevent the passage or objects larger than 1/4 inch. 5. Tread surracea shall be alip-raaiatMtt and shall hive S11100th, r!IU'ded or c:harered exposed edges. The lower front edge shall be beveled or rounded. 6. Nosing shall not project 1110re than 1-1/2 inch past the race or the riser below. L RAMPS (SEC, 2-3306) 1. The slope of a ramp shall not exceed 1 in 12. 2. The top landings on a ramp must be at least 60 inches in depth. S. If a door swings onto a top landing the landing depth shall be not less than 42 inches plus the width of the door. 4. The top landing shall have a width not less than ita depth. 5. The top landing shall extend not less than 24 inches beyond the strike side of the door at exterior ramps and 18 inches at interior ramps. 6. The bottom landing shall be not less than 72 inchea dttp. 7; Intermediate landings shall be provided at turns and whenever the change in level exceeds 30 inches. 8. Intermediate landings on straight ramps shall have a depth of not less than 5 '·O ". Intermediate landing, on ramps that turn greater than 30 degrees shall be not less than 6 feet in depth. 9. Ramps shall be r,ot less than 4 fttt wide. 10. Ramps serving a primary entrance for an occupant load o( 300 or more shall be not less than 5 feet wide. 11. Handrails shall be placed on each aide of each ramp and shall extend 12 inches beyond the top and bottom of the ramp. 12. Surfaces of ramps shall be slip resistant. No nEVATOIIS (SEC. Z-SlOJ) 1. At leaat one elevator ahall ha\le a •ini-in- aide car pl1trort1 or 6 r .. t 8 inchea wide by 4 reet, inches deep with a •ini-clear opening width or 42 inches in buildings 010re than three stories in height and 1n all buildings where elevators are required. z. Passenger elevators in buildings other than thoH required in No. 1 above and serving an occupant load or 1110re than 50 shall have a 111ini-inside ear platror111 or 5 feet 8 inches wide by 4 feet 3 inches d~ep. Doors shall be, feet clear aide elide-type. ,. Passenger elevators in buildings other than thoaa required in No. l above and serving an occupant load or less than 50 shall have a mini-inside car platrom or 4 feet 6 inches wide by 4 reet 6 inches deep. The door opening shall be at leaat Z feet 8 inches clear width. 4. All passenger elevators shall have handrail lo- cated 2 reet 6 inches to Z feet 10 inches abovs the car platrorm. 5. Elevator car operation buttons need to be with- in reach or wheelchair users and or a type that blind or partially sighted persons can identlry as required by Section 2-510:J(e) z.o. and E. • 6. Wheelchair lirts shall comply with Sec. 2-5104. N. REf'IJCE AREAS (SEC. Z-JJO+Cg)) (FIRE MARSHAL RECULATED OCCUPANCIES) 1. Every multi-story building where access is pro- vided for the physically handicapped shall have designated (signed) roOffls or areas on each floor to provide sare refuge ror the handicapped. Refuge areas are not required on stories opening to grade or with r311ps to grade or in stories used only as service basements or only for park- ing. 0~ TELEPHO,',CS (S£C. Z-171J) i. General. If public telephones are provided, they shall comply with Section 2-171:J(a) through (g). P. ELECTRICAi. 1. Electrical receptacles (15, 20 and JO amps) shall be at least 12 inches above the floor. Section ,-210-zs z. Switches and controls for lights, appliances, cooling, heating and ventilating equipo,ent shall be not less than , feet nor 1110re than 4 reet above the floor. Section l-JS0-8 l. f'ire alar,a initiating devices shall be 48 inches above the rloor, ground or sidewalk. Section J-760-8.l Q. SPECIFIC OCCUPANCY REOUIREl"(NTS Chapters Z-6 through 2-14 have speciric occupancy requireftlents ror access in addition to the general requireftlents listed above. Provide notes and de- tails to CCIIIIPl)' with. ___________ _ 11/84 Dates/-2-3 ·8 6' Jurisdiction Qct_.,,-}s hec..J_ Prepared bys -e.&-VALUATION AND PLAN CHECK FEE CJ Bldg. Dept. [J Esgil PLAN CHECK NO. 8.5:_--J 2-. ~PIL~l~G A_l)_pRESS_ .± .......... u~ ... ~ .......... £_,,(;:J.._y"" _____ J_+ ___ c_~---,f--0 _________ _ APPLICANT/CONTACT L. 0:--S q v-9:i r. PHoNEtio • _______ _ BUI;LDING OCCUPANCY 7S-2-DESIGNER PHONE _____ _ TYPE OF CON~ON J/ -tJ CONTRACTOR PHONE ____ _ 6-fJn Iv BUIZDING AREA ' BUILDING PORTION VALUATION VALUE . . MULTIPLIER If)././),~-( f Jc.:rALlrn-uAJ. :1~700 IA~i:JO L/-0:l 7G 2 . ,, / ; I : ' Air-Conditionint?: Commercial @ Residential @ Res. or Comm. 25709 /, !:J--C) 08.!F0. 5 Fire Snrinklers @ ,. Total Value ..EV!t)i~- / fee Adjusted To Reflect 0 En e/ g y Reg u ),a-Hons ( f ~. l ) 0 Ha n-d.icnrp'(ed Re~~~ s ( f ~-h· 0 6 5 ) /L/-.J 8, tJO. . . Building Permit fee.$ t-/·3 .3 ·-f :Z. 7)( LJ O ~ $ Plan Che ck .fee__,$'----------------------"-------------· ...:;$ __ 9...__~-=--'Lf'--: _. _7_0_ COM MEN rs_· ___________ .,._ _______________ _ 7·'-17, 1 (p 8/4/82 ' ,. • 1200 ELM AVENUE etitp of Carl.sbab .PAGE 1,0F _t_ CARLSBAD, CA 92008-1989 FIRE DEPARTMENT TELEPHONE (619) 438-5523 APPROVED DISAPPROVED PLAN CHECK RE~ _ v----- PLAN CHECK# f(··--//J :i ;,< 4:4)~.,-t~/2-b PROJECT <:::;14,}1 J\lltu 1u/:A<"~,1r,ffr:, ADDRESS (lf/J?lsb,-,r.1 k•,u:-M, {,,, (11"Nl"'1; -:::.... J ARCHITECT El) VAN J\:p V "''-">CHI" ADDRESS ~4_Lf-fn~~J\....,l~,V ..... f'~l--',flh~1,:~t~I-PHONE h14l .t;'qrr -,-:;_;{, r OWNER _______________ ADDRESS ./\!FwoMr 1~·.,e,.I.. rA ' f / PHONE _,,1~.-~11~.l"-'-1-,-=7~;~p_ I OCCUPANCY _½...__-.... 4 _____ CONST. JEN TOTALSQ. FT. B,t:;7r-,:1 ;/ STORIES ~-..,.:/ __ _ JBT..SPRINKLERED D TENANT IMP. __ 1. __ 2. _;L 3. _2L4, _¼..5. __x_ 6 . . ' ---4--7. _)L 8. ~ 9. --2L10. X 11. APPROVAL OF PLANS IS PREDICATED ON CONFORMING TO THE FOLLOWING CONDITIONS AND/OR MAKING THE FOLLOWING CORRECTIONS: PLANS, SPECIFICATIONS, AND PERMITS Provide one copy of: floor plan(s); site plan; sheets -------'--------------- Provide two site plans showing the location of all existing fire hydrants within 200 feet of the project. Provide specifications for the following: T'r'Pf'" l">f /\/1 r,l AH 11 _ "l1-°1 r-!. " .... ,; , ('I'} Permits are required for the Installation of all fire protection systems (sprinklers, stand pipes, dry chemical, halon, CO2, alarms, hydrants). Plan must be approved by the fire department prior to installation. The business owner shall complete a building Information letter and return it to the fire department. FIRE PROTECTION SYS1EMS AND EQUIPMENT The following fire protection systems are required: # ~ Automatic fire sprinklers (Design Criteria: --N~t-P-A~__,_/=~-~'"'=P ..... fl.,_,_,N~A,__,V'~u+-,,_,l-_/c,-.A"""z..,_A.,_,_r:_,_D..........,,'---'-'?.'--iD.=.c'-'-,----=~'-, occ...._,.,_-:">_J_' D Dry Chemical, Halon, CO2 (Location: _____________ ..._;~--------'--1 -,----- 0 Stand Pipes (Type: ------------------------------0 Fire Alarm (Type/Location: ___________________________ _ Fire Extinguisher Requirements: ~ One 2A rated ABC extinguisher for each 1~noo ' extinguisher not to e)(ceed 75 feet of travel. sq. ft. or portion thereof with a travel distance to the nearest ~ An extinguisher with a minimum rating of ~ A to be located: D{<'>1'11\rf1 ,1~ 1\/,,J A,'-, ,c-,,r,78 J-.11-i'Z.../.v'O 1.,/q::: i.\l ,-1, ••• /, --" " ., D Other: ----------------------------------- Addition a I fire hydrant(s) shall be provided _ .... A.,._-,_, ___,,_,,..<"'-'-.• ,_,_,,_._,_1-"-1.'--"'-"'""',._'"'",r_.,_,t!i'""'' 1+-· __,_n.,_.?-'t'-"'_...,G_._....,-"-P..,_,1J+-',.~' p:;,;.__·_·-_,__,, . ___ _ EXITS Exit doors shall be openable from the inside without the use of a key or any special knowledge or effort. A sign stating, " This door to remain unlocked during business hours" shall be placed above the main exit and doors {_!J., J 1\1,L , re ;:HJ in tt'J-\T,tlci t,./1,, l\ .. c1.i\L,.IA-) .J ! -.. . . ' EXIT signs (6" x ¾" letters) shall be placed over all required exists and directional signs located as necessary to clearly indicate the location of exit doors. GENERAL __K_ 12. Storage, dispensing or use of any flammable or combustible liquids, flammable liquids, flammable gases and hazardous chemicals shall comply with Uniform Fire Code. --X--13. Bulldlng(s) not approved for high piled combustible stock. Storage in closely packed ppes shall not exceed 15 feet In height, 12 feet on pallets or In racks and6 feet for tires, plastics and some flammable liquids. If high stock pil- ing is to be done, comply with Uniform Fire Code, Article 81. ' _1-14. Additional Requirements. ----------------------------- . -J' '. --,, J f//VO ,r:Y 6M, I(,, 0 £.. fl -.-15. Report mailed to architect Met with __ ._ Attach to Plans I SCHOOL FEES: SAN DIEGUITO ______ _ ENCINITAS --------- 0:: LI.I ::;i: LI.I CARLSBAD ______ _ % COVERAGE ----------1--- 8 U IL DING HEIGHT -----+-,r..;.-....,.,1,..__ FENCES/WALLS_, _____ -f-+-l'--1-~-- TWO CAR GARAGE ------------ SAN MARCOS --.------ REQUIRED SETBACKS--____ _ FRONT SIDE~~~=' (L==== REAR --------- ;; ~ COMMENTS: ___________________________ _ W.J cc c:: Q ~ D REDEVELOPMENT APPROVAL REQUIRED: ____ N_._A _____ _ -Q D ______ ...;.., __ ,.._ l..U r . ~~ - ~j· D LANDSCAPE PLAN COMMENTS:___.,Y}-i--::11_1~4-"-li~awW!~A.M{YU~·::..;.;..;;;... ___________ ..,.. _____ .-Ji ENVIRONMENTAL REQUIREO: ~ .,C~·-.-------,,-,sj-_ g-~-----~ ~ I.IJ ~- 1.1.J .... LJJ > I-LU CC 0:: Q t-1.1.J u ex:: LJ.J ..... ,L\DDITIONAL COMMENTS_;,_:-~=--· --~.=,;;;;..._;:;;..' _.~:ii===-.:.=-----------~-:+-/ -'+;;i5~/:..-i~ OK TO ISSUE:-11t.:: DATE::;l./J/t.s'oK TO FINAL: __ ~_ DATE: -------- ******-t!*********frl!li~rtt******,:::-:::,:::-1:r..;;•:rt::f7r:t**********1~************-*************·********* · ENGINEER~ RI-ft> U/v'cfGAf cfuscRIPTION VERIFIED? ( y~/ -Wit-I~ = P.F.F. frt'x/..L:> PARK IN LIEU --~'-0_A-"~------------ --------I R.O.t~:_v"4 ____ u;,-__ -__ IMPROVEMENTS: _ezf~_I_~_, ___________ , __ _ E.D.U: -------------- LATERAL: ....:;;..t,.J,;..~_...;;,..----.;;;.___~~- GRADING PERMIT: \.-'--=--~:..::...::..:.:.:::.t--1--------------------- DRAINAGE: --=-~~~--------------------- EASEMENTS: ~ ~r'~~f ADDITIONAL COMMENTS: _______ _ ... ' ; . I r-• • • ~. D 260 ~8 D. ---·~-----1---"'---------~~------------ ucx: OK TO ISSUE:---~...,..._.______ DATE: ?/«' PUBLIC WORKS INSPECTOR: _______________________ _ FINAL OK: \!£Jj DATE:_·1+41.M!.i.=..<.µ/ Y~t;._".....,-___ · ---------- * IF THIS ITEM IS NOT CHECKED, BUILDING DEPART19:ENT WILL MAKE ALL INSPECTIONS (DRIVEWAYS, CURB CUT, DRAINAGE, ETC.} ~~~---.---------------~--·-· . ---~-·--.. ,.,. ...... ~-. ---·-' , .. -._, c..a_ . .., -~ 0 o. DOHUBE; INC, Structural Engineer Project_· _____________ .......,......., Page ______ _ Item i M' Sheet -----Des. Chk. · Appr. Date: --------------Job STRUCTURAL CALCULATIONS _ FOR SMITH MANUFACTURING-LOT #28 · .CARLSBAD RESEARCH CENTER RUTHERFORD RD. & GEIGER CT. CARLSBAD, CA. PREPARED FOR . LUSARDI CONSTRUCTION.& ENGINEERING CO. 1570 Linda Vista Dr. San Marcos, C_a. 9f609 ·-.PREPARED BY DOHUBE, INC. STRUCTURAL ENGINEERS 150 El Camino Real, Suite 206 ... / Tustin, CA 92680 (714) 838-3068 . ~ ~~~'---~~S?Z Jo~ No.· fA· \~lo Date \?-/'l/o/84. INDEX ITEM PAGES ROOF FRA°M.ING; •. • • • • • • • • • • • • • • • • • • • • • • • • • • • • 1 8 WALLS.. • • • • • • • • . .' ••••••••••••••. • • . • • • . • • ~ • • 9 -12 COLUMNS •••••••.••••••••.•••••.•••..••.•••• 13 -15 HORIZONTAL ••••••••.••.. ~._ ...••••••••...• -•• 16 -25 FOUNDATIONS ••.•••.•..••.•••••••••••••••••••• 26 --31 RETAINING WALLS ••••••••••••••.••••.••••••• 32 --34 · I \ ;.., Structural Engineer Project __________________________ _ · Item Page _ . 1 Sheet_Q _____ ) _____ _ -Des. . Chk_..;;.. __ Appr. ___ Date: __ _ Job 84-\~C::, ~---u ~--:_ -------------,-_';2~ .. / ,@ -co -~.-J: rI ..... -~ _ ...... r0ia..e,··-· ---wr --,~ ~ -"~ ~ -@1 ~ Q.! .Ji .'° ~ d) ~ 'Q" ' ~Qj ' · . .. -,... ·-r---.:r' · '-·.. if! rA I -" -~,!. ~----"-------[1)------iLt---iv--...---o---<ll---<l>--I' -~"' ---_.::·:i::::--.:ii;" -~ r '; -~ (D ,I.). .. • , .. EA :l> 0 c::3 -~ --' I ,. ' • ' & ~ ~ ~ ~ ~~-----n---4\.----- __ ,., .. -. -~ ) ·) r-. r. ·ao f &/' cP • d) I co en cl), . 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Lt? k:.-) . . . n ~~I '\I':: "-. $'.;I , l • ' ' ~-. :. ~c1tv·.~o:F ,!, CARLSBAD · Building Department .INSPECTION RECORD_ .INSPECTION RECORD CARD WITH APP80VED . PLANS M~ST BEC:E[-6 ON TH. JOB ' CALL PRIOR TO 4:88 P.M. FOR NEXT WORK DAY INSPECTION FOR BUILDING INSPECTION · CALL: 76 0 2 -60 CB130430 . 2180 RUTHERFORD RD CALLAWAY GOLF WORK IN PREPERATION OF CB 12-2634 MISC OTHER Lot#: PACIFIC BUILDING GROUP RECORD COP'1· -2725,... 2/2., I'< -·· APPROVED TO COVER DATE: Type of lnsp~ti~n Date Inspector Notes { I. . - BUILDING . - FOUNDATION REINFORCED .STEEL MASONRY - DGR0UT 0 WALL. t>RAINS . - TILT PANELS POUR STRIPS COLUMN FOOTINGS .,. SUBFRAME · 0 FLOOR 0 CEILING ROOF SHEATHING E,>CT. SHEAR PANELS -. FRAME 2 42,Z,. i."'\ l'X O'f-/ U /i °5 .......... ~ ~l~ INSULATION -.e.1A,,,. ~-Ir ~p· '6tD~. - EXTl;RIOR LA TH a.,,..,. _I,"'-I ~oF .I'--~J. - INTERIQR LATH &DRYWALL .. ~-· ,._ .. ~ -le-~. ·ov. -P ~ ' 11'4--eiGL'"~ .I'...,._ -s ~~l -~ ..... ~ FINAL ~L· a..:s:. ~. ML.. PLUMBING -$'9,/t'!J.t! ,r,~-~ 17M-LOb,MG 0 SEWE~ AND B1/Cp -0 Pl/CO . -. I UNDERGROUND 0WASTE 0WATER TOPOUT 0WASTE· 0WATER .. . TUB AND SHOWER PAN o·GASTEST OGASPiPING / 0 WATER HEATER 0 SOLAR WATER -· FINAL· ELECTRICAL - -- 0 ELEcm1c UNDERGROUND DUFER ROUGH ELECTRIC WALLS ,' ROUGH ELECTRIC CEILING •-,/ 1l/B ~ -r-(,AP ~ 11"" lt>t. ,MG- 0 ELECTRIC SERVICE 0 TEMPORA;RY _. -~ ' .. ., .. l 0 BONDING DPOOL ·-. " PHOTO VOLTAJC. FINAL \ MECH.ANICAL UNDERGROUND DUCTS & PIPING . ' .. . 0 DUCT &,P~. 0 REF. PIPING ·--·--HEAT· AIR C0ND. SYSTEMS ! VENTIL,ATING SYSTEMS . . .. -. . , -· FINAL : -- CALL FOR FINAL INSPECTION WHEN ALL APPROPRIATE ITEMS ABOVE HAVE BEEN APPROVED . .. FINAL 'Sign When Appr~priate Building Dept. (Inspections/ 1160) 602-2725 -J I Fire ·Department (760) 602-4~60 ·,11~~,, ~ . . ~.i..ltv\ Pla.nning: Department (760) 602-4602 . , r ... ~ ) ·Engineering Dept. (Inspections) . {760) 438-3891 . Building Inspectors (7am-4pm) {760) 602-2700 -. CMWD (760) 438-2722 Ext 7151 .. ,, ' . - 1635.Faraday Ave. • Carlsbad, CA 92008 • 76~-602-~700 • www.carlsbadca.gov REV 10/2011 SEE BACK FOR SPECIAL NOTES TYPE OF INSPECTION Date Inspector Date · Inspector Date Inspector Notes .FIRE ~ A/S UNDERGROUND A/S OVERHEAD I . ' AfS FINAL . l'.la.l\ \1~ CJ(Jv,~ ll~ hi '3 ~ ) AUTO EXTINGUISHING SYSTEM . I } • v ., . MEDICAL GAS • .,, 't \'\ ~:: i '.·:~, .., ... ,~A] 'N ... ALARM SYSTEM .. ' . ' ' STOJ?M W,ATER 600 PRE-CONSTJ?UCTION MEETING 603 FOLLOW-UP .. 605 NOTICE TO CLEAN .. 607 WRITTEN WARNING ~ .. 609 NOTICE OF VIOLATION .. {, 10 VERBAL WARNl~G '. . . . . .. : - FINAL • I ' ' . ' .. . .. '·, l ;. . :·· . . . 1Sec~ion '541~-•-ttealth .and s,fety C~d~, Sta~e of Califo~nia . ' , . /: . ·, '~ ,, ' ' "" ' . . (a) . The.re shall be not les~ tban _one wat~r closet for:.~ach 20 emplQyees or fractional p&rt ther~of working . _at a construction j~b site. The water clo~et.~halJ·con~i~t of.a patent~d chemieql type toilet. · ·. · , ·. . ', . ·' . (b) .For the PL!rpose· of thi~ section .the· term-co~·stryction site shall mean the.)o~ation ·on whi~h ·act~al construction of a building is in progre!SS. · . : . · · :, · . -· . . : . · ( c) A violation of thjs section· _shall constitute a misdemeanor. ' ' . All construct.ion or work for w_hich a permit is required ~hall be subject to inspection and all such cons~ruction or wprk shall remain accessible and exposed for inspection purposes· until approved by the inspector .. Work .shal! not be done beyond the point indicated in each successjve· inspection without first obtajning the approval of the inspector. · · · · ADDITIONAL NOTES J=7/Z£,· OV£-t. /...J'J:'"AJ:P VII. ;t::,1;A... ~ J,,,/1:",,ar:) Ur.-.; nrJ2,r_,,-:;;:,_ _;::£Vt_ PA.11 --r11,~ a.o,:,/1--\ a,,,~ ~.1../ 4 rr:to6 ~-,, -r?,. -z--~~--?./21// .r r , ' / : .. . ' ' : .. . . ' ,· .. < ... ... • 13 Inspection List Permit#: CB130430 Type: MISC Date Inspection Item 01/31/2014 89 Final Comb9 03/13/2013 84 Rough Combo 03/11/2013 84 Rough Combo 03/06/2013 34 Rough Electric 03/06/2013 84 Rough Combo 03/01/2013 92 Compliance Investigation 02/22/2013 14 Frame/Steel/Bolting/Weldin Tuesday, February 04, 2014 OTHER Inspector Act PB AP MC AP MC PA PB NR PB NR PB AP PB AP CALLAWAY GOLF WORK IN PREPERA TION OF CB 12-2634 Comments T-GRID, RM 106 ONLY T-GRID, SEE CARD Page 1 of 1 ,.}· t \ s.-_ ,._,7 t,, ' REPORT OF SOIL INVESTIGATION Carlsbad Research Center -Lot 28 Rutherford Road and Geiger Court Carlsbad, California JOB NO. 84-3704 19 November 1984 prepared for: Anthony Lum Lusardi Construction Company prepared by CEOTECHNICAL EXPLORATION, INC. 8145 Ronson Road, Suite H San Diego, CA 92111 GEOTECHNICAL EXPLORATION, lNC. · SOIL & FOUNDATION ENGINEERING GROUNDWATER • GEOPHYSICS • ENGINEERING GEOLOGY 19 November 1984 Mr. Anthony Lum LUSARDI CONSTRUCTION COMPANY 1570 Linda Vista Drive San Marcos, CA 92069 Subject: Report of Soil Investigation Carlsbad Research Center -Lot 28 Rutherford Road and Geiger Court Carls bad, California Dear Mr. Lum: Job No. 84-3704 In accordance with your request, Geotechnical Exploration, Inc. has performed an investigation of the surface and subsurface soil conditions at the location of the subject proposed project. The field work was performed on November 6, 1984 by our Field. Engineer. It is our understanding that the site is being developed to receive a pre-fabricated, tilt-up panel manufacturing structure. The structure is to be a maximum of one story in height and will be constructed of standard-type building materials, utilizing conven- tional, continuous foundations or spread footings. Our investigation revealed the subject site to be underlain by moderately compacted, mixed, silty, clay and fine sandy fill soils With good bearing characteristics. These fill soils were found to be moderately to very highly expansive within the upper three feet. In our opmton, if the conclusions and recommendations presented in this report are implemented during site preparation, the site will be suited for the proposed develop- ment. The work performed and recommendations. presented in this report are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This opportunity to be of service is sincerely appreciated. Should you have any ques- tions concerning the following report, please do not hesitate to contact us. Refer- ence to our Job No. 84-3704 will expedite response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. RJS/laj 8145 RONSON ROAD, SUITE H • SAN DIEGO, CALIFORNIA 92111-2081 • (619) 560-0428 TABLE OF CONTENTS I. SCOPE OF WORK II. SITE DESCRIPTION .Ill. FIELD INVESTICATION IV. DESCRIPTION OF SOILS A. B. Artificial Fill Formational Materials V. GROUND WATER VI. LABORATORY TESTS & SOIL INFORMATION VII. CONCLUSIONS AND RECOMMENDATIONS A. B. c. D. Preparation of Soils for Site Development Design Parameters for Foundations and Retaining Walls Site Drainage Considerations General Recommendations VII-I. GRADING NOTES IX. LIMITATIONS FIGURES I. Site Plan 11. Boring Logs 111. Laboratory Test Results Maximum Dry Density Optimum Moisture Expansion Potential IV. Foundation Requirements Near Slopes APPENDICES A. Unified Soil Classification System B. Grading Notes PAGE 1 2 3 3 3 5 5 6 8 8 12 14 15 15 16 REPORT OF SOIL INVESTIGATION Carlsbad Research Center -Lot 28 Rutherford Road and Geiger Court Carlsbad, California JOB NO. 84-3704 The following report presents the findings and recommendations of Geotechnical Exploration, Inc. for the subject project. In preparation of this report we have reviewed the following document "As Graded Geotechnical Report, Carlsbad Research Center, Phase II and 111; Carlsbad Tract No. 81-10; Carlsbad, California"; San Diego Soils Engineering, Inc., September 10, 1984; Job No. SD11(>2-10. The scope of our work assumes the soil and geologic conditions, as well as fill densities reported in the above-described report, are accurate. Since the scope of our work is to place isolated test borings, we assume continuity of the encountered soil conditions between the test boring locations. I. SCOPE OF W()RK It is our understanding, based on communications with Mr. Anthony Lum of Lusardi Construction , that the site is intended for the construction of a prefabricated, tilt-up -panel, manufacturing structure and associated parking improvements. With the above in mind~ the Scope of Work is briefly outlined as follows: 1. Identify and classify the surface and subsurface soils to depths, in conformance with the Unified Soil Classification System (refer to Appendix A). 2. Determine the allowable bearing pressures for the existing compacted fill and natural ground, based on the soil conditions encountered in our subsurface test borings. 3. Recommend treatment for any expansive soils and/or encountered uncompacted fill soils that, if left in place and unmodified, could result in future damages to the proposed structure. 4. Predict the settlement of the natural-ground soils, as well as any compacted fill soils (compacted to at least 90 percent of Maximum Dry Dens.ity), under the proposed structural loads. Carls bad Research Center -Lot 28 19 November 1984 Job No.,84-3704 Page 2 5. Recommend active and passive earth pressures to be utilized in design of any proposed retaining walls and foundation structures. 11. SITE DESCRIPTION The property is legally described as: Lot 28 of Carlsbad Tract No. 81-10. The site, consisting of approximately 1.65 acres, is located within the City of Carlsbad at the southwest corner of the intersection Rutherford Road and Geiger Court in an area designated as the Carisbad Research Center. The property is bordered on the north by Rutherford Road, on the east by Geiger Court, on the west by Lot 29 of the Carlsbad Research Center, and on the south by Lot 27 of the -Carlsbad Research Center. The site, in its current configuration, is the result of grading operations which have constructed a large, relatively level building pad bounded on the south by the toe of an approximately 12-foot-high fill slope, on the west by the top of an approximately six-foot-high fill slope, on the north by the toe of an approximately 3.5-foot-high landscaped fill slope, and on the east by the toe of an approximately 4.5-foot-high landscaped fill slope. There are no existing structures on the site. A circular concrete storm drain inlet roughly five feet in diameter exists at the northwest corner of the property, and a manhole over a vertical storm drain ctccess line exists at the southwest corner of the property. Vegetation on the site consists primarily of a sparse growth of grasses and weeds. The property is bordered to the north and east by landscaped fill berms up to 4.5 feet in height. These are planted with lawn grasses, immature shrubs and trees. Al! fill slopes are planted with a moderate growth of new lawn grass., The property slopes gently to ·the northwest (and is designed to drain via the existing storm drain inlet), with approximate elevations ranging from 290 feet above mean sea level (MSL) to 284 feet above MSL. Survey information concerning actual elevations across the site was not available at the time of this investigation. Carls bad Research Center -Lot 28 19 November 1984 Ill. FIB.D INVESTiGATION Job No. 134-3704, Page 3 Five test borings were placed on the site, specifically in areas where structures and improvements will be located and where representative soil conditions were expected. Borings were advanced by using a truck-mounted auger drill rig. The bprings were located in the field by referring to an unlabeled and undated copy of a grading plan for the Carlsbad Research Center provided by the client. The soils were visually inspected by our Field Engineer, and samples were taken of the predominant soils throughout the field operation. Excavation logs have been prepared on the basis of our inspection and the results have been summarized on Figure No. II. The predomi- nant soils have been classified in conformance with the Unified Soil Classification System (refer to Appendix A). IV. DESCRIPTION OF SOILS A. Artificial Fill Artificial fill soils underlie all of the existing proposed project pad. The fill appears to continue to the south and west as a continuous feature (San Diego Soils Engineering, Inc. 1984). The encountered fill varies in depth at the subject site from approximately three feet at the southeast corner to approximately 18 feet over a previously existing drainage canyon on the northern portion of the site (refer to Figure No-. 11, Excavation logs). According to the "As Graded Ceotechnical Report" issued by San Diego Soils Engineer- ing (1984) for the subject site: "In areas which received fill; vegetation, debris and other deleterious materials were removed. Topsoil and alluvium were removed down to 'firm natural material or bedrock. Prior to placing fill the exposed natural ground was scarified six to eight inches, brought to near optimum moisture conditions and , compacted. The natural ground is considered suitable for the support of the fill placed at the site ••• Fill soils were placed in about six to eight inch lifts, brought to near optimum moisture content and compacted. The equipment used for compaction consisted of a self-propelled, steel-wheeled compactor, sheepsfoot rollers and other '. Carls bad Research Center -Lot 28 19 November 1984 Job No.' 84-3704 Page 4 heavy earth-moving equipment. Grading op~rations were started and completed to rough grade during the period covered by-this report (September 1983 through June 1984) ••• Density tests were made ,in accordance with A.S. T.M. D-1556-64 (Sand Cone Method), A. S.T .M. D2937-71 (Drive-Cylinder-Method) and A.S. T .M. D2929-81 (Nuclear Gauge Method) ••• Ninety percent of the laboratory maximum density as determined -in accordance with A. S. T .M. Method of Test D-1556-78 (Five-layer Method) was adopted as the lowest acceptable test res ult in str_uctural fill areas.' Review of Table I, Results of Compaction Tests, of the previously referenced report indicates that 34 density tests are reported for the subject lot. Only one of these tests represents a retest of a test reported at less than 90 percent of the laboratory maximum. All other reported test results represent relative compactions of great~r than 90 percent of the laboratory maximum. Review of the reported test elevations for the compaction tests listed in Table I of the previously referenced report and review of a client-provided, undated, unlabeled copy of a grading plan for the Carlsbad Research Center indicates that fill soils placed on the subject lot were placed at depths ,greater thari the maximum difference in elevation between the current reported finished rough grade elevations and the original reported topographic elevations. Results of our field investigation also indicate greater fill depths than would be anticipated from C?mparison of original topography with planned final grade elevations. Apparently this is the result of undercutting and removal of topsoils, alluvium and other deleterious materials during the initial phases of the grading. The artificial fill soils encountered during our field investigation phase on the subject lot consist of a mixture of olive brown, olive gray, brown, yellow-brown and reddish brown, clayey silts, silty clays, sandy clays and silty fine sands. These encountered materials are moderately to well-compacted, of low consolidation potential, and of high to critical expansion potential. The encountered fill materials have good bearing characteristics. Additionally, the upper one to two feet of fill soils on the subject lot Carls bad Research Center -Lot 28 19 November 1984 Job No. 84-3704 • l Page 5 were found to exhibit moderately deep and extensive desiccation cracks (due to shrinkage of the highly expansive materials). These mixed fills were encountered in all borings and are underlain by good-bearing, silty, clayey and sandy formational materials. For details and laboratory results refer to Figure Nos. 11 and Ill. B. Formational Materials According to the previously reference.cl "As Graded Geotechnical Report•, the site is underlain by the Cretaceous-age Point Loma Formation and Jurassic-age Santiago Peak Volcanics. Erosional remnants of the Eocene-aged Santiago Formation were also noted to exist in the bottom of a major east/west-trending drainage canyon located in the approximate center of the site (i.e. the Carlsbard Research Center). Formational materials were encountered in each boring advanced on the subject lot during our field investigation phase. These materials were encountered at depths greater than those anticipated after review of a client-provided, unlabeled and undated grading and topo- graphic plan. Apparently this is the result of undercutting and removal of topsoils, alluvium, and other deleterious materials during the initial phases of grading on the subject lot. The encountered materials consist of olive gray, olive brown, iron oxide-stained, clayey sands, sandy clays, siltstone and claystone. These materials are medium-dense, dense, and stiff, of low consolidation potential, and of low to high expansion potential. They have good bearing strength characteristics. These forma- tional materials are overlain by moderately to well-compacted artificial fill soils. It must be noted that no geologic reconnaissance was performed on the subject site or in the general vicinity by Geotechnical Exploration, Inc. Geologic investigation was beyond the scope of this project. V. GJUXJND WATER No ground water problems were encountered during the course of our field investi- gation and we do not expect significant problems to develop in the future--if the property is developed as pres.~ntly designed. The previously issued "As Graded Geotechnical Report' prepared by San Diego Soils Engineering, Inc. notes that canyon subdrains have been properly installed under their request and direction. It should be {. Carls bad Research Center -Lot 28 19 November 1984 Job No. •84-3704 Page 6 kept in mind, however, that any required grading operations may change surface drainage patterns and/or reduce permeabilities due to the densification of compacted soils. Such changes of surface and subsurface hydrologic conditions, plus irrigation of landscaping or significant increases in rainfall, may result in the appearance of minor amounts of surface or near-surface water at locations where none existed previously. The damage from such water is expected to be minor and cosmetic in nature, if good positive drainage is implemented at the completion of construction. Corrective action should be taken on a site-specific basis if, .and when, it becomes necessary. VI. LABORATORY TESTS AND SOIL INFORMATION Laboratory tests were performed on the disturbed and undisturbed soil samples in order to determine their physical and mechanical properties and their ability to sup- port the proposed structure. The following tests were conducted on the sampled soils: 1. Moisture Content (A.S. T.M. D 2216-71) 2. Density Determinations 3. Mechanical Analysis (A.S. T .M. D 422) 4. Expansion Tests (County of 5an Diego) s. Consolidation Tests (A.S. T .M. D 2435) The relationship between the moisture and density of undisturbed soil samples gives qualitative information 'regarding the soil strength characteristics and soil conditions to be anticipated during any future grading operation. The mechanical analysis was used to aid in the classification of the soils according to the Unified Soil Classification System. The expansion potential of clayey soils was determined utilizing the County of San Diego Test Method for Expansive Soils. Expansive soils are classified as follows: .. ,. Carls bad Research Center -Lot 28 19 November 1984 0 to 3 percent 3 to 6 percent 6 to 12 percent Above 12 percent Job No. 84-3704 ' J Page 7 Low or Considered "Nonexpansive" Medium High Very High According to the County of San Diego Test for Expansive Soils, recorded swells of less than three percent result in classification as nonexpansive soils. Consolidation Tests were performed on the encountered fill soils. The soils were contained in one-inch-high brass rings and loaded into a consolidometer. The specimens were s-ubjected to increased loads and the resulting consolidations noted. The consolidation tests aid in determining anticipated settlements of the natural ground and the encountered fill soils un·der the proposed building loads and the weight of any overburden fill soils. Based on the above laboratory test data, a thorough visual inspection of the primary soil types on the project, and our previous experience with laboratory testing of soils of the same type, our Geotechnical Engineer has assigned conservative values for friction angle and cohesion to those soils which will have significant lateral support or bearing functions on the project. Based on the laboratory test data; visual inspection of the primary soil types, and our previous experience with field testing procedures developed by our firm, our Geotechnical Engineer has assigned conservative values for the coefficient of friction of soils which are expected to underlie floor slabs, footings, retaining wall founda- tions, or any structure subject to possible failure by sliding. If more than one soil type is determined to underlie a structure, the coefficient on only the lower value soil will be presented in this report. Drive samples were obtained by recording the number of blows required from a dropped weight to drive a samp!~ tube a given distance. The Standard Penetration Test is performed by using a 140-pound weight falling 30 inches to drive a two-inch O. D. by 1 3/8-inch I. D. sampler tube a distance of one foot. The following chart {as Carls bad Research Center -Lot 28 19 November 1984 Job No. 84-3704 Page 8 ' referenced from 'Basic Procedures for Soil Sampling and Core Drilling' -W .L. Acker 11, 1974), provides a correlation between the number of blow counts taken during advancement of our exploratory borings on the subject site and the relative density of the soil: Density Blows/Foot with Soil Determination 3-inch O.D. Sampler Sand & Silt Loose 0 -20 Medium 21 -53 Dense 54 -98 Very Dense Over 98 Clay Very Soft 0-2 Soft 3-4 Medium 5 -9 Stiff 10 -18 Hard 19 -90 VII. CONCLUSIONS AND RECOdMEN~ATIONS The following conclusions and recommendations are based upon the practical field investigations conducted by our firm, and resulting laboratory tests, in conjunction with our knowledge and experience with the soils in the Carlsbad area of the County of San Diego. A. Preparation of So_ils for Site Development 1. Due to the extensive and moderately deep nature of the desiccation cracks that exist in the upper one to two feet of the previously placed artificial fills, it is recommended that the upper 18 inches (fo be determined by the on-site representative of a qualified soils engineering firm) be scarified in the proposed building area, watered to at least three percent over optimum moisture content and recompacted to 85 to 87 percent of Maximum Dry Density prior to construi;:tion of the propo~ep project. Carls bad Research Center -Lot 28 19 November 1984 Job No. 84-3704' Page 9 2. Unless properly dealt with, the moderately to highly expansive characteristics of the fill soil (described above) can cause significant damage to the structure and associated floor slabs and improvements (such as those planned for the subject property). In order to reduce significantly the potential for such damage, the recommendations herein must be followed: 2.1 The continuous foundations and spread footings shall extend a minimum depth of 24 inches into the firm natural ground or compacted fill. The continuous foundations shall be reinforc:ed with four No. 4 steel bars; two bars shall be located near the top of the foundations and two bars near the bottom. 2.2 Prior to pouring footings and foundations and prior to placement of any visqueen or sub-slab sand, and hanging of steel, the clayey soils shall be thoroughly watered such that they approach their maximum potential for expansion. This recommendation must be strictly adhered to and a representative of this firm will verify that the moisture content of the expansive foundation soils have been adequately elevated within 72 hours of placing concrete or any sub-slab sand. It is particularly important to "pre-expand" expansive soils beneath proposed footings and concrete floor slabs. Therefore, we require that "pre-moistening" holes be placed extensively in excavated footings and proposed slab areas prior to watering. In the slab areas, the commercially available aerator with the deepest soil penetration should be used, with the coverage so extensive that a maximum average distance of only three inches exists between individual holes. This will appreciably decrease the necessary time for water to penetrate and "pre-expand" these expansive soils. In footing excavations, one-half to one-inch-diameter holes shall be placed to depths of at least 12 inches, and at maximum between-hole spacing of 12 inches, to facilitate pre.,moisturization of foundation soils. l ' Carlsbad Research Center -Lot 28 19 November 1984 Job No. ,B4-3704 Page 10 2.3 Concrete floor slabs, if used, shall be founded on at least two inches of clean sand overlying 6 mil visqueen, overlying four inches of crushed rock or clean decomposed granite. The slabs shall be reinforced at the center of the slab section With 6 x 6 -6/6 steel wire mesh or No. 3 steel bars on a 24-inch grid pattern. 2.4 Even if Recommendation 2.2 or 2~3 is implemented~ it is not possible to prevent all vertical sta·b movement generated by the wetting or drying of expansive soils. We, therefore, recommend the Project Structural Engineer incorporate isolation joints and saw cuts to at least 5/8-inch in depth in any floor slab designs. The joints and cuts, if properly placed, should reduce the potential for and help control floor slab cracking. 2.5 It is recommended that all nonstructural concrete slabs (such as patios, driveways, sidewalks, et cetera) and all parking areas be founded on at least six inches of nonexpansive soils. All nonstructural slabs must be reinforced with a minimum of 6 x 6 -10/10 steel wire mesh at the center of the slab section. Construction \joints shall be provided at 10-foot intervals or less. 3. No uncontrolled fill soils shall remain on the site after completion of any future site work (except landscape soils). In the event that temporary ramps or pads are constructed of uncontrolled fill soils during a future grading operation, the location and extent of the loose fill soil~ shall be noted by the on-site representative -of a qualified soil engineering firm. The loose fill soils shall be removed and/or recompacted prior to completion of the grading operation. 4. Any septic tanks, subsurface disposal systems, wells, et cetera, which might be · discovered on the site, shall be removed and properly backfilled with approved on-site or imported fill soils, and shall then be compacted to at least 90 percent of Maximum Dry Density. < ' Carls bad Research Center -Lot 28 19 November 1984 Job No,. 84-37!)4 Page 11 5. Any -backfill soils placed in utility trenches or behind retaining walls which support structures and other improvements (such as patios, sidewalks, drive- ways, pavements, et cetera), other than landscaping, shall be compacted to at least 90 percent of Maximum Dry Density. It is recommended that these utility trenches be backfilled with clayey and silty on-site materials rather than sandy, granular materials that may serve to provide a permeable conduit for excess surface and ground moistures beneath slabs and foundations. 6. City and County agencies often require that a qualified soils engineering firm verify the actual soil conditions revealed during site grading work and footing excavations to be as anticipated in the "Report of Soil Investigation• for a project. In addition, the compaction of fill soils placed during site grading work must be tested by a representative of a qualified soils engineering firm. In order to minimize any work delays at the subject site during site develop- ment, this firm should be contacted 24 hours prior to any need for inspection of footing excavations or field density testing of compacted fill soils. If possible, placement of formwork and steel reinforcement in footing excavations should not occur prior to inspection of the excavations; in the event that our inspection reveals the need for deepening or re-designing foundation structures at any locations, any formwork or steel reinforcement in the affected footing excavation areas would have to be removed prior to correction of the observed problem (i.e., deepening the footing excavation, recompacting soil in the bottom of the excavation, et cetera). 7. All contemporary pavement section design methods assume compaction of the upper one-half foot of foundation soil (natural ground or compacted fill) and all base materials to at least 95 percent of Maximum Dry Density. We therefore recommend that the upper one-half foot of foundation soils and all base materials beneath street, driveway, and parking area pavements be compacted to a minimum of 95 percent of Maximum Dry Density. This recommendation also applies to the upper soils in backfilled trenches or behind retaining walls which support pavement sections. ,, Carlsbad Research Center -Lot 28 19 November 1984 B. Design Parameters for Foundation-and Retaining Walls Job No. 84-3704 , Page 12 8. the maximum safe load-bearing value (at a depth of 24 ,inches into the natural materials or compacted fill soils on this site) is at least 2,000 pounds per square foot. This load-bearing value may be utilized in the design of continuous foundations and spread footings when founded a minimum of 24 inches into the firm natural ground or compacted fill, measured, from the lowest adjacent grade at the time of foundation construction. This load-bearing value may be increased one-third for design loads that include wind or seismic analysis. 9. Based on our laboratory test results and our experience with the soil types on the subject site, the soils should experience differential settlement in the magni- tude of less than 1/2-inch under a str-uctural load of 2,000 pounds per square foot.- 10. The active earth pressure (to be utilized in the design of walls, et cetera) shall be based on an Equivalent Fluid Weight of 35 pounds per cubic foot (for level, imported, granular backfili only). In the event that a retaining wall is surcharged by sloping backfill, the design active earth pressure shall be based on the appropriate Equivalent Fluid Weight presented in the, following table: Height of Slope/Height of Wall• Slope Ratio 0.25 0.50 0.75 1.00 (+) 1.5 (NOT ALLOWED) 2.0 43 49 53 55 *To determine design active earth pressures for ratios intermediate to those presented, interpolate between the stated values. . ' \, Carls bad Research Center -lot 28 19 November 1984 Job No. 84-3704 , Page 1~ In the event that a retaining wall is to be designed for a restrained condition, a uniform pressure equal to a•H (eight times the total height of retained soi!, considered in pounds per square foot) shall be considered as acting everywhere on the back of the wall in addition to the design f:quivalent Fluid Weight. The design pressures presented above are based on utilization imported, clean granular fill soils as backfill material. 11. The passive earth pressure of the encountered natural-ground soils (to be used for design of building foundations and footings to resist the lateral ,forces) shall be based on an f:quivalent Fluid Weight of 225 pounds per cubic foot. This passive earth pressure shall only be considered valid for design if the ground adjacent to the foundation structure is essentially level for a distance of at least three times the total depth of the foundation. 12. A Coefficient of Friction of 0.3 times the dead load may be used between the bearing soils and concrete wall foundations or structure foundatipns and floor slabs. If the coefficient of friction is to be used in conjunction with passive earth pressures, the coefficient shall be reduced to 0.2. 13. The compacted fill soils that occur within ten feet of the face of any fill slopes will possess poor lateral stability, even though they have been compacted. Pro- posed structures and other improvements (such as walls, fences, patios, side- walks, swimming pools, driveways, asphalt paving, et cetera) that are located within ten feet of the face of compacted fill slopes could suffer differential move- ment as a result of the poor lateral stability of these soils. Foundations and footings of proposed structures, walls, et cetera, when found- ed ten feet and further away from the top of compacted fill slopes, may be of standard design in conformance with the recommended load-bearing value. If the proposed foundations and footings are located closer than ten feet Inside the top of compacted fill slopes, they shall be deepened to one foot below a line beginning at a point ten feet horizontally inside the fill slopes and projected outwa·rd and downward, parallel to the face of the fill slope (see Figure No. IV). Carls bad Research Center -Lot 28 19 November 1984 Job No. 84-3704 Page 14' 14. Where. not superseded by specific recommendations presented in this report, trenches, excavations, and temporary slopes at the subject site shall be constructed in accordance with subparagraph (1) paragraph (f), of section 1541 of Title 8, Construction Safety Orders, issueo by OSHA. 15. It is recommended that all compacted fill slopes and natural cut slopes be planted with an erosion-resistant plant, in conformance with the requirements of the City of Carls bad. C. Site Drainage Considerations 16. Adequate measures shall be taken to properly finish-grade the site after the struc- tures and other improvements are in place. Drainage waters from this site and adjacent properties are to be directed away from foundations, floor slabs, footings, and slopes, onto the natural drainage direction for this area or into properly designed and approved drainage facilities. Proper subsurface and surface drainage will help minimize the potential for waters to seek the level of the bearing soils under the foundations, footings and floor slabs. Failure to observe this recommendation could result 111 uplift or undermining and differential settlement of the structure or other improvements on the site. In addition, appropriate erosion-control measures shall be taken at all times during construction to prevent surface runoff waters from entering footing excavations; ponding on finished building pad or pavement areas, or running uncontrolled over the tops of newly constructed cut or fill slopes. Particular care should be taken to prevent saturation of any temporary construction slopes. 17. Proper subdrains shall be installed behind all retaining walls on the subject project. 18. No exterior concrete on-grade slabs shall be poured flush against perimeter footings or walls. Instead, an expansion joint filled with a flexible sealer will be planned at any such locations. . ' ,, Carls bad Research Center -Lot 28 19 November 1984 Job No.'84-3704 Page 15 19. We recommend that any typical "open-bottom• planter areas be located a minimum of five feet away from any building per.imeters at the subject site. As a result of this recommendation, we would anticipate that final site improvement plans will call for the ground surface for a minimum of five feet away from a structure to be: (1) covered with properly sloped on-grade slabs; (2) covered by decks supported on properly sloped ground; (3) properly sloped lawn or yard areas in general; or, (4) any planter areas will be self-contained 1closed-bottom1 planter boxes. Geotechnical Exploration, Inc. will assume no liability for damage to structures which is attributable to poor drainage. D. C,eneral Recormiendatiops 20. Following placement of concrete floor slabs, sufficient drying time must be allowed prior to placement of floor cover,ings. Premature placement of floor coverings may result in degradation of adhesive materials and loosening of the finish floor materials. 21. No subsurface structures shall be plac;ed in the moderate to highly expansive fill soils without being properly designed by a Structural Engineer and/or Soils Engineer. VI 11. QMDING NOTES Any required grading operations shall be performed in accordance with the general requirements of the City of Carlsbad Grading Ordinance, under the observation of a qualified Soils Engineer or supervised Field Soils Technician. It is the responsibility of the Owner and/or Developer to ensure that the recommenda- tions summarized in this report are carried out in the field operations. .. Carls bad Research Center -Lot 28 19 November 1984 I Job No. 84-3704 ~_Page 16 This firm does not practice or consult in the field of safety engineering. We do not direct the Contractor's operations, and we cannot be responsible for the safety of personnel other than our own on the site; the safety of others is the responsibility of the Contractor. The Contractor should notify the Owner if he considers any of the recommended actions presented herein to be unsafe. IX. LIMITATIONS Our conclusions and recommendations have been based on all available data obtained from our field investigation and laboratory analysis, as well as our experience with the soils and formational materials located -in this portion of the Carlsbad area of the County of San Diego. Additionally, our conclusions and recommendations have also been based on the assumption that the previous grading and placement of the fill soHs was performed as stated in the 'As Graded Geotechnical Report" prepared by San Diego Soils Engineering, Inc. and dated September 10, 1984. Of necessity, we must assume a certain degree of continuity between exploratory excavations and/or natural exposures. Jt is, therefore, necessary that all observations, conclusions, and recommendations be verified at the time grading operations begin or when footing excavations are placed. In the event discrepancies are noted, additional recommendations may be issued, if required. The work performed and recommendations presented herein are the result of an investigation and analysis which meets the contemporary standard of care in our profession. No other warranty is expressed or implied. This report should be considered valid for a period of three (3) years, and is subject to review by our firm following that time. If significant modifications are made to the building and(or grading plans, especially with respect to the height and location of any cut and fill slopes and the height and location of any proposed structures, this report must be presented to us for immediate review and possible revision. The firm of Geotechnical Exploration, Inc. shall not be held responsible for changes to the physical condition of the property, such as addition of fill soils or changing drainage patterns, which occur subsequent to issuance of this report. ... Carls bad Research Center -lot 28 19 November 1984 Job N;. 84-3704 Page 17 Once again, should any questions ;:irise concerning this report, please feel free to contact our office. Reference to our Job No. 84-3704 will expedite a response to your inquiries. Respectfully submitted, GEOTECHNICAL EXPLORATION, INC. DCV /CWL/laj Attachments ' . RUTH·ERfORD-ROAD --------- -' B-6 @ STORM -·DRAIN ~ B-3 • ~ B-1 ~ VICINITY MAP NO SCALE - I I I • I· 36 . ... () " .l&l C,, I -B-2 1.1,1 c:, I __ U REFERENCE: THIS PLOT PLAN WAS PREPARED-FROM AN UNDATED AND ·UNLABELED COPY OF A GRADING PLAN PROVIDED BY THE CLIENT AND BY ON SITE FIELD RECONNAISSANCE· PERFORtAED BY GEi. I LEGEND APPROXIMATE LOT BOUNDARY TEST BORING FILL SLOPE • MANHOLE -0 co II II NOTE: This Plot Plan Is not to be used for legal purposes. Locations and dimensions are approxi- mate. Actual property dimensions and locations . of utilities may be obtained from the Approved Building Plans or the NAs-Built" Grading Plans. PLOT PLAN FIGURE NUMBER 1 JOB NUMBER 84-3704 )-,,., EQUIPMENT DIMENSION a TYPE OF EXCAVATION Truck-mounted auger drill 6½11 diameter boring SURFACE ELEVATION GROUNDWATER DEPTH Approx. 285 1 ± above MSL Not encountered i.: IL j: Q. 1/J C FIELD DESCRIPTION AND CLASSIFICATION ..I 1/J 0 ..I DESCRIPTION AND REMARKS (CONSISTENCY, m Q. 2 :IE MOISTURE, COLOR, GRAIN SIZE) ,.. . C[ en Cl> -~ Medium stiff, damp to moist, light _ 1/'7 olive brown/brown/yellow brown · ~~ silty clay/clayey silt and mixed -l/ silts and clays. u.s.c.s. ~ IIJW oa:: C[::, ..I 1,:-Q. Cl) •5 ~:IE ,--' a: ... o! Ill (J,.. C[ ... ..I - Q.~ I 1/J ?:c . DATE LOGGED November 6, 1984 LOGGED BY DV ~ -ci ,.. ... p a:: u ci 0 c~ c:i +• IL "' -2,.. >::E a:: :!a:: -~ (I) 1/J ::, ::, ::, ... t: IL ... ..I :Iii-:IE-Zo, Q. -Cll -Cll Cl>O fz ~z 2 t--xz thl! o::> o.0 C[ 1/J xo .JO C[ o::E ::EO o_ IIJ (J mo en 16 116 +16 11 /611 311 -·-,.1,rm '5·.Jfi 16. 4 108 16 116 93 20/611 . I, II . • L, 1,1, -L[ - 15 - -I, 1.., . - -~~ - 20 - - -. - -. - I/ . ~ /. 'l fgl ~ II ., FILL 17.1 110 16 116 95 11.9 11; 16 116 99 15.5 110 16 116 95 35/611 ,.0/611 311 19/611 30/611 6/611 311 11 /6 II 22/611 5/6'' 3' 11 /6" 20/6" 2/6" 311 Medium stiff, moist, gray, iron oxide stained clayey sand/sandy 8/611 16/6'' clay. FORMATION BOH@ 21' WATER TABLE LOOSE BAG SAMPLE IN PLACE SAMPLE DRIVE SAMPLE JOB NAME Lot 28 Carlsbad Research Center : SITE LOCATION Southwest corner of the intersection -0f Rutherford Road and Geiger Court JOB NUMBER 84-;3704 FIGURE NUMBER I la REVIEWED BY RJS LOG. NO. B1 .. :• . . ll :.· :, .. ., ._.,: .·• EQUIPMENT Truck-mounted auger drill DIMENSION a TYPE OF EXCAVATION 6½11 diameter boring SURFACE .ELEVATION GROUNDWATER DEPTH Not encountered Approx. 286 1 ± ·above MSL i-= ... .J ~ 0 m Q. :I l&I >-0 .,, [/i/ -1/v l&I .J Q. 2 ~ FIELD DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS (CONSISTENCY, MOISTURE, COLOR, GRAIN SIZE) Medium stiff, damp, 1 ight olive gray silty clay and mixed clays. u.s.c:s. ~ >--a: ... 0~ kilt! -l&I 0::::, ~H: ~ .. .J-Q.f/) a. en •o ,z zl&I :!:2 _0 DATE LOGGED November 6, 1984 LOGGED BY DV ~ ->-... ci ~! c:i Ill ~>->-~ ~§ :I!: t: ... :a I-<1)0 -en -CD 1--xz .:5~ 11,.0 <11.1 o::1 :::10 0- i-: t I ... _j cn ·o I-z a> il:Z ~.: o=> xo .JO 1&10 ID·O ci 0 a: l&I .J Q. 2 ct a> _1/B :': ·ii FILL -18.9 107 16 116 92 12/611 31 _D __ e_n_s_e_,_d_a_m_p_,_..;..1..;.i .;;;.g.;;;.h_t_o_l _i v-e-g-ra-y--, --1---li----1---.1'----1----1---1---122/611 5 - - - - - -.. - - - - - -. - - . . . . - - -. -. '¥ ~ [] II 30/611 iron dxide stained siltstone. FORMATION BOH@ 6,½1 JOB NAME Lot" 28 Carlsbad Research Center WATER TABLE SITE LOC~TIO~ Southwest corner· of the intersection LOOSE BAG SAMPLE of Rutherford Road and Geiger·Court JOB NUMBER REVIEWED BY LOG. NO. IN PLACE SAMPLE 84-J704 RJS 82 DRIVE SAMPLE FIGURE NUMBER a~®iio I lb ) ,. r- EQUIP.MENT Trutk-mounted auger drill DIMENSION a TYPE OF EXCAVATION 6½11 diameter boring SURFACE ELEVATION Approx .. 286' ± above MSL GROUNDWATER DEPTH Not encountered FIELD DESCRIPTION AND CLASSIFICATION .,; .._ ..I wl-----------------------,----4 ~ li 'ft. DESCRIPTION AND REMARKS .(CONSISTENCY, ~ ~ I MOISTURE, COLOR·, GRAIN SIZE) 1/,/ -1.,v Medium stiff, damp to moist, reddish brown silty clay and light olive brown clay. u.s.c.s. ~ ,--c:"" c: kl I:! ~~ u::, ~I-..1-Q. C/1 a.Cl) ·o ,z z1&1 ~:Ii _c <~ -~1 -/1,1 FILL 19. 2 109 -~ DATE LOGGED November 6, 1~84 LOGGED BY DV ~ -,. ... a: u ci c~ Ill ci ~~ ~,. ,. :i 2!: !: ... :I I-_.,, -Cll Cl) 0 1--xz ~:,I? a.O ctw o:I :IC 0~ 16 .116 94 i-I ·i z.,, itz xo WO ci ; 0 ... -a: Cl) l&J I-..J • z Q. 2 o:::> ..JO < mo Cl) 5/611 3 8/611 13/611 s:~ -Y _ 1/~----------------,.-----11---+.-2_0 _. 1-+-10'"""5--+_1_6-+-1 _16---1.:;...91-+-_·1 14 /611 3 _ lilf 1)ense, damp, 1 ight olive gray, 19/611 . i ron oxide stained s i 1 ts tone. 33/611 • ~o -. -. - -. ~ 5 -. -. - - . . . - - - -. -. I FORMATION BOH@ 12 1 WATER TABLE LOOSE BAG SAMPLE IN PLACE SAMPLE DRIVE SAMPLE JOB NAME Lot 28 Carlsbad Research SITE ~oc~TION Southwest corner· of the of.Rutherford Road and Geiger·Court JOB NUMBER REVIEWED BY 34·_:3704 RJS FIGURE NUMBER lie Center intersectfon LOG. NO. B3 • ·'· -~·; !. ' . .. ' ·, .i .:.-: ., EQUIPMENT DIMENSION 6 TYPE OF EXCAVATION DATE LOGGED Truck-mounted auger drill 6½11 diameter boring Novem~er 6, 1984 SURFACE ELEVATION GROUNDWATER DEPTH LOGGED BY Approx. 285 1 ±·above MSL Not encountered DV i-: ... .J j: g Q. . :I Ill ,.. Q Cl) -. " • I, ' [; 20• I, I/ I, • v I, • I.; ,, -v • l.1 -. -. I/ '] [81 0 • l&I .J Q. ::I ~ FIELD DESCRIPTION AND CLASSIFICATION DESCRIPTION AND REMARKS (CONSISTENCY, MOISTURE, COLOR, GRAIN SIZE) Moderately compacted, damp to moist, 1 ight olive brown silty fine sands and sandy clays. FILL u.s.c.s. ~ ,..-~ a:: ... 0~ l&I~ l&I Ill o::> ~~ 2 a: j ... ::>::> .J-:11- Q. !!! Q. Ill -111 ,z I--'O z1&1 a.0 ~:I _o o:1 21. 1 105 16 12.3 115 16 --,.. ... a::" ci o.!' c:i ~,.. >-2 :1!: !: la. 1110 -Ill xz ~~ "'"' ::10 c- 116 91 116 99 t• _j ·o z a, fz xo 1110 +7 -ci I-' 0 ... -a:: Cl) l&I I-.J •z Q. 2 o=> .J 0 "' mu en 12/611 3' 15/611 23/611 10/611" 31 17/611 25/611 1 R -c; 1 1A 1 h i 1 1-i::. q c; 12 / 6 I I 3 I 1--M_e_d_i_u_m_d_e_n_s_e_,_d_a,_m_p_,_g_r_a_y_a_n_d ____ 1-----f-L-l"'-a...lf-l-U"-4-J.lo"--l--1-li.w...-t--'-4---120/6 11 light o 1 i ve brown , i ton oxide 25/611 stained siltstone with claystone nodules (intraclasts). FORMATION BOH@ 24 1 JOB NAME Lot' 28 ·Carlsbad Res~arch Center WATER TAQLE SITE ~OCATION Southwest corner· of the intersection LOOSE BAG SAMPLE of Rutherford Road and Geiger·Court JOB NUMBER REVIEWED BY LOG·. NO. IN PLACE SAMPLE 34-_;3704 RJS B4 DRIVE SAMPLE FIGURE NUMBER a~®1jo I Id ~--. .:.·: ::: . ., ' 'l ,I .·. .·.: . ., •. ' ~ y ,\! EQUIPMENT DIMENSION & TYPE OF EXCAVATION DATE LOGGED . Truck-mounted auger drill 6½11 diameter boring SURFACE ELEVATION GROUNDWATER DEPTH· Approx, t: j!; CL LIi 0 .J 0 m :I >-Cl) / I I -:., ·,.. I l/ -I . ; y I -I ~ I, -~ II ~ I, LIi it :a ~ 284 1 ± above MSL: Not encountered FIELD DESCRIPTION ANO CLASSIFI.CATION DESCRIPTION AND REMARKS (CONSISTENCY, MOISTURE, COLOR, GRAIN SIZE) Medium stiff, damp to moist, light olive brown/brown/y~llow brown silty clay/clayey silt and mixed silts and clays. FILL u.s.c.s. . ~ WI:! "::::, ~ ... CL Cl) • i5 :1!:::11 ,--c .. cl w-U·>-Cl-..J-CL Cl) ,z z"' _o ·5 -I, ,~II i, -,/ .. 20.3 104 -· ;. 11 Med i um st i ff , ~/. oxide stained clay. . C 10 .. /. . . -./• . - - moist, gray, iron clayey sand/sandy FORMATION . BOH @ 12' - -. - -. - . - -. -. -. - -. -. November LOGGED BY DV ~ -,--~.; ci ci 1111 ~>->-:ii ~§ :a!: !:: ... :a ... _.,, no _.., 1--xz ~.e CLO c( Ill 02 :IO 0- 16 116 90 JOB NAME Lot_. 28 Carl sl;>ad Research 6, 1' I _j ·o z., fz xo l&JU 1984 ci p 0 ... -a:: ., "' ... ..J •z CL o:::i 2 ..JO c( GU ., 11/611 31 16/611 20/611 Center 'ii WATER TABLE SITE LOC~TION Southwest corner of the of Rutherford Road and Geiger Court intersection l8I LOOSE BAG SAMPLE [!] IN PLACE SAMPLE II DRIVE SAMPLE JOB NUMBER REVIEWED BY 84-3704 FIGURE NUMBER ·.RJS LOG. NO. 85 I le 130 120 110 100 90 80 0 LABORATORY SOIL DATA SUMMARY \ \ ' \ \ \ ' \ DIRECT SHEAR TEST DATA 2 SION tpaf) ' APPARENT COHE \ \ \ APPARENT FRIC ., \ TION ANGLE \ \ \ ' \ \ \ ' \ \ \ \' \ 100 -\ \ \ Soi 1 Type 1 u ~ ,) ,\ BO t-A \\\ :c (!) i ,, ,\ 60 I.I.I :Ir \ \ r"\ !:: ~ ' \ 40 z :::> \ I\ \ >-a: \' ,\ 20 0 \ \ '\ 0 \ \ \ 1000 ' G \. \. toa \ \ I\ '\ ~~ MAXIMUM DRY I 2 3 \~2.70 DENSITY (pcf) 116 ~ -2. 60 .OPTIMUM MOISTURE 16 ' \ CONTENT (%) \...Yic 2,50 I I I ,, ~ ''' ~ MOISTURE CONTENT% "~1 10 20 30 40 LABORATORY COMPACTION TEST SOIL SOIL CLASSIFICATION TYPE I Light gray clayey.fine sandy silt (Fi 11) 2 3 ... SWELL TEST DATA I 2 3 INITIAL ORY DENSITY (pcf) 104.1 INITIAL WAT ER CONTENT(%) 16. 1 LOA O (p If) 144 PERCENT SWELL 16.9 ME CHAN IC AL ANALYSIS 3 ¾ 4 10 40 200 100 10 1.0 0.1 0.01 0.001 RAIN SIZE IN MILLIMETERS SPECIFIC GRAVITY ZERO AIR VOIDS CURVES B~ING NO. 1 TRENCH DEPTH NO. 2½' JOB NO: 84·-3704 FIGURE NO· 111 .. , .J '~ ... ! \------------------------------------------. f.->· ' FOUNDATION REQUIREMENTS NEAR SLOPES PROPOSED STRUCTURE CONCRETE FLOOR SLAB TOP OF COMPACTED FILL SLOPE .,._ _____ 1 o·•---1--~· / . . / . --,~~~~-......,=..,-----,.~i--tt""'1ll~......._ COMPACT E O FI LL SLOPE ~AXIMUM INCLINATION 2 : 1) .. REINF 0 0R~E~EN~ ~F .,. -. FOUNDATIONS ANO FLOOR,- :~~ it : ~ t ~~'!;:~:ST~~ THE•::_ ARCHITECT OR STRUCTURAL ENGINEER -· • _ T~A~ D~ OF FOOTING . ·_. --~-~. -. -·-·-·-,-COMPACTED FILL -· ---. TYPICAL SECTION~ :e 0W a: 0. u. 0 ..I U.I 0 (.) u. ~o I-0. 00 Q I- (SHOWING PROPOSED FOUNDATION LOCATED WITHIN TEN FEET OF TOP OF COMPACTED FILL SLOPE) TOTAL DEPTH OF FOOTING 1.5: 1.0 Fl!,.L SLOPE 2.0: 1.0 FILL SLOPE 0 N/A 2' N/A 4' N/A e• N/A 8' N/A 12· 60" 48" 36" 24" FIGURE NUMBER -1.V_-~ ~, JOB NUMBER 84-3704 COP,!ES TO.: ,· PRS-12· ,· . ., C .. . . .-. ·f.!E UND£RSt6NED·.:tvt'AlvitJFA:CTURER.·HEREBY:·ctRTIFIES· .. tha:fthe products identifiea.·below and·,~.,:~ttached. sheets Nos.· ·-'< · -:·.. .-·. · · .. :: ·' .. '· . ·ar.e-.niarked · . · . :witti·. the· collective··-: mark: of. the American· lnstitute:·:of Timber; Construction· .. (AITC) and ,are: · manufactured in accordance·with,-the.manufacturing and-fabrfoatirig~provisions:of .. CHAPTER -25 · · . OF T.HE UNI FORM .BWl:LDlNG CO.DE' FOR GLUED LAM fNATED. ·TI MBE·R. AS MOD·! FI ED BY . t:CBO. RESEARCH RE.PORT .Nth J346.. .. . . · .and that such manufa~~ h~sbeen at otir plant·in · ... . . . · COT.TAGE GROVE; ·OREGON ,-which , -plant has·: a qlla!ity c~ntroL system. -apgroved -by the· ·,1 nspection Bllreau of the American Institute .. . of Timber Construction :and'Jnspected periodically ·by· such Bure-aui . . '' . -. . ~' " . . -::_JOa NAME: _________ ·c __ A __ RL=:·s=·B=A=;D_· .. R=E=Sa.=E ..... A....,RC....,H......_ _________________ _ ~OB LOCATION:_......_ ____ __,:;S:..:AN=··::...:· D::,:.cl-=E=G0:..,11...-::C:;..:·A=L;:..,rF,._.O=R=N_..J Ai..:-,,_---,----------------- . CUSTOMER'S ORDER-NO. ' 5 'ZS~ DATE :4/5./8'5 . MFGR'S ORDER NO.:.-· ..... J 5.,_9,._.1_-...... 12...,6'-3,_ ____ _ . ,=,:rLE Q •. c. suPERV I soR · · AooRe~---.: c·oTTAGE .GROVE, :ORE·GoN' o~;~-'-''-'-· -... _.:l-7 ... ~.,..·=· -_--____ _ -~. ,. . . -. -.. -,. --.. - . , . --- Al.TC· -HER EB y.,: :GERTIE/ES 'that_the said co·m~~y at\i~ :$8:id' ~l~nt is licen~ed bV the· AMERl'CAN'.INSTITUTE O'F TIMBER: 'CONSTRUCTION to use· the AITC· Collective Mark in :-,,:-espect of products whicfl·conipl.y with;.applicable provisions of said,:code a_nd·,i:ep:ort('s),-that ·the ·. adeq~acy,of · tfle·.·qual~tY.:. CQri~rot sys~ern ·i~; ,~~~A~·.sa.igipl~n1·,s-.~~r,_J9,gJ~11v..Jnsp~~tecfarid'vei:ifiea by· · · t!ie Inspection Bureau.,of' -the~-AME'.R-lCAN. -l'NST.ITUTE· QF-:RIMBE,ffCONSTRO.CTION, ,aiid that, in 0 the. judgment of. A!TC;.' .said:· cornpa1tiJs·:capabl~ ·of compiying ·w,th.' applicable: nianufacttiririg-'and · testing·provisions of ~id<code and· report(s) Jn respect of products ,o:ianufactured·at said plarit;: Con- formance -with the said coqe and report(s) in respect of-·any. specific or :particular product is the sole responsibility of the manufactu·ren AITC~s certificate -hereunder being that the said company··is qualified to produce a: product· meeting the said c:qde and report(s) .and that its plant is periodically inspected·8nd verified by the AITC Inspection Bureau. · .Al1C Certifi¢afe · No. 0 2 4 4 6 E . · . AMERl:CAN. INSTITUTE OF 'TIMBER CONSTRUCTION. C 1983 AMERICAN INSTITUTE OF TIMBER CONSTRUCTION AITC FORM IBCE (J .., t_: C., 1½" LAMS FOR BENDING MEMBER LAY-UP ~ A WEYERHAEUSER PROOF LOADED FINGER JO~NTS ~~ Weyerhaeuse,: Company .. 1--~ ATTACHMENT TO QUALITY CONTROL CERTIFICATE . AITC 117-84 · Combination: 24F-V3 DOUGLAS F.IR Number of Laminations In Member 4-5 6 7 8..:.10 11 -15 16-20 21 -25 2{?-30 31-35 36-40 4-1 _..:..45 46.-50 51 -55 56-60 -· NUMBER AND GRADE OF LAMINATIONS BY ZONE , Number of Outer1 LaminatioM lnrier Core Inner Proof Loaded Tenlioh. Tension Compression No. Grade No. Grad~ Grade No. Grade 1 1 302-20 1 L2 L3 1 1 • ;302~;20 1 L2 L3 1 L2 2 1 302-~0 1 L1 1 L2 L3 1 L2 2 1 302,22 1 L1 1 1..,2 L3 1 L2 2 1 302-24 1 L1 1 L2 L3 1 L2 2 1 302•24 1 . L1 2 L2 L3 2 L2 3 2 302°24 1 L1 2 L2 l3 2 L2 3 2 302-24 1 L1 3 L2 L3 3 L2 4 2 302-24 2 L1 3 L2 L3 3 L2 4 2 302-24 2 L1 4 L2 L3 4 L2 5 3 302-24 . 2 L1 4 L2 L3 4 L2 '• 5 3 302-24 2 L1 5 L2 L3 5 L2 6 3 302-24 3 L1 5 L2 L3 5 L2 6 3 302-24 3-L1 6 L2 L3 6 L2 . 1 For those non-bending members that do not require T~nsion Lams (such as most arches, tension members-and compression members) the. 302 grade in outer tension zone is replaced with L 1 grade. · No. 1 1 1 1 2 2 3 3 4 4 5 5 6 6 Outer Compression Grade L2:· L2. L2'. L2' L2; L2' L2' L2· L2 L2· L2 -L2. L2· L2 FORM AIIA S/10, 5621 ,-fllNT SHOP/TACOMA < ( (~~- • v . -1½'' LAMS FOR BENDING MEMBl;R LAY-UP -·-" • -., _,,.. WEYERHAEUSER PROOF LOADED FINGER JOINTS I,~ Weyerhaeuser Co~pany ATTACHMENT TO QUALITY CONTROL CER'JiU~JfATE AITC 117-8,,\ Combination: 24F-V8 (Balanced) -DOUGLAS F,IR Number of NUM_BE~ AND GRADE c;>F LAMINATIONS BY ZONE 'Number of Laminations Outer Inner -Core Inner Outer Laminations '' Proof Loaded Tension Tension -Tension Tension In Member Top & Bottom No. Grad• No~ C3reda Grade No. Gra~e No. Grade 4-5 1 1 302-20 1,:.3 1 302-20 .. 6-7 1 1 302-20 1 L2 L3 · 1 L2 1 302-20 8'-10 1 1 302-22 1 L.2 L3 1 L2 1 302-22 -· 11 -13 2 1 302-24 1 302-24 1 L1 L3 1 L1 14-20 2 1 302-24 1 302-24 1 L1 1 L2 L3 1 L2 1 L1 ,21 -26 3 2 302-24 2 302-24 1 L1 1 L2 L3 1 L2 1 L1 27-30 3 2 302-24 2 302-24 1 L1 2 L2 L3 2 L2 1 L1 31-33 4 2 302-24· 2 302-24 2 L1-1 L2 L3 1 L2 2· L1 3_4-40 4 2 302°24 2 302-24 2 L1 2 L2 L3 2 L2 2 L1 41-46 5 3 .302-24 3 302-24 2 L1 2 l2 L3 2 L2 2 L1 47-50 5 3 302-24 3 302-24 2 ._. L1 3 L2 · L3 3-L2 2 L1 51-53 6 3 302-24 3 302-24 3 L1 2 L2 L3 2 L2 3 L1 54-60 6 3 302a24 3 302-24 3 L1 3 L2 L3 3 L2 3 L1 - ORDER~ r:; t~ :t ;:·~ ,.:;:. ~~-o ~~Hif~ :3t~--16 ...... ,.. •:•·· ~l, ~ ; t:, #7121 '-.-.-,--·•. __ :_-~---• --::: :·,.:.·.: •• L • •.::-•_,_.,, • ' '"'' ~ ~. ' . -....... .. PAGE·:· o,; --01: -J.5 1 OF·. 1 :--~: .--· ,~:r'.f~~~~R½~~: · ::-,·-:~ -: ..... ~--=....:,'.,-.~. ,:· ;~;~~~~~.(-~~· ... t;·:; .~~ .. -:,, ... ,-... . ... --~-.~-~-.... , ,, _..,.,.,...,..........,---,--,,,,,-~..,..,===..,..,""",,..,- ,' .. ;_ . --~-----~~~." :~~;..:-.;.._~_ :, . -. ·.-: ... :; .. U', i-'i. K:t:~fi;5;elE . (-.:? .-·: )P,J; 0 i::: ~ _: ~ ?>-(;}: · ·. · -/\>:\?·:·~r:t:1:;1~f;1~J~~~-ilf.l \· .. CANT :~---,,BILLET' TTL BLT, ··IJIMS· ,., .. 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