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HomeMy WebLinkAbout2470 FARADAY AVE | 6200 EL CAMINO REAL; ; 72-1589; PermitBUILDING PERMIT APPLICATION .... """~ _.,, ~~ I ,.,' ",,..} -•.,,.,-.J _;.< .,.'r_ • ""\_fo,-. ~,-Perm it No.:' ~J..-,J.~)1 City of CARLSBAD, CALIFORNIA 92008 Applicant io complete n(!mbered spaces only. Phone 729-1181 OWNER ./'' MAIL ADDRESS --2 _, ... :. -;• ~-:..'.?/'-• :--> .. -,;,, ~· • ,_.r ,. ,,r .rt:._,"·', " ,_ ~-- .t_.',.t /~.~- CON'TR'AC;J"OR ,-,, . -----MAIL ADDRE·ss 3 . ){/ ,.,,,{:,,,,... r 1{ .. --r '.-J ARCHITECT OR DESIGNER 4 -- 11 Valuation of work: $ .... s_P_E_c_·I_A_L_C_O_N_D_I_T_IO_N_S_: ___ -_______ -----------1 Type of -1·· ,t I Const. [l. , •;_ Occupancy Group 1-------------------------------1 Size of Bldg. No. of Division Max. F:-:, ,/ .-;,·• I (Total) Sq. t .. ; { ~-' " Stor es 0cc. Load 1----,---------------.,.;;"",--,.------·.-· ----1 Fire .,,--, Use ~ ;•''\ Fire Sprinklers APPLICATION ACCEPTED BY: PLANS CHECKED BY: 1 _,,.' .l ·,'' APPROVED FOR.,fSfUA7c BY. zone ,,::;;;_. Zone ,/1·' • Required DY es DNo { if ' ~.; -----------+---~---~-~-----------< '-.~: i,=t. ,1·_ .. 1'' '/ ... .,,."J No. of , OFFSTREET PARKING if PACES: .,L ; ~-.,,,,~--.. Dwelling Units· Covered -~ _.' ;.-.I ·uncove;ed "...-,,.. NO TfC-4'E ~.,,:; V'""' ~ Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB· ING, HEATING, VENTILATING OR AIR CONDITIONING. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM· MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GO.VERNING THIS TYPE OF WORK WILL BE COMPLIED. WITH WHET.HER SPECIFIED HEREIN OR NQT,, ]<HE .GRANTJN.G/OF A P.ERMIT DOES NOT PRESUME TO GHYE''.·AUTHORIJ;.Y T¢" VIOLATE .OR CANCEL THE PROVISI01'!.S·dF0-ArilY q.J'HE8-.51-'AJ'E OR LOGAL .t.AW REGULATING CONST.~~~l~~'..-'0~(~,-~E"'f~FO RMAN~·~_ •. PF , CON:,T ~QCTI ON • ZONING HEAL TH DEPT. FIRE DEPT. SOIL REPORT OTHER (Specify) • , , J>Yr~ _ ,1,# -.1,.., ,J,1.,t-,-, ~....<:,. ; .,..11 ,~ , ... ') , ti ~· ~.,. --·· .. ··,<-1··A,,l'-';,;t--r .. /. ;,~/--:"';. ..... ,,,,,?_.,.;,,1:._:r ,, /"'" .,. ,1•1.-':,· .--~~,-,.,,~~11-__ ':f-yi ·.r ...... ~""' v,.~..,..; .. :;...::'.r;.r~:~ .. z ,· J,.1 ... ("Y ... ,; .. __ R ..,..1---------+-------+------+-------f s·rGfiATURE•Of' CONTRACT-OR"'ti,R"AU'Tl-l'ORTZED A'(\ENT" -. ,•1bATI) . ' ,.;'~ ... ,*' . \ ..t' ;,,,' .;,,f.t"' .,~' I · ,, j../< J .... /' '' SIGNATURE OF OWNER IF OWNER BUILDER) DATE) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION ... -~ "' ,_·:,.. -·l ,, _,. {. .-,,.. ..... :,;::~--•• , ..... ~'IP" CK. M.O. CASH PERMIT VALIDATION CK. , . ~..(' ; . .J, --· INSPECTOR M.O. ij{ -~-' ,, -~ CASH z 0 . . l _Ji -1 I ' ';j '? i .! :,j __ .... __ ...'..,1 l ' j ·. FOUNDATIONS: ' .SET BACk TRENCH . DATE . REINFORCING . "'-..i CONC~l:TE; S~AB . INT. LATHING OB.ORYWAL~ • EXJ:. 'LATHING MASO'NRY INSPECTIOI\J; RECORD REl','IARKS I /. ·. J.USE: SPACE BEt.OW FOR NOTES,, FO!.,LOMt:UP, /;TC. "i l, '·----,------,------,----------,-,-,----,-------~~-~---,,----,-.,,..---------,'--,-----' i'----,-'-'-----,-,-,,-,-'---'------------------'----'---~-'-------'------,---'---~-----',--'-- BECKMAN@ 2470 FARADAY AVE ORIGINALLY ADDRESSED AS 6200 EL CAMINO REAL i '-~ '· ,. ~\ . ' ', MECHANlCAL PERMfT APPLICA llQN;1~~ ·~1:.?s~~.~*·j~i~~sn Permit No. ,13 , ;J .. 3_:) City of CARLSBAD, CALIFORNIA 92008 · · ~ ~ Applicant to complete numbered spaces only. -· P-.hone 7 29-1181: -. --. -.. ~ -· -~ JOB AODR ESS ,_ cn .LEGAL I 1 DESCR •. LOT .NO. OWNER CONTRACTOR ENGINEER 5 LENDER 6 USE OF BUILOIN.G 7 8 --Class of work: 9 Describe work: I TRACT •l . ' MAIL ADDRESS 1.1--.~, ' I -' ' ,j_ '~Ji!'/--• iz«it c~~. MAIL ADDRESS ZIP PHONE tOsEE ATTACliED 's~.e:ET) \ '" .. <f "LICENSE NO. ·, ., . \-' _ }':ype of Fuel: , -, SPECIAL CO.NDITIONS: PLANS CHECKED BY. APPROVED FOR ISSUANCE"BY. /// J t_.,/' I :_,,A.__/\ NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. . :,. 'rite. Air Cond. Units-H§~'f=a. Refrigeration Unitsc-flp. Ea. 10 hn· , Boilers-H.P. Ea., r .... Gas Fired A.C. Units~i'onnage Ea. Forced Air Systems-B.T.U. M Ea. Gravity Systems-B.T.U. M Ea. Floor Fumaces-B.T.U. M Wall Heater~-8.T.U. M Unit Heater~...:.s.T.U. M Evaporative Coolers Clothes Dryers Ventilation Fan Range Hood Air Handling Unit-C.F.M. Incinerator u, . ,, ., $ ·" ,, ' ~I ·a ·, ~I • I I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE ~~~~tSJ8~flg~ ,~:0-l~ti.~t~~~g~Aci?~~~~f~i:7f',T~~c1,· .-. -. -: ~~"", i-,.~----~ •• -.• -;·;..·.---_---.----.-_-.. -•• --~--.-. ----:-&;-~-· _..;J..,~',.c,'..~_.e,._,,,.,,.,,= .. ---.-~-~~-. -.~.+--:.-""~5""··,-.. -. +-_-__ -_-.-1_ '" -.-~ . ·_. tf "l----"'+'-'-----'---~"""""-~--"'-----~---........a_,+.<.c..----+----1 I..,, .1 i ~J .. •• ~ftN1JU{),£~C0ffTRACTDR Off A\lTHUt<IZED AGENT {j (/ t SIGNATURE OF OWNEll LF OWNER BUILDER) (QATE) -, !DATE) PERMIT $ TOTAL FEE $ ! WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS Y,OU.R PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR ·(NSPECTION REPORts:_ QATE ITEM INSPECTOR . ' !,,,i. '• ,1-_ --'---,--------,-f---,-+----'-"---'-_-. _....,.-_-_-"-_ -_ :.,._...,! -_+,,"". -'-... --'-_...,.-,.-'--£-_ -' ___ -=._c-'_-'-----,--.:.,..,.0.--_-_""_ .,.,,.._ -..... ___ -._""' __ .-. -_--,--_,... __ ',.,-----,,'----,--'-,--,· -'-,-,,--f,'-...,.:..-,,,...,--,-_ .-{.,..-_-"-=---_ :-l, , ~ t}<-:·~·J: ,re,:· · ---~ ": .~ .~ • i ~ -·-... r' •• ~ '• '• -~------t---'-'----'---------t---,."-~,---.,.---,---,---------.,...-,---,-,---,----,"---...,..,.--,-,...,.,..,....,..1-----'-,-,---,---~ USE SPACE B_F;LQWFOR'NOTES, FOLLOW-UP, ETC ·-~' ' -~ 1·_ '•11 ~ f~'' r·, ,:. -~-\' ~ ''f-~- (S' -~ .·.~ '. f ~... .-. ,.,.-" , •' ' ', • ', ,;:..,.• .. w> -: BUILDli:Kt ~ PER!U:f 111a-15e, dated ll~?.7-72 r' Permit No7:'~~ :t"'.2(.; City of CARLSBAD, CALIFORNIA 92008 ,,,,, .... ,..., ,·.-Applicant to ~omplete numbered spaces only. Phone 729-1181 --· ----,. ;; ;· ~:, :'t ('. JOB l'DDR ESS LEGAL I 1 DESCR, OW,ll.£R. LOT NO, u·~/ • } ~:L1":-,#- coN i'RAc ToR-.. ... I TRACT MAIL ADDRESS ,;"'"'\ ._/;. t.~---~! .AL,1 ~,,..,.. __ .., .,$? ... •· ..... '"-~ -· ._. ,, '"'''" -MA1L' ADDREss·· 3 Kov Air Oond Goo l090S Laurel ,Avenuo,11 ARCHITECT OR DESIGNER MAIL ADDRESS 4 <Osc:E ATTACHED SHEET} ZIP PHONE PHONE LICENSE NO, . ). ,-, ~ : \. -,~ ENGLNEER MAIL ADDRESS PHONE LICENSE NO, 5 f · 1 I~ ,""CJ 1-------------------------------------------------r"~ ~~ ~ -~ ------¼ •t-~ ---· --- LENDER MAIL ADDRESS ,. BRANCH % ::z '\ ~ 0 -5 USE OF B'UILDING ~'.\,~ ~ \} l-----,--'-~--------------------------------:1:,_' :.-; -~,., ~ 1 ~ 7 ----------.,.,.....---------------------------------------~ F;.,,,,. - ·8 Classofworic ~~ DADDITION DALTERATION DREPAIR --· -:~-M'i~"-::: --------,---------------------1\ ,,~' '.'i. D 9 Describe work: installation <>f heating & ~-Conditioning Unite & Duct Uork.. ; \._, I ·~l Type of Fuel: Oil D Nat. Gas illt LPG. 0 PERMIT FEES SPECIAL ~ONDITIQNS: -.,, No. Type of Equipment Fee Air Cond. Units-H.i>. Ea. $ Refrigeration Units-H.P. Ea. Boilers-H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. ,...•1 Forced Air Systems-B.T.U. M Ea. APPLICATIQ_N ACCEPTED BY: PLANS CHECKED BY. APPROVED FO~/ANCE BY: Gravity Systems-B.T;U, M Ea. _ .. ~JL/ t----+--F-,-o-or-F~u-r~na-c-es---B-.T-.U-.------M-----+---+---i _ /' . -f\ Wall Heaters.-B.T.U. M NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIQD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME ,TO GIVE AU,THORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGN,.,TURE DF CONTRACTOR DR AUTHORIZED AGENT (DATE) Unit Heaters-B.T.U. M Evaporative Coolers Clothes Dryers 3 Ventilation Fan 9«00 Range Hood Air Handling Unit-C.F.M. Incinerator l Ai'!:' Cond Units MP .aa = _ 2.0 l.O 00 ~ Cond Uni.ts HP aa Q l.O 7 · 50 · o Forced Ai:r svstems BTU ea600~ao;·oo l -Forcsd Air svsten ~u . ea 48G ;a 5i co· l. Forced Air SvstQ!ll mu ea 27i!j ~! Ii oo l :VUet Fumac~ .J,tu -e~ -li.Jiil'.J!~ 4o OU --., ,, PERMIT $ Ji UV TOTAL FEE $ 1.24,i 5'Q f SIGNATURE OF OWNER (IF OWNER BU IL.DER} WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT - -~ PLAN CHECK VALIDATION CK. M.o. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR I NSP.ECTIONr-R EPORTS -.I I ' DATE ITEM REMARK!:i-.{NSfl;CTC>R. - t., ,, r USE .$PACE BELOW FOR NOTES, F(jLLOW-IJP, ETC. ' .i ·, SPECIAL CONDITIONS: ( { 1----------------+._ ------------t 11SSUANCE OF EACH PERMIT ,. NEW CONSTRUCTION, · FOR EACH 1-A-P-.,.L-,c-A_T_Jo_N_A..,c~cE"'"P""re"'"o .. e"'"v .. , "'T"'P-LA"'"N""s""c"'"He"'"c"'"K""Eo~ev~,~,,-~/ ~A-::PP:l'::,R~j .. ':'.!:"'"p .. F:-::o~R~1s:-::J~YA~ /N~c!,::1£,~e~v--t: · ~tl~~R ~R OF B~~f ~i~R\ll ~ E, SWl~,CH, '//_,~-j ·;~.-/ I /1~/~'jz:,;,,:-NEW SERVICE ON EXISTING BLDG. 1--.....,. __ ..__.....,__, __ ..._ _______ ....., __ .....,_....., __ -t FOR EA. AMPERE OF INCREASE NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 1'20 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.· OR BREAKER REMODEL, ALTERATION, NO CHAN(3E IN SERVICE, FOR EA. AMPERE OF INCREASE ' · , No. Each Fee ALL 'PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS t---------------+---+-----1----+---I TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIF-IED HEREIN OR NOT, THE GRANTING OF A, PERMIT DOES NOT PRESUME TO GIVE'. AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. TEMP. SERVICE UP TO AND INCLUD· ING 2QO AMP. TEMP. SERVICE OVER 200 AMP. PER . 100 · I _.,,,.,,... _,,...,.--~~~ . . . ·~--'~. >. -~ -.r:.· ."'>4 .. 23, ~~-. ...:,____· . ' .~·, ' SIGNATURE o, CONTRACTOR OIi' .-;uTHORIZEO AGENT (DATE) a----------------+----+----t-,---~-+------1 MINIMUM PERMIT ,FEE !!IGN,.TUIIE OP' OWNER ll'F OWNER BUIL'DERJ DATE) /,;)7_,:~··. WHEN. PROPERLVVAJ;.lqAT:EQ'.l(N.tl:IJ~i~~~.., ... :,.: .:., •. ,,:.,~ :. ~---·-·-,• .. CASH INSPECTOR ,, INSP.ECTION Rl;PORtS DATE --ITEM REMA~~S -Main Gear O.Ko _to. clear '/ ' I· -,, USE ,$PACE BELOW FOR NOTES, FOl:.:LOW-UP, ETC, Room: 12X40 Wiring All OIK. T .. Mata INSPECTOR 'I' .• Mata ' -+ ( \'"-- \ -\ \ ·- \ \ PLUMBING PERMIT APPLICATION --' ~ Permit No. ',/;;? --Ji" Jl/ City of CARLSBAD, CALIFORNIA Applicant to complete n~mbered spaces only. - JOB ADDRESS I LOT NO. LEGAL 1 DESCR. D, ii:' I eLK I TRAc'T 1-Tr::.., t0SEE ATTACHED SHEET) OWNER . MAIL ADDRESS ZIP 92t. ::-1 PHONE ? i.. ",,1~ if ri-r7 P,u; /'Ju j") t:L/. l ci'tif,.,.., ·7 IV 1:' 7/ JI/'~. ,..f' «;. < CO~TRACTOR ;10,-,· n Al(CH I TECT'i:l'R O ES I GN ER MAIL ,t\DORESS ., . -~ v PHONE~ ,..,, -.._.,._ LICENSE ~cf. ,.. .. ..., t 5 6 7 'ENGINEER LENDER USE OF-BUILDING .,. ... .. :, . 8 Class of work: }ij; NEW 0 ADDITION 9 Describe work: SPECIAL CONDITIONS: ,.·: APPLICATION ACCEPTE_D BY: PLANS CHECKED BY: / ___ .,,- J l. ~ I , ... ,_,,_, . NOTICE MAIL ADDRESS 0 ALTERATION APPROVED FOR ISSUANCE BY: ··-!/ /\ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SI GN'A'rCfRE'oi'· CON TRAC.,TtlR 0.R• 'AU'TfiORli't0:'.:A'GENT ( / :// \. f . "',;--' (DATE) SIGNATURE OF OWNER liF OW•NER BUILDER) (DATE) PHON!a'.' LICENSE NO. BRANCH 0 REPAIR "IF" ••,./'" -- PERMIT FEES No. Type of Fixture or Item WATER CLOSET (TOILET) BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP. DISHWASHER LAUNDRY TRAY CLOTHES WASHER WATER HEATER URINAL / DRINKING FOUNTAIN FLOOR-SINK OR DRAIN SLOP SINK GAS SYSTEMS: -NO. OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM 'SEWER CESSPOOL SEPTIC TANK & PIT .I PERMIT TOTAL FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ; - $ f PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR 0 L --0 :E O CD Z ID3 IT! :,, ;o 0 ~? -""--' -, "-.. \ -. ,,. ~ . -, - IT! Ul Ul 'i\ -., ..,.. f; J ·- :.. ..,,_ . ..__ 1.J- \,}. \ '--I : \; ,.:~ :,'\ ~ '-,,,. ,,._. -,, Fee ..,,,__ ' • ,0 ... ~... ... -_ • ;-~r .,... --.-..... , ... ,., '>, ... -.. -. INSPECTION' ·ftEPQRT~ . ·DATE. .ITEM R!;MARKS INS!>E.CTOR· · "· ·; _USE SPACE BELOW FOR NOTES, FOLLow.:up~ ETC. ·•. ' .... ·,; ,, 'i '( ,, •\' ~; ,, r :r .... _ .j' ' ' ~ ' ' ' . ./J ~ELE,CTRICAl, 1 PERMIT APPLICATl'ON -Permit No. f:;;.-,/3 ·:/ j City of CA_RLS8~1), CALIFO~NIA _ 92008 App/icant:tQ -~pmplete numb~~ed spaces only, · · -Phone. 7 29-1181. ., ' -I' , , ' ' . ' < Joe ADD~';f:"i; . 8 Class-of work: D NEW . ~ODITION D ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES SPECIAL CONDITIONS: ISSUANCE OF EACH PERMIT \ NEW CONSTRUCTION, FOR EACH \ 1---~---...... -----,-~==-------,,,.~~~--~-----t AMPl;RES OF MAIN SERVICE, SWITCH, APPLICATION, ACCEPTED'BY: PLANS CHECKED BY' , APPROVED FOR ISSUANCE BY: FUSE OR BREAKER ~ ·1 ..,;( --1 ~/ // / ,, '7 ,r /.(F) ' ;.-,,/' /{_/~ /\ F .-·~~-/- NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF , CONSTRUCTION OR WORK IS SUSPENpED 0~ ABANDONED FOR A PERiQQ OF 120 DAYS AT ANY Tlt.:1E AFTER WOR~ 1JS COM-MENCED: <·:· r I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN QR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR T.HE PERFORMANCE OF CONSTRUCTION. ',. SIGN.AT ft£ OP' OWNER IF OWNER 9U1LDER DATE) NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE IN MAIN SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE • IN,": SERVICE, FOR,EA. AMPERE OF ,JNCREASE TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 MINIMUM PERMIT FEE WHEN PROPERLY VALIDATED {IN THIS SPACE) T-HIS IS '(OUR PERMIT PLAN CHECK VALIDATION ·." CK. M.o. CASH PERMIT VALlDATION CK. , 7 ~ , ' -• ;- INSPECTOR No. M.O. Each Fee I ·~" -.~:: \J\: ' ,·,: '>-,; ·, .. :, t •i '.,,, DATE f '. ' ' ITEM ·_'.'-,, INSPECTION' 8Ef'ORTS ' ' U$£ SPAC~ ,BEL.OW FOR NO"(ES; ·FOLLOW-UP., ETC, • • •,•• -., .. ,,, ,r ,,, ... --·~ ... \••"' .. INSPE(;TOR -· ,,.,,.._. __ !, PLUMBING PERMIT APPLICATION - ."""TA /7/ I .t7 Permit No. / -~, "' l'o/ ..;,... City· of CA~~SBAD, CALIFORN_IA _ Applicant to complete numbered spaces only. JOB ADDRESS 0 L. -u. :!: 0 CD 620".J Bl Ct:.n>t .-.o .f.?o;,,,1 2 m 3 1-----.-------------~-----·"'_,.;_..,,r::,,.,,...----.,.-:=-:--::-:::-----------------------------'1'·-·-/l )> I LOT NO, I eLK I TRACT ._ . y11 o LEGAL (QSEE ATTACH-ED SHEET) , . ~ 0 :Z 1 DES CR • .t-·or. Lot B 823 Roneho .iiqun :ffadionJ.ic 1 \'\.:o :> 1-----,L---..;.._-----~-'---.:;_--,-,-:-:-:-'-c-::-::-::-:,cc:-::-------=-----=---------,,..-:-------""--'ll!\ :-~ ~ OWN ER MAIL ADDRESS ZIP PHONE f', ~j 1}tn 2Eoekman. lnotz,"'J;!Uente 2500 He.rbor Blvd .. !?ull~t-On. 926:;LJ., 714-S?1-t}848 ~.. ~ ,~ LICENSE NO. ~W•i;''"l~,-~; "'.a'* cs ._ ~" ,N' r.},. ..,_3,....::e,ur=.;:.;~.;:.;o.;:__r:...-r...;.-e_;:;en..;;;.· ;....;on...c..,=i_eal:...·;,c;.;.__o_o-"-rn_ . ..;:.·•--"'?i_S-"'~C"."':'"":-:V_i:-::-a=-=-,...,...:_1._c_e_n_t_:.c0t;_;_. _!J_· "_c_.1_ .. d-=--e___;:;.?...;;_~....;.?_-...:;-~_6_--6._:5;..__a_. _a.1 __ • __ 1._:7_;:,_.22_~.;._,-::-1"., f'-~ i CONTRACTOR MAIL ADDRESS PHONE -~ ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO~ l ~-...,., 4 ,,\us·bin Oo. 1€SO tiu:i:hiro Elev. Ililla L..,__1..,. 213-'-'t83-i!,,5BO h ~~ \J. _E_N_G_IN-E-ER---------~-~---M-A'"'1".'""L--:A"'.C"D-CDR __ E_S_S _________ .,,.PH_O_N_E ________ L_I_CE_N_S_E_N_O_. --'------i ' ,,., ~ 1-5----='_1_1 ---~-------=~=-=--==------~--------------=-=-:-:-:,...-:-:-:-----------:11,\ -fr.,·· '1·_i~' ~ LENDER st MAIL ADDRESS BRANCH "" ~J 6 USE OF sui'LDING· 7 Otfice-1.:(b-!'roezg:.. -~ \ .-'."""'i:_ ~.J.} 8 Class of work: X!NEW 0 ALTERATION 0 REPAIR 9 Describe work: PERMIT FEES No. Type Qf. Fixture or Item Fee SPECIAL CONDITIOl\!S: ,. ,,,...._ 12 WATER CLOSET (TOILET) $18 00 BATi-tTUB_. LAVATORY (WASH BASIN) 22 50 SHOWER -b. i;n -KITCHEN SINK & DISP. DISHWASHER APPLICATION ACCEPTED BY: PLANS CHECKED BY: /// --~~ APPROVED F2,:JSSUANCE BY: LAUNDRY TRAY ~::/ ~ 1----+--------------------+---+------l . / 1---=r-+-C_L_O_T_H_E_S_W_A_S_H_E_R ___________ --,i--~+-,,=r::a! / . f :{ WATER HEATER ..fJ-".7"°$ NOTICE URINAL 6 CQ THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- l"ION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. g 2 1 / DRINKING FOUNTAIN FLOOR-SINK OR DRAIN SLOP SINK ;;; 00 GASSYSTEMS:NO.OUTLETS WATER PIPING & TREATING EQUIP. WASTE INTERCEPTOR VACUUM BREAKERS LAWN SPRINKLER SYSTEM SEWER CESSPOOL SEPTIC TANK & PIT OUR'q.OF"" CON TR-ACTOi/.l;OTHORIZED AGENT SIGNATURE OF OWNER {I F{OWNER BUILDER} (DATE) t----+--------------------+---+------l PERMIT (DATE) TOTAL FEE WHEN PROPERLY VALIDATED (INTHIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M,o. CASH PERMIT VALIO:l~l:,4/ ~ f?:Z..80 M.O. :!f!1f,) q,s;O l'NSPECTOR .. . J INSPECTION· REPO,BTS DATE: ITEIVI REMAR!<S . ,-I..," /_.., ..,. , r----' "'· ,.,,. ~/' .JV/ ·l•-.1, ---"'; 6/1.i./?R · Gas · Gas gauge ~old.i,ng .we:J_l ;in lc1s:t two· labs.; USE SPACE BELOW 'FOR NOTES, FOlLOW()P, ETC. t _.,_ __ . -~ -,-. r . ~'-' .. · ,,; . 'INSPECTOR. . :m -""- T .. Mata.· -,;,• ."' ,r .,.., ... ·', Application for Grading Permit CITY OF CARLSBAD ENGINEERING & BUILDING DEPARTMENT 1200 ELM AVENUE 729-1181 FOR APPLICANT T9 FILL IN Surety Bond Legal Description ____ 'Map No,:4-,v-f,~{?' Port.1 on of Lot n Bu 823 ~ Surety Company ~ Subdivision Name nancho Ar.ma Hcdionda Carlsund~ Calif. Owner Phone ( 21 3 } . Lt::ci.:rnnn Instrumnr,ts f.o .• t11c.691--o:=:41 Owner's Address , Fulley,,tou. G.nlifornia Surety Address Date filed Cash deposit · $ Rec'd by Bond No. Rec'd by Date filed Plans by Civil Engineer Voi:;hin l-lioashi R.C.E. 11017 The following documents are re.quired and shall become a part of the grading permit when they are approved. Address 426 S~ Sorinq St.~ L.A. Soil Engineer L. J. Lee R.C.E. 'I 41 29 Uoodwurct-Gizienskt & Assoc. Grading C9ntractor · · Phone { 21 3 ) tPt1-~hf, 1 Phone {7l 4) 224-2911 Phone ~rading plans ~pacifications ~oil report W""' Vicinity map ~rainage Structures, etc. __Retaining walls """"' Compaction report __Qther SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS PERMIT Address Check if /,, VTli.lTV C?) .. 5 .S}/QLL t3EC::A.1)?-;;·c;~-;;·,._;., supervised grading 1.,.::,.··-_,_. ----,-...------,-------------1 84Fae.?E" BecvNAJ ,-,J a; c;1::--G:,;,JS'7??,:.N::n,:,.} Party responsible ·for overall supervision Thti:. Austin C01iltian.v 2# 4a C?e40/;(.J6 IJI) 19<ZaRO, W/4::<?Z-"'. f-t,~··z. Number of cubic yards On Site ~~cC ·H.-9P · 1 __ _;:C..::.ut.:....__.---_l_m_,_p_or_t ___,. __ T_o-'ta_l _. -'-r-__ F_i-'11 _ _,__-..;W..::.a-'st-'e--1 +. :z /.J.J) l..t S Tl?' I A L ·;3G~t:HJol O 1136,0UO I 123s0001 13 11 000· Compacted fills :3 (!~~ Proposed Schedule of Start Finish Operations (Dates) AS Soon As Possible I hereby acknowledge that I have read the application and state that the INSPECTION DATE INSPECTOR'S ' information I have provided is correct and agree to comply with all City 11----------+--------+-----=S"-'I G=N-'--'A...,T..:..U-=--· ""'R=E- ordinances and State laws regulating excavating and grading, and the pro- visions and conditions of any permit issued pursuant to this application. Sign_ature of Permittee ___ -----~---------'---' , Owner or authorized agent. _______________ _ ,I Deppsit for structure insp. ., Estimated cost of,.work-.. Plan (.;heel< Tee $.-·· .. , ,. . $ ', ,,,, I Ground preparation Rough grading Compaction report Bece1ved Planting & drainage Final certification Received Work completed $ \.:iraaoog t'e.rro1t tee $ 43;i. UU ." ,.,.,_qi<. {;/IP. Surety .Bond Released ,.6~x, "'¥"""/:,, > PLAN CHECK--,...., .,.,, / YL :t:::tc".h.'->• ~;,:;, PERjlJl_. IT-VA~I.DA_, TIQ~·: ., •. , • A d b 1 ,.,.,,... • • ~ --!;. -~ • -'"·· ·.-, .,., .,,.,, -· • pprove y_.~ ,. .· #., ,·., ?-~-t:.-t~,,,. Date If'/-~.,,,.,_ ,.., By. ,-#~ ,, ,;.-,:-.-.,.-~ .. ~-,,.,,,,. __ •• .-,:_,_· .•. -~-. DATE.--=----.,,..... l ·-. ..,._ ,.-, ,-~ / /~ .ii' - ,.. Jl ~· >" tt' THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE IS A PERMIT TO DO .THE WORK DESCRIBED, \ -'--c· ' . ( CON'l'RACTOR \', INTERDEPARTNENTAL INFORHA'rION SHEET , \ ,.,.,~ vlTY Or .CARLSBAD Building Department -----------------------~------·--~,,---------------------------------~--"--·~ PLA:~NEJG DEPT. _..t ~---~~~e;~"il.. ~4oc,JiW UN:cs PROVIDED I ~::r@uc.1.ALLOWED _______ zoNE~ . PARKING SPACES PROVIDED I 2 9 REQUIRED ~ ~ ~~::::TD~PT. :·\, . ~~~~~::~D~~ E.!-O~l-J>lt,l (;;). lZ!::::7::,-\... INDUSTR -A£-.'].~a0u,u!) / . . ~ 14-1::""'""" ,4 oo I.MP i·WVEMENT s l "4 P/:20t1 s \ .c:.l,...c::>-...)C::,;, GL-~ l !VO ~ L SEWER CONN. ~oo-c. ft'°. --------------,~----.J hRIVEWAY LOCATIONS )NCCR?cf2.h,,.-re.. wtn.-4 tM?(l.~\)M', ?L.r.:.~s ~ ? ' ._EASE.MENTS E.t.::..~e...:)T To C...trt DRAINAGE ~ ~1:::>PDD C:iec.f.:;1"1C:,8-oN / - · LEGAL DESCRIPTION pc L ··A··· P 5 # , B:2- EXITS __________________________________ _ . 1-\ / \ 6 . '2 ?-]3 ~ JV' f1 a e ev p. -<Y'k 4-,J JssuE PERMITQ.e:,j ~ATE / / -2,J -, LGCCUPANCY ______ DATE ___ _ -~---.... ·------------------·-----------.Ji WATER DEPT • • ; CO~'1E_NTS ,., .... -....... ', ,: _____________ ......_ __________ _ ·------- ,.... ISSUE PERMIT DATE OCCUPANCY --------------,----- I \ (~1 ~:2ao El iZa...11t.ino -J?ec,../ #z ~ ~ ~r3)4'f?3-4--s-rcJ '/kt.?~ 1:JCJ-q;s'f RECEIVElD· OCT l G 1972 ?,"!1.,1) lYf/~ · · ~ /) c1-y OF P~OS !!TC,. REQUJ•Ell ('",fl<.< . l ,< 7 ~-':xrJ i½h.~,..,.... ,cW)( fie'-> ,:,/e,~,;J' ;?f "-.> /4 {, "f,.,_,,,. I~ alndlng &,~~~~~~p Owru>r =~---~ · Ci'. 5 e;,.,,,f~ -:;14 ~/4,,, Co~oi<,r ~±?,,,, fZo : , _ _ ( y;!,-,.1' ..f-c.l~ •• ~ · ~ """'"" ',, ,-,,_,,,-iJ I P!umb,ng .:Z'i<. tz ""2, · _.. " e; • _ ,, _ • . _:,.,,,,,., ,, ,,,.,, c·f!''!'_ ~~ ~-w a-. ,_.,/4-,: Bulld,~ -2'.t · tg:f, ~de .73 -1/cif ~ _ ,/ C~ ·" ¼, Electtlcal Zf.l-:-:/2. _ , · l'l'iP' · ' . ~ ~ iy".:v: 7J . .. > ,"-· · M -~PowerPole..:i!f.-~-_,o~~ 7.:.:. .. nt; -1f.:73 r ¢-Cc?lf~f/1/, ;:}.]/> 5 .;{ ,,Jc,,_.-o ;,;::/,:/-/; ._,_ ,? . ~. , _ __,_, • ~uonl<:af ..=._-,:r; --UZc____ J V() r J l"'-"11-?P+J rf lT , • " ' ''¥ •-, P;uml,!!>9-lan<l"°!z". .· -,,/q_, • ,,;J 9/:(--;tZ 3 . 3,[J£t/ J S3wer2..a _,,/fftl-Zl-/JJ::-rffi):J;lj_Z.J-1nF/--~. ~.lc.,. f /2~ ~ /4 · · I Encro:1cnment · .' ·--7.?·/J':>6-• -a . J ~~ Grdd111 . -,/ -, t . . . . - •• , -< "" of ~i;;-ii"2 z:i!t£/:a ~ "" . . (cf_. ,. . ,· J /<. """\\ r1t-1.l\\i AffP.OVAI..S REQUIRED rv Swlmrning PoQ/ · ~ 8uildlr;g ...,. · J /L<J_)J!.h) ( '.j -_:5 5· Plvmbmg ______ __ __..-:--: . . · -Electric :-:--;;-----l, ~ A~ Fence, Wolfs etc -·..,. t-. JU., . I I,(_ I ~o \ Temporary Elect;ic :~ ·· · ··-1? / ~ n 3G ~ ri I . ~,\\b,~ ~.,,. J.f D ma __ ,.. · "f ~-a .... -. .. ,C.'.';,'~ ' ' '(!.('7'1-,£-,<~(?,-,.!J? l.'Q c--.. ~ -··~ ..... ~~~-e::) -:.>:J-' ·1., • /. I -t ..,_.,_ ,._ (, •/vt,fr>~-l---"t ,(:1--·:1• ( ;J--1!--,,.,,_-, NL--1.,vi-·t.--'\-7, ( V .--.-··- \ ' '/ i §'[@ING PERMIT Penrt~ = 'Permi'.; D; = ",. ' d .., Ro., Cernlic~to .. ..... · .... ;:U! flro Rotar am ".:-. _ , _ · :. · .. · : .. Building Oept, ·-·f-:.t:::-.--2J· ~ ;J_ 1/ 7f Planning Dept •• Jl7)l{-4.::.!:.'!.~??..-:• Engineering Dopf:-·-:-........ , ,:: ./-wl-· i-:_ _ C , ,//li-'J r ......... -.-.C-.,. Fire Dept,~--_ ............... .. Water DoP,t. -r ' -··-~-~~ l!;!dl~:_!:~f~:,t _. Date ~-l Ja-:~7 . / If/!' 2 t/ -1 I ,, . ,.,.. OFFICES IN PRrNCJ:PAL CITIES THE AUSTIN C·OMPANY ENGINEERS AND BUILDERS 1660 WILSHIRE BOULEVARD • LOS ANGELES, CALIFO:RNIA 90017 483-4580 City of Carl~·bad Department 0f Building Carlsbad, California 92008 Attention: Mr. Osborn m AUSTIN Ml!.TH.OD FOUNDED l878 February, 14, 19.73 Re: Beckman Instruments, Inc. Microbics 72-6017 · Sewer Design This letter is submitted to outline the design criteria ~nd > engineering calculations for the sewer connecting the building sewer at the south wall of the proposed building with the existing 10" sewer in El Camino Real. The basic sewer design criteria is based on ~ood engineering practice and conforms to the design criteria published by the Public Works Division of the City of Carlsbad, A copy of this sheet is attached~ being sheet 14 of the City's Standards. The minimum velocity required is 2 FPS. The calculated flow rate will be 2.5 FPS. The minimum slope to achieve this velocity is 0.32% with the clesirable minimum of 0.40% in an 8 11 sewer. The actual slope will be 0.68%. These grades are shown on our drawing 102 which has been stamped and signed by Edward A. Miculich, Registered Professional Engineer No. 10941. M y I am a registered civil engineer and have verified to my DJ(I f{J; satisfaction that this sewer is designed in accordance FESS/0'114. _A f() 1 good engineering practice. $ ~.Mr; < -J: ,-r7 ~ ~ ~-{~u' z;I~ ~n ~ Very truly yours, 9 [\~& ,, KWM/1 b . 8.Y~Alu_s~;,ff ,;;~-OMP.A'.l:JY ~ cc: J.H. Gardiner -/?1 ~~ E. A. Mic u 1 i ch 1· K. • My l es · R. C. Spangler District En ineer Page 14 of 21 SEWER DESIGN CRITERIA l. MAINS A. General 1. Minimum size shall be 8 11 • 2. Material shall be extra stiength vitrified clay. 3. Joints shall be plastic compression joint unless otherwise specified. 4. Submit design calculations to verify line size and·bedding design. Normally a Manning 11N11 = 0.013 will be satisfactory. B. Locations 1. Alley: mains shall be offset 3' min. from cent~r line to clear alley gutter. 2-. Street: main locations shall be in accordance with. appropriate Std. Dwg. 3. Streets with more than 84 1 of R/W require special design. 4. Extend and cap all dead ends beyond pavement. 5. Sewers shall normally be placed at least .7' below finished grade. (5' if problem) C. Minimum Slopes -Maintain minimum velocity of 2 FPS min. Special attention should be given to maintaining adequate velo- cities at low flows. 1. 2. 3. 8 II .__ 10" 12" Minimum 0.32% 0.26% 0.20% Desirable Minimum 0.40% 0.32% 0.32% D. Demands 1. Domestic Demands a. -In residential areas, assume 100 gallons per capita pe~ day and 3 .. 5 person~ per unit for average day. b. Maximum flows should be based on ratio of peak to average flows as listed in Table B*. (Pg. 14A) c. Industrial and commercial demands require special design • . . ' TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 809'85, SAN DIEGO, CA 92138 (714) 222-1185 REPORT OF COMPRESSION TESTS fC.>KM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 584-1, P.O. No. 72-6017-7, Work Order #6-10-11-16-17 DATE January 30, 1973 Joe, Beckman-Microbics ADDRe:se, 5570 El Camino Real, Carl's bad, California OWNER: Af<CHITECT: ENGtN!!ER: Mr. K. W. Myles, District Engineer CONTRACTOR: The Austin Company LIOORATORY NUMllER MARIC ON SPECIMEN LOCATION IN S1"RUCTURE BRAND OF CEMENT USED BRAND ANO TYPE 01" ADMIXTURE SOURCE OF SANO SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER {CONCRETE) • TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TltMFERATURE OF MIXTURE SPi!:CIMEN9 MAPE BY DATE MADE • • DATE REC~IVED DATiE: TESTED AREA, SQUARE INCHES ULTIMATE LOAO. Las. "F CRUSHING STRENGTH LBS. P!,';R. SQ. IN. AGE TESTl<D, 0A Ya • • • UNIT WEIGHT, LEiil. PER. CU. FT. SPIZCIFIE0 STRENGTH C28-273 Gutter C.L. 5.5 C2500 PCC The Austin Company January 23, 1973 Jan. 24, 1973 Jan. 30, 1973 28.27 58500 2070 7 2500 psi REPORTED To: CLIEN7 (1) The Austin Company_, Attn: D. K •. Lowther (1) _,,,Mr. K. W. Myles, District Engineer .~ City of Carlsbad Building Inspection Dept. (1) San Diego ConsolidatedCompany ~ REG. WT. CONCRETE 0 i..lGHT WT. CONCRETE 0 GUNITE: TESTING ENGINEERS. INC. JDB:am 0 CORE& p MORTAR 0 GROUT FC\RM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 FILE No 584-1 I_ P. o. 1/:72-6017-7, w. o. 1fa6-10-ll-16-17 SUMMARY OF COMPRESSION TEST RESULTS One PAGc..----- Jos: Beckman-Microbics ADDRESS: 5570 El Camino Real Carlsbad, California • YEAR: 1973 DATE LAB. NO. CAST LOCATION IN STRUC'J'.URE' C28-MO. DA. 393 414 534 535 748 749 2/1 2/2 2/16 2/17 Panels Line 11. B.M. -A B C. (Made by TEI) Precast Panel "A-1". Lines. B.M. -AB C.(Made by TEI) P/C panels Lirie "lF' G to H, B'~M. 1-2-3 -· Made b:y :.TEL . P/C panels A line 5 to 4,BM. l-2·--:3-4 --Na.de-by TEI. 3/7 Col. Gli, foundation to roof B Cl, Made by TEI. 3/9 Col. Fl. Foundation to roof, B. C2 --Made by TEI. MIX No __ 8_6_3_1_8~----SPEC. 28-DAY STR 3000 PSI TYPE II CEMENT __ =s_.~4 __ Sey SPEC. SLUMP ___ IN. Pozz. 300 ADMIX.-------------AGG. SIZ-E __ ~JN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 4 4 4 3 7-DAY 28-DAY TEST AGE OTHER RESULTS 1980 3240 60-day Disc. 1790 3220 60-day Disc. 2330 3860 60-day Disc. 6-day 2050 1910 1840 ·' : MAIL DATE AND INITIALS 2/9/73 2/23/73 3/2/73 3/16/73 (1) The Austin Company, Attn: Mr. D.K. Lowther (1) M1/K.W;:::Myles,-District Engineer (1) -<(;ity of Carlsbad Building Inspect ton. Dept. (1) San Diego Consolidated Company JDB:pb ii 11 I, II ii II II ti !i I i ! '' ,, ii I /1 !1 II !• II jl l' I, 11 I l ! TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-1624-INSPECTION REPOR1" DATE May 31, 1973 FJLE: #584-1, P.O. #72-6017~7, W.O, #6-10-11-16-17 INSPECTION oF Reinforced Concrete JOB: Beckman-~crobics FABRICATOR oR ERECTOR: The Austin Company . CoNTRACTOR: The Austin Company 5570 El Camino Real AoDREss,Carlsbad, California SHOP;...·---FIELo_X=---PLANT __ _ DATE REG. HRS, 0. T. HRS. REINSP. HRS. INSPECTOR DATE 5/22/73 REG. HRS, 2. Qi, O.T. HRS. REINSP. HRS. INSPECTOR James Argetsinger DATE 5/25/73 REG. HRS, 4. Q 0, T. HRS. REJNSP. I-IRS. INSPECTOR DATE REG. HRS, O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP, HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade.60o Concrete: Mix #86318 (5.4 sk., 3000 psi). Inspected reinforcing steel and concrete placement of 5~ cubic yards of Mix 1,1:86318 as follows: Piers on Line 4.5 from 11c1 11 to 11B1 11 (6 piers); Line 4 from 11c1 11 to 11A11 (7 piers); concrete landing at base of fermentor tower stairs; slab.:on-grade, Line 3.5 at 11n1 11 • Cast ·three test cylinders from pier at 11B111 on Line 4, sample marked "Beckman-CS, slump measured 3~". Inspected reinforcing steel and concrete placing of 5 cubic yares of Mix 4186318 as follows:· Three concrete piers on 4.5 Line from 11B1 '!-=to ''A1'; 13 concrete piers 8 1 north of "B1 11 Line from 4. 5 to 9; concrete slab for pumps in cooling tower; column footing on 9 Line 4' east of cooling tower. Cast three test samples from pier on Line 8 1 north of 11B1 11 on Line 9, sample marked 11Beckman-C911 , slump measured 3-3/4". ·RECEIVED JUN 1 1973 CITY OF CARLSBAD Building Department REPORTED To, (1) The Atistin Company, Attn: Mr. D. K. Lowther (1) ¥K. W. Myles, District Engineer (1) ~arlsbad City Building Inspection Dept. 'l'l-T(' • rlmi ifol2882 I . I FILE No 584-1 TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 SUMMARY OF COMPRESSION TEST RESULTS OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGc....~_Tw_o __ . P.O. #72-6017-7, W.O. #6-10-11-16-17 Jos: Beckman-Microbics MIX No, __ 8_63_1_8 _____ SPEC. 28-DAY Sm 3000 Pst ADDREss: 5570 El Cmino Real Carlsbad, California TYPE II CEMENT __ 5 __ . 4_· ___ Sey SPEC. SLUMP __ _,IN. ADMIX. __ _.P__,o=z=z'"".~3~0~0 _______ AGG. s1zc....E --~IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB. ~O. CAST LOCATION IN STRuci;uRE . SLUMP 7-DAY r.28- 866 715 904 1264 1323 1379 1441 1488 1529 (1) )if (1) MO. DA IN. 3/23 Col. at Line 11 11" & "D". 3~ 2480 823 A, B, c. Made by TEI 3/6.1 Column Line 1-L, .BM6 A, B , C --4 2100 - Ma.d,e by TEI. 3/29 Column Cl, roof to top of 4½; 2390 colm., B.I.-1 --Made by TEI. 4/27 Col. footing @ 27 -ABC --4 2720 Made by TEI. 5/4 Fermenter tower, Grade BM 4~ 1800 "D.1-E.l"at 2.50 Beckman .- A,B, c. Made by TEL 5/10 Cooling tower foundation. 2 2780 Beckman -C-1. Made by TEI. 5/16 Column Footing "C" on 4. 4~ 2480 - Beckman -"C-4". Made by TEI 5/22 Foundation peir at B1 on 4. 3~ 2550 Beckman -"C-8". Made by TEI 5/25 Pier, 8' N. of "B1" on 9; 3-3/4 2620 Beckman-C9 --Made by TEI. The Aust~n Company, Attn: Mr. D, K. Lowther Mr. K.-W. Myles, District Engineer City of Carlsbad Building Inspection Dept. Conrock · --, OTHER 28-DAY TEST RESULTS AGE 4230 60-day Disc. 3960 60-day Disc. 4000 60-day Disc. 4470 60-day Disc. 3870 60-day Disc. TESTING ENGINEERS, INC. JDB:am MAIL DATE AND INITIALS 3(30(73 4/6/73 4/20/73 4/27/73 5/4/73 51,11/73 5/18/73 5/25/73 6/1/73 FORM 4 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST •• P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 RE:PORT OF COMPRESSION TESTS File No. ~84-1, P.O. No. 72-6017-7, Work Order #6-10-11-16-17 Joa, Beckman-Microbics >1:>0REfllS: OWNl!R: ARCl-!ITECT: ENGINEER: CONTRACTOR: The Austin Company LADORATOnY Nur&aF.R C28-19 MARI< ON SPECIMEN 6017 1fal LOCATION IN STRUCTURE SllANO OF CEME::NT UG!i:D . . . BRAND AND TYPE Oi'" AOMIXTURf:: . SOURCE OF SAND . . . . . SOURCE OF ROCK . . . . NO DATA SUBMITTED MIX PROPORTIONS OR NUMBl!:R . fi!UPPLIEl't (CONCRETE! . . . TRUCK No. 8, TICKl!T No. . . . . SLUMP OR tcELLY BALL -. . . TEMPERATURE OF AIR . . OF TEMPERATURE OF MIXTURE . . .. SPECIMENS MAPE SY . . DATE MADE . . . . . . -, DATE REC!ll:l'V&W . . . . . . . DATE TESTED . . . . . ARIZA, SQUARE INCHES . . . ULTIMATI! LOAO. LBS. . . CRUSHING STRENGTH LBE!. Pl!:R. SQ. IN. .AGE TEGTED, DAYS . . ; UNIT WEIGHT, Lea. P'ER. cu. l"T. . SPli:CIFIEO STRENGTH . . . December 29, 1972 Jan. 3, 1973 Jan. 5, 1973 28.27 34000 1200 7 Jan. 26, 1973 28.27 72500 2560 28 2000 REPORTED To: CLIEN7 (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, Dist_rict Engineer ~City of Carlsbad Building Inspection Dept. DATE January 5, 1973 January 26, 1973 :x@ REG. WT. CONCRETE 0 LIGHT WT. CONCRETI!: 0 GUNITE 0 CORSO p MORTAR 0 GROUT RECEIVED JAN 2 9 1973 CIT)' .OF CARLSBAD Bu,Jd,ng Department Discarded, Not Tested TESTING ENGINEERS. INC. JDB:am /2'./4-.. ~- ~ James D. Bement R.E. #16099 ,-. FORM 16 Jf' TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO. CA 921:38 (714) 222-1185 OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No. _5_8_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS PAGE One P.O. No. 72-6017-7, w.o. No. 6-10-11-16-17 JOB: Beckman-Microbics MIX No 86802 SPEC. 28,DAY STR 2000 PSI ., ADDRESS: 5570 El Camino Real TYPE CEMENT SCY SPEC. SLUMP IN. Carlsbad, California 300 ADMIX. Pozz. AGG. SIZE IN. 1973 YEAR: ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO. CAST LOCATION IN STRuci:uRE SLUMP C28-MO. DA. IN. 128 1/12 Floor slab, Pour :/f.l l~ Load 1f2, 6017 129 1/12 Floor slab, Pour 1/:1 4 Load 1/:15, 6017 169 1/15 Floor slab, Pour 1/:2 Load 1fo8, 6017 170 1/15 Floor slab, Pour 1/:2 Load #18, 6017 209 1/16 Floor slab, Pour 1fo3 ,Load 1/:5 6017 210 1/16 Floor slab, ·Pour 1fo3 Load 1,bl5 6017 - (1) The Austin Company, Attn: Mr. D •. K. Lowther Q-.t---,Mr. K. W. Myles, District Engineer -trJ City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE 2480 1/19/73 1/26/73 2370 2620 2370 2410 1800 James D. Bement RE #16099 FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FILE No. _5_S_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS PAc-:E One P.O. No. 72-6017-7, w.o. No. 6-10-11-16-17 JOB: Beckman-Microbics MIX No 86802 SPEC. 28,DAY STR 2000 Psi ADDRESS: 5570 El Camino Real ., TYPE CEMENT -----Scv SPEC. SLUMP --~'N. Carlsbad, California . ADMIX. Pozz. 300 __ __::...c:.....;c..;;.c_....:....c--'--------AGG. SIZ~E --~1N . YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND INITIALS DATE LAB. NO. CAST C28-MO. DA. 128 1/12 129 1/12 LOCATION IN STRuc,:uRE Floor slab, Pour /kl Load /fo2, 6017 Floor slab, Pour /fol Load /fl5, 6017 SLUMP IN. 4 4 (1) The Austin Company, Attu-: Mr. D, K. Lowther {l) _;Mr. K, W. Myles, District Engineer ,~ City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am 7-DAY 28,DAY 2480 2370 TEST AGE OTHER RESULTS TESTING E GINEERS. INC. Bement RE #16099 1/19/73 FORM 16 JP TESTING ENGINEERS, INCORPORATED. OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 · Fl LE No. ___ 5'-8'-4"'---1"--_ SUMMARY OF COMPRESSION TEST RESULTS PAG .... E--'-O_ne __ _ P.O. #72-6017-7, Work Order #6-10-11-16-17 Jos: Beckman-Microbics ADDRESS· 5570 El Camino Real Carlsbad, California YEAR: 1973 DATE LA:B. ·No C'AST C28-MO. DA. 109 1/3 .. L0C/ffJON IN STRuc,:uRE Footings. 1, 2, 3. . .... RJECJEKVJED J.C\~! 2 2 1973 CITY OF CARLSBAD Building Dep:.\r·~:-ncnt MIX No. ___ 8_6_3_0_4 ___ _ SPEC. 28-DAY STR 2000 PSI TYPE ___ CEMENT ______ Scv· SPEC. SLUMP ___ IN. Pozz. 300 , ADMIX. ---,--'------------AGG. SIZ"'~--~N. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-D.O:Y 1590 .. :. ~ -~-. ' ~--_. .. ~--\~fi_~l,:\:· . ·2s.DAY TEST AGE OTHER RESULTS MAIL DATE AND INITIALS 1/19/73 (1) The Austin Company, Attn: Mr. D. K. Lowther (l)__..l:1-r. K. W. Myles, District Engineer .f-!"J City of Carlsbad Bui1ding Inspection Dept. (1) San Diego Consolidated Company JDB:am TESTING ENGINEERS, INC. ~ R~-0~--:) ~James D. Bement R.E. #{6099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN OIEGO, CA 921.38 (714) 222-1185 FILE No 584-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAG" Two P!O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Mix No _____ 8_6_8_0_2 __ _ SPEC. 28-DAY 5TR~_2_0_00 __ Psl Jos: Beckman-Microbics ADDRESS· 5570 El Camino Real Carlsbad, California TYPE ___ CEMENT ______ SCY SPEC. SLUMP __ _,1N. Pozz. 300 ADMIX. ______________ AGG. SIZ"--E __ _.IN. YEAR: 1973 ULTIMATE; COMPRESSIVE STRENGTH. PSI Lab No. DA:rE CAST MO. DA. OTHER MAIL DATE AND INITIALS C28- 275 0-) (1) M (1) LOCATION IN STRUCTURE 1/23 Floor slab, Pour :/fa5 Load #14 6017 SLUMP IN. The Austin Company, Attn: Mr. D. K. Lowther Mr. K. W. Myles, District Engineer City of CarH;bad Building Inspection Dept. San Diego Consolidated Company 7-DAY 28,DAY 2070 TEST AGE RESULTS li'ECJJ;JYin FEB ) 1973 crry OF C"R Btiilding o ""I LSBAD 'E Partmcn 2/2/73 JDB:am ::z::E~~ ~ James D. Bement R.E~ :/fai6099 FORM le _, TESTING ENGINEERS, INCORPORATED. OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN OJEGO, CA 921.38 (714) 222-1185 FILE No. _5_8_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS PAG,i:..E-=O=n.:..e __ .. P.O. 1/:72-6017-7, Work Order #6-10-11-16~17 JOB: Beckman-Microbics MIX No 86304 SPEC. 28-DAY STR 2000 PSI . ADDRESS· 5570 El Camino Real TYPE CEMENT SCY SPEC. SLUMP IN. Carlsbad, California Pozz. 300 ADMIX. AGG. 1973 . YEAR: ULTIMATE. COMPRESSIVE STRENGTH. PSI DATE LAB. -NO CAST LOCATION IN STRuc,:uRE0 C28-MO. DA. 109 1/3 Footings. 1, 2, 3. (1) The Aust.in Company, Attn: Mr. D. K. Lowther ~~Y Mr. K. W. Myles, District Engineer JtI-l City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am SLUMP IN. OTHER 7-DAY 28,DAY TEST RESULTS AGE 1590 3+30 60-day Disc. llj -:, ~CE. ry!\ D ,._· j EB 5 j 9?3 crry 13u;fd;~ fnCARL ~BAD eparti il1ent TESTING ENGINEERS. INC. James D. Bement R.E. #16099 SIZ"' IN. MAIL DATE AND INITIALS 1/19/73 2/2/73 11 !I ll !I FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO. CA 921.38 (714) 222-1185 · FILE No. __;;5_;.8_;.4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS One PAG~---- P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Jos: Beckman Microbics ADDRESS· YEAR: 278 5570 El Camino Real Carlsbad, California 1973 DATE CAST MO. DA. 1/24 ·LOCATION IN STRUCTURE East area curbs. B.M. G, H, I. MIX No __ --"8'-"6..;;;2-'-"2-'-0 ___ _ SPEC. 28-DAY STR __ 2..;_5_0_0_Pst TYPE_1_1 __ cEMENT __ 5_._5 ___ scv SPEC. SLUMP ___ IN. ADMIX. --------------AGG. SIZ~E --~IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 5 OTHER 7-DAY 28-DAY TEST RESULTS AGE 1870 llECEIVED FE ~ 5 197 ~ CITY O .. CARL~ BAD Buildin Departrnent MAIL DATE AND INITIALS 2/2/73 The Austin Company, Attn: Mr. D. K, Lowther Mr. K. W. Myles, District Engineer City of Carlsbad Building Inspection Dept. San Diego Consolidated Company JDB:am TESTING ENGINEERS, INC. James D, Bement R.E. #16099 FORM 10 Jr TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAr.E One P.O. No. 72-6017-7, W,O, No. 6-10-11-16-17 JOB: Beckman-Microbics ADDRESS: 5570 El Camino Real Carlsbad, California YEAR: 277 1973 DATE CAST MO. DA. 1/24 LOCATION IN STRUCTURE Drain ditch. B.M. D, E, F, Mix No ___ ~7-"-61=5"--9"-'M=---SPEC. 28-DAY STR 3000 PSI TYPE II CEMENT _ __,5"--'"'-'7-=5,____ Scv SPEC. SLUMP ___ IN. Pozz. 300 A s . .,. 1 ADMIX. __ __.;;; __ __;.________ GG. IZc.-_ ___.N,. ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP IN. 7-DAY 28-DAY TEST RESULTS AGE 3-3/4 2620 1tECEIVED FEI 5 197'1 CITY 01 CARL~ BAD Buildin1 Departrient MAIL DATE AND INITIALS 2/2/73 (1) · The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer m' City of Carlsbad Building +nspection Dept. (1) San Diego Consolidated Company JDB:am TESTIN/GINEERS. INC. . .. ~~2~--~ james D. ;ement R.E. #i6099 FORM 16 JP TESTING ENGINEERS, INCORPORATED. OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN OJEGO, CA 921.38 (714)222-1185 FILE No. -"""5-"'8_,_4_-=-1-SUMMARY· OF COMPRESSION TEST RESULTS PAGE One P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Jos: Beckman-Microbics ADDREss: 5570 El Camino Real Carlsbad, California YEAR: Lab No. C28- 276 1973 DATE CAST MO. DA. 1/24 LOCATION IN STRUCTURE P.C. Panels, east wall, 20, 21 and 30. B.M. A, B, and C. Mix No. __ -"-84-'-3"'-'2"--0c....;.M=------SPEC. 28-DAY Sm. 3000 Psi TYPE II CEMENT_~Saa..a-. 4_,_ __ SCY SPEC. SLUMP ___ IN. ADMIX. _...:P:....;o;..;;z:;..;;zc...:.-..:c3..:.0..:.0 ________ AGG. s1z .... E __ _.IN. ULTIMArE COMPRESSIVE STRENGTH. PSI SLUMP IN. 3-1/2 OTHER 7-DAY 28-DAY TEST RESULTS AGE 2300 FEB f 1973 Cl rY OF CARLSBAD Building D1~partmen MAIL DATE AND INITIALS 2/2/73 (1) The· Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, Dist~ict Engineer (.1-Y' City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am TESTING ENGINEERS. INC . . ~/~p~~ ~ James D. Bement R.E. #16099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, _SAN DIEGO, CA 921.38 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-279 INSPECTION REPORT DATE January 27, 1973 FILE: No. 584-1, Permit INSPECTION oF Reinforced Concrete P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics FEB l 1973 FABRICATOR oR ERECTOR: The Austin Company & Hafer Steel Company ADDRESS: 5570 El Camino ReaCITY OF CARL~m.f:DONE Carlsbad' CaliforniBuilding Department CONTRACTOR: The Austin Company SHOP __ _ FIELD __ _ PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 1/24/73 REG. HRS. 8. 0 O.T.HRs. 1.5 REINSP. HRS. INSPECTOR Donald A. Hoffman DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR . DATE REG. HRS. O.T.HRS. REINSP, HRS. INSPECTOR DATE 1/25/73 REG. HRS. 8, 0 0.T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615. Grade 40. Concrete: Mix Design No. 84320M (5.4 sk., 3000 psi), & No. 76159M (5.75 sk., 3000 psi). Observed placement of 27 cubic yards concrete, Mix No. 84320M, for three pre cast panels, 1/=20, 1/:21, and 1/=30, east wall, 11H11 to "L"· Lines. Cast one · set of cylinders for test from panels, marked B.M. A, B, and C, concrete slump 3~". All concrete consolidated by mechanical vibration. Prior to placement, inspected reinforcing steel for proper size, grade and placing as per approved plans. Observed placement of 15 cubic yards concrete, Mix No. 76159M, trench drain from Lines 2 to 10 between "B" and "C" Lines. Cast three cylinders, marked B.M. D, E, and F, concrete slump 3-3/4". Prior to placement, reinforcing steel checked for proper size, grade and spacing as per approved plans. Inspected reinforcing steel for proper size, grade, and placing as per approved plans for pre cast pane ls 1ftl3, 14, 15, and 16, Line 11 from "M" to 11H" and slab-on-grade, Lines "A" to "D" from 6 through 11. Observed the proper placement of 104.5 cubic yards concrete. Mix Design No. 77073 (6. 5 sk., 3000 psi) for slab-on-grade, Lines "A" to "D" from 6 through 11. Cast one set.of three cylinders for test from C-10 Line marked B.M. A, B, and C, concrete slump 4-3/411 • Prior to placing concrete, area checked for proper reinforcing steel clearances and cleanup. -j TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-279 INSPECTION REPORT DATE January 27, 1973 FILE: No. 584-1, Permit No. 72-1589 INSPECTION OF Reinforced Concrete JOB: P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Beckman-Microbics FABRICATOR OR ERECTOR: The Austin Company & Hafer Steel Company CONTRACTOR: The Austin Company 5570 El Camino Real ADDREss, Carlsbad, California PAGE TWO SHOP __ _ FIELD X PLANT __ _ DATE 1/25/73 REG. HRS. contd. O.T. HRS. REINS?. HRS. INSPECTOR DATE 1/26/73 8.0 REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR . DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR REPORTED To: (1) (1) )» JDB:am Inspected reinforcing steel for proper size, grade and spacing as per approved plans for slab-on-grade, Lines 11 A11 to 11))11 from 1 through 6. Inspected panels No. 6, 9 and 11, Line 11N". Observed the proper placement of 104. 5 cubic ya·rds of concrete, Mix Design No. 77073, for slab-on-grade, Lines "A" to "D" from 1 through 6. Cast one set of three cylinders for tests, marked B.M. A, B, and C, concrete slump 4~11 • Prior to placement, area checked for cleanup and steel clearances. Inspected reinforcing steel for proper size, grade and spacing for panels: Three each, Type 9, two each Type 10, one each Type 7, 8 on Line 11N11 , 2 to 11 and one Type 31 on Line "I-L". The Austin Company Mr. K. W. Myles. District Engineer City of Carlsbad Building Inspection Dept. TESTING ENGINEERS, INC.- REVIEWED BY, -~~--., James D. Bement R.E. #16099 , TESTING ENGINEERS,-INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 REPORT OF COMPRESSION TESTS FONM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 5?4-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 DAT~ January 29, 197~ Joe, Beckman-Microbics , AooRttGG: 5570 El Camino Real, Carlsbad, California OWNl'!R: ARC.HITECT: ENGIN:::ER, Mr. K. W. Myles, District Engineer CONTRACTOR: The Austin Company LA.DORATORY NUMBER MARK ON SPECIMEN · LOCATION IN STRUCTURE BRANO OF CEMENT USED BRANO ANO TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK C28-270 , Gutter C.L. 5.5 C2500 PCC. MOC PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) San Diego Consolidated Company TRUCK No. & TICKET No. • SL.UMP OR !<ELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMl::NS MADE BY DATE MADE DATE f?ECll!:IVED . . . DATETElilTED . . . .. ARILA, SQUARE INCHES ULTIMATE LOAO. LBS. . . . . . . . . --. . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, DA Y111 UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH The Austin Company January 22, 1973 Jan. 29, 1973 28.27 61000 2160 7 2500 U REG. WT. CONCRETE 0 LIGHT WT. CONCRETE .0 GUNITE D CoP-Ea p MORTAR 0 GROUT RECEIVED JAN 301873 CITY OF CARLSBAD Building lJepart1hent REPORTED TO: (1) CLIEN"T (1) The Austin Company, Attn: Mr. D. K. Lowther Mr. K. W. Myles, District Engineer JDB:am ,{1:j" (1) City of Carlsbad Building Inspection Dept. .San Diego Consolidated Company TESTING ENGINEERS. INC. B~=&'kteL.-.:::::.Q_.--'~~._.......,...e::::...* :~:c..i:,::.::--=· ~-~--===-~--. (;;;;;,,/'' James D. Bement R.E. 1/:16099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX'8O985, SAN DIEGO, CA 92138 (714)222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST· RESULTS FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGE THREE P.O. #72-6017-7, W.O. #6-10-11-16-17 JoB: Beckman-Microbics MIX No, __ 8_6_3_1_8 ____ SPEC. 28-DAY STR_3_0_0_0_Ps1 ADDRESS 5570 El Camino Real Carlsbad, California TYPE _I_I __ CEMENT __ 5_. _4 ___ SCY SPEC. SLUMP __ _,IN, ADMIX. __ P_o_zz_. _3_o_o ________ AGG. S1z~E __ _.IN. YEAR. 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB. NO CAST C28 MO. DA. 1581 6/1 LOCATION IN STRUCTURE Cooling tower found., Austin Co. --Made by TEI. SLUMP IN. ,3 7-DAY 28-DAY 2300 11 ECJ~IV H;D JUN 11 ,Si3 .CITY OF CARLSE AD . . I i11ilrllna ""10n~rtm1mt (1) The Austin Co., Attn: Mr. D.K. Lowther (1) Mr. K. W. Myles, District Engineer (1) ~~fty of Carlsbad Building Inspection Dept. (1) Conrock THC:tb OTHER TEST RESULTS AGE MAIL DATE AND INITIALS 6/8/73 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA .9?1.38 (714) 222-1185 FILE No. 584-l SUMMARY OF COMPRESSION TEST RESULTS P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 FORM lo JI" OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAc.:E One JOB: Beckman-Microbics MIX No. 86802 SPEC. 28-DAY STR 2000 PSI ADDRESS 5570 El Camino Real TYPE CEMENT Sey SPEC. SLUMP 'N. Carlsbad, California . ADMIX. Pozz. 300 AGG. SIZ"" 'N. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO. CAST LOCATION IN STRUC,:URE SLUMP C18-MO. DA. IN. 128 .1/12 Floor slab, Pour :/Fl 4 Load ://:2, 6017 Made by: The Austin Co. 129 1/12 Floor slab, Pour ://:1 4 Load ://:15, 6017 Made by: The Austin Co. 169 1/15 Floor slab, Pour· :/1=2 Load ://:8, 6017 170 1/15 Floor slab, Pour :/1=2 Load ://:18, 6017 209 1/16 Floor slab, Pour 1/:3 Load ://:5 6017 210 1/16 Floor slab, Pour 1/:3 Load ://:15 6017 271 1/22 Floor slab, Pour 1/:4 Load 11=5 6017 272 1/22 Floor slab, Pour #4 Load #10 6017 .. 274 1/23 Floor slab, Pour #5 Load ://:5 6017 - (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer .,ki-,--C1ty of Carlsbad Building Inspection Dept. -(1) San Diego C~nsolidated Company JDB:am I OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE I 2480 3940 60-day Disc. 1/19/73 1/26/73 2/2/73 2/9/73 2370 3930 60-day Disc. 2620 2370 2410 1800 R.J ~CE lVE o. 2330 F[B 1 3 1973 C1ry OF CAR Build4 I ng Depa1 ... SBAD tment 2410 2090 GINEERS. INC. James D. Bement RE #16099 '' i l 1 FORM 16 JI' TESTING ENGINEERS, INCORPORATED· OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714)222-1185 . FILE No. _5_8_4_-_1 __ SUMMARY OF COMPRESSION TEST RESULTS PAG""'E. __ O_n_e __ P. O. #72-6017-7, W. O. #6-10-11-16-17 Joe: Beckman-Microbics ADDRESS: 5570 El Camino Real Carlsbad, California YEAR: 1973 DATE LAB. NO. CAST LOCATION IN STRUCTUR'E C28-MO. DA. 406 2/1 Gutters. B.M. -A B C (Made by TEI) 415 2/2 Gutters. B.M. -AB C(Made· by TEI), Mix No ___ 8_7_6_l_O_R ___ _ SPEC. 28-DAY STR __ 2_5_0_0_Ps1 TYPE __ I_I_CEMENT __ 5...;.._5 ___ Sey SPEC. SLUMP 3/8 IN. ADMIX. --=N=o-=-=n=e __________ AGG. s1zc...r.· __ _.,N. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 3 3 7-DAY 1790 159.0 28,DAY TEST AGE OTHER RESULTS MAIL DATE AND INITIALS 2/9/73 (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K.W. Myles, District Engineer ~City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:pb TES~'Z:"P ~~ ~ ~ James D. Bement, R. E.· #16099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 9~1.38 (714) 222-1185 FILE No 584-1 SUMMARY OF COMPRESSION TEST RESULTS P.O. #72-6017-7, W. O. #6-10-11-16-17 FORM IG JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO Orie PAGc..----- JoB: Beckman-Microbics MIX No. __ 8_6_3_1_8 ____ _ SPEC. 28-DAY STR 3000 PSI ADDRESS· TYPE II CEMENT __ -=5 ...... _,_4 __ Sey SPEC. SLUMP _l __ lN. 5570 El Camino Real Carlsbad, California ADMIX. __ P_o_z_z_._3_0_0 ________ AGG. SIZ,c...E __ _.IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE • LAB. NO CAST C28-MO. DA. 393 2/1 414 2/2 LOCATION IN STRuc,:uRE Panels Line 11. B.M. -A B C. (Made by TEI) Precast Panel "A-1 11 Lines. B.M. -AB C.(Made by !EI) SLUMP IN. 4 4 (1) The Austin Company, Attn: Mr. D.K. Lowther (1) Mr. K.W. Myles, District Engineer ~City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company OTHER 7-DA-Y 28-DA-Y TEST RESULTS AGE 1980 1790 TESTING ENGINEERS. INC. MAIL DATE AND INITIALS 2/9/73 ~~~ ~ J.Qmes D. Bement, R. E. 4/=16099 JDB:pb TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-337 INSPECTION REPORT DATE February 6, 1973 FILE: No. 584-1, Permit #72-1589, P.O.# 72-6017-7. INsPEcnoN oi'" Reinforced Concrete JOB: Work Order# 6-10-11-16-17 Beckman-Microbics FABRICATOR oR ERECTOR:· Austin Company & Hafer Steel CONTRACTOR: Austin Campany PAGE ONE ADDRESS: 5570 El Camino Real, Carlsbad, California SHOP __ _ FIEL0 __ X __ PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 1/29/73 REG. HRS. 2 • Q O.T.HRS. REINSP. HRS. INSPECTOR Donald Hoffman DATE 1/30/73 REG. HRS. 2. 0 O.T.HRS. REINSP. HRS. INSPECTOR DATE 2/1/73 REG. HRS. 8 • 0 O.T.HRS. RCINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. lt:SPECT0R Reinforcing Steel: AST.M A615, Gr. 40. Concrete: Mix Design #86318 (5.4 sk., 3000 PSI). Reported to jobsite as requested. Due to inclement weather, work was cancelled. Show-up time only. Cylinders picked up and transported to laboratory for curing and testing. Reported to jobsite as requested. Due to inclement weather, work was cancelled. Show-up _time only. Observed proper placement of 85 cubic yards concrete for precast panels, Line 11N11 from 2 to 11, · Line 11 from "H" to 11.M". Cast one set of three cylinders for test from panel marked B.M. -A, B and C, concrete slump 4". Concrete consolidated by mechanical vibration. Prior to placement forms checked for proper cleanup and steel clearances. Inspected reinforcing steel for proper size, approved plans for following precast panels: Line 1 from ''M" to "N"; Line "A II from 1 to 9 "A II from 9 to 10 not· complete at this time. grade and placi~g as per Line 1 from "A" to 11C11 ; and 10 to 11. Panel Line TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-337 INSPECTION REPORT DATE February 6, 197 3 FILE: JOB: No. 584-1; Fermit #72-1589, P.O. #72-6017-7 Work Order# 6-10-11-16-17 Beckman-Microbics INSPECTION oF Reinforced Concrete FABRICATOR OR ERECTOR: Austin Company & Hafer Steel CONTRACTOR: Austin Company PAGE TWO ADDRESS: 5570 El Camino Real, Carlsbad, California SHOP __ _ FIELD_X __ PLANT __ _ DATE 2/2/73 REG. HRS. 8 • 0 O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR ·DATE REG. HRS. O.T. HRS, REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS, REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Observed proper placement of 86. 5 cubic· yards concrete for precast panels: Line 1 from 11A11 to 11C11 and 11E" to 11H"; Line 1 from 11L11 to "N"; Line "N" from 2 to 4; Line "A" from 1 to 2. Cast one set of three cylinders for test from Panel "A-111 marked B.M. -A 1 B and·c, concrete slump 411• Inspected reinforcing steel for proper size, grade and placing for following precast panels: Line 11 from 11B1.1 to 11c11 and "E" to 11H11 ; Line 1 from "C" to "E 11 • ==========~=================================! REPORTED To, (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K.W. Myles, District Engineer ~ity of Carlsbad Building Inspection Dept. JDB:pb TESTING ENGINEERS, INC. REVzE.WE BY. --~·~~~ _o~ James D. Bement, R. E. #16099 FORM 10 JI' TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF. COMPRESSION TEST RESULTS PAr.E One P.O. No. 72-6017-7, w.o. No. 6-10-11-16-17 77073 SPEC. 28-DAY STR 3000 JOB: Beckman-Microbics MIX No. PSI Colton V ADDRESS: 5570 El Camino Real TYPE CEMENT 6.5 Sey SPEC. SLUMP 'N. Carlsbad, California 300 & MBVR ADMIX. Pozz. AGG. SIZE IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB.to CAST LOCATION IN ,STRUCTURE C2 -MO. DA. 290 1/25 Slab on grade, Line c-10 B.M. A, B, c. 327 1/26 Slab on grade Lines. B.M. -A B C. (1) Austin C~mpany, Attn: Mr. D.K. Lowther (l?/ Mr. K. W. Myles, District Engineer ()1 City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company . JDB:am OTHER AND SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS IN. AGE 4-3/4 2320 2/2/73 4-1/2 2190 ll_ E~1 ;1v-1_ ~D FEB 5 -1973 c1n ro Bu/Jc 'In 'F CAj )LSBAD 'g Depc rt111ent TESTING ENGINEERS. INC. 1tl6099 ~ l FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-l SUMMARY OF· COMPRESSION TEST RESULTS PAc::E One P.O. No. 72-6017-7, W,O. No. 6-10-11-16-17 JOB: Beckman-Microbics MIX No. 86802 SPEC. 28-DAY STR 2000 PSI - ADDRESS· 5570 El Camino Real TYPE CEMENT SCY SPEC. SLUMP IN. Carlsbad, California Pozz. 300 ADMIX. AGG. SIZE JN. 1973 YEAR: ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE L:A'B. NO c;o.sT LOCATION IN STRUCTURE SLUMP C2-8-MO. DA. IN. 128 1/12 Floor slab, Pour :/fl 4 Load :/12, 6017 129 1/12 Floor slab, Pour :/fl 4 Load :/falS, 6017 169 1/15 Floor slab, Pour :/12 Load :/fa8, 6017 170 1/15 Floor slab, :Pour :/12 Load :/fal8, 6017 209 1/16 Floor slab, Pour :/fa3 Load :/fa5 6017 210 1/16 Floor slab, Pour :/fa3 Load :/fa15 6017 271 1/22 Floor slab, Pour :/fa4 Load iffa5 6017 272 1/22 Floor slab, Pour #4 Load :/fal0 6017 274 1/23 Floor slab, Pour :/JS Load :/fa5 6017 (1) The Aus_tin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer S)~ City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE 2480 1/19/73 1/26/73 2/2/73 2370 2620 2370 RI ;cE· fVE D 2410 FEB 5 1973 CITY .OF CAI LSBAD 1800 Buil1 mg Dep, rtment 2330 2410 2090 D,· Bement RE.#16099 FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PA"'E One P.O. :ffo72-601 7 -7 , w.o. :/fa6-10-ll-16-17 JOB: Beckman-Microbics MIX No 86615 SPEC. 28-DAY STR 3000 PSI ADDRESS 5570 El Camino Real TYPE CEMENT 6.5 SCY SPEC. SLUMP IN. Carlsbad, California ADMIX. AGG. SIZ" IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO CAST LOCATION IN STRUCTURE SLUMP C28 MO. 0A IN. -- 1461 5/18 Footing, piers, wall, cooling 4 tower. Austin Co. C-5-18-73. Made by -TEL (1) The Austin Company, Attn: Mr. D. K. Lowther (lVMr. K. W. Myles, District Engineer [rt) Carlsbad City Building Inspection Dept. (1) Conrock THC:dmi 7-DAY 2070 OTHER AND 28-DAY TEST RESULTS INITIALS AGE 3890 60-day Disc. 5/25/73 6/15/73 ' REC EI\ ·JEo , I l.l, ~ 1 8 197~ CITY 01 ~ CARL~ BAD Buildin~ Departr hent OFFICES rN PRINCIPAL CITIES THE AUSTIN COMPANY DESIGNERS• ENGINEERS• BUILDERS 1660 WILSHIRE BOULEVARD• LOS ANGELES, CALIFORNIA 90017 Carlsbad City Hall Carlsbad, California (213) 483-4580 m AUSTIN METHOD FOUNDED 1878 November 15, 1972 ~~ C-e C lfto /> .. ~ ~/'j, t,, ./ y h Attention: Mr. Ray Green Building Department ~¼-O,<--~ ~~ "GI) ~ aCt,e, 2 ~"'<. ~--~~ Re: Be C km a n I n s tr um e n ts '7lch~s- M i c rob i cs -72-6017 ~ Dear Ray: Sorry about that, but the roof-mounted mechanical equipment units were moved once again. The current locations are shown on the two attached prints of drawing S3 Issue D. Also attached is a set of revised structural calculations reflecting the re- vised locations. As we discussed recently the Heating, Ventilating and Air Con- ditioning drawings are being developed by consulting engineers and sho~ld be s~bmitted for your review in a few weeks; ~owever, we hope that we will be able to obtain the building permit before that time. Also attached are two prints of drawing A-17, Landscape Plan, showing the proposed landscaping of the proposed building. RCSp/1 b attachments cc: J. H. Gardiner K. W. Myles Very truly yours, FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. SOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS Two PAG"------ P.O. #72-6017-7, W.O. #6-10-11-16-17 Joe: Beckman-Microbics ADDREss. 5570 El Cmino Real Carlsbad, California YEAR: 1973 DATE LAB. ~O CAST LOCATION IN STRuc,:uRE 2( -MO. DA. 866 3/23 Col. at Line 11 11" & 11D11 • 823 A, B, c. Made by.TEI 715 3/6.1 Column Line 1-L, BM6 A,B,C Made by TEI. 904 3/29 Column Cl, roof to top of colm., B,I.-1 --Made by TEI. 1264 4/27 Col. footing @ 27 -ABC -- Made by TEI. 1323 5/4 Fermeritor tower, Grade BM· "D.1-E.l" at 2.5. Beckman A,B,C. Made by TEI. 1379 5/10 Cooling tower foundation. Beckman -C-1. Ma.de by TEI. 1441 5/16 Column Footing 11C" on 4. Beckman -"C-4". Made by TEI 1488 5/22 Foundation peir at Bl on 4. Beckman -"C-8". }'lade by TEI 1529 5/25 Pier, 8 r N. of "Bl 11 on 9; Beckman-C9 --Made by TEI. MIX No __ __,;_8_6"-3_18 _____ SPEC. 28-DAY STR_3_0_0_·o __ Ps1 TYPE II cEMENT __ 5_.4_· ___ scv SPEC. SLUMP ___ IN. ADMIX. --~P~o~Z=Z~-~3~0~0 _______ AGG. S1z~-~N. U.LTIMAT.!:: COMPRESSIVE.STRENGTH. PSI MAIL DATE OTHER AND SLUMP 7-DAY 26-DAY TEST RESULTS INITIALS IN. AGE 3\ 2480 4230 60-day Disc. 3/30/73 4/6/73 4/20/73 4 2100 3960 60-day Disc. 4/27/73 5/4/73 4½; 2390 4000 · 60-day Disc. 5111/73 5/18/73 5/25/73 4 2720 4470 60-day Disc. 6/1/73 6/15/73 4~ 1800 3870 60-day Disc. 2 2780 4320 60-day Disc. 4~ 2480 4260 60-day Disc. 3\ 2550 R EC IV D 3-3/4 2620 JUN 8 1973" C . (1) The Austin Company, Attn: Mr. D, IC Lowther Building Department (1 /"Mr. K. W. Myles, District Engineer ) City of Carlsbad Building Inspection Dept. (1) Com;ock ., TESTING ENGINEERS, INC. JDB':am I I' FORM te JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FtLE No 584-1 SUMMARY OF COMPRESSION TEST RESULTS P.O. #72-6017-7, W.0.#6-10-11-16-17 JoB: Beckman-Microbics AoDREss:5570 El Camino Real Carlsbad, California . MIX No TYPE Ao'MIX 86340 II CEMENT 6. 5 :eozz. 300 PAG" ONE SPEC. 28-DAY STR 3000p51 SCY SPEC. SLUMP 'N. AGG. Sl7E IN. : YEAR: 1973 ULTIMAiE COMPRESSIVE STRENGTH. PSI MAJL DATE LAB. NO . C28 DATE CAST MO. DA. LOCATION IN STRUCTURE '1829 6/29 Third floor decking, 2.5 to 4.5 and E1 to E1(-l0 1 ). BI. Ma.de by TEI. SLUMP 7-DAY IN. 3 3270 (1) The Austin ·company, Attn: Mr. ·D. K. Lowther (1)/·-Mr. ~-W. Myles, District Engineer (.1) City of Carlsbad Building Inspection Dept. 'cl) Conrock THC:dmi OTHER AND 28-DAY TEST RESULTS INITIALS AGE 4800 60-day ·Disc. :/ /6/73 7/27/73 TH,S AUSTIN COMPANY fill AUUIN MUNOO ENGINEERS & BUILDERS 1660 WILSHIRE BOULEVARD • LOS ANGELES, CALIFORNIA 90017 • 483-4580 To, __ __,R,,__a~y __ G--.-r_e_e,...n....,1.--.....-,.....---..----.---------C a r 1 s bad Building Dept. Date J a n • 2 , l 9 7 3 Beckman Instruments, Inc. Attention-· _____________ _ Subject· Mi crobi cs Your Order _____________ _ Our Order 7 2 -6 0 1 7 We are sending you by ____________ The followin __ * _____________ _ O Design Drawings O Specifications O Shop Drawings O __________________ _ for: O Approval Your use/or !RI Distribution 0 Correction and Resubmittal 0 Purch. 0 Const. ----'-'*~P-a~r~t~i ..... al .Report of Building Pad Area -Building Permit No. 72-1589 Rema~s: One copy of Partial Report of Engineering and Compaction Testing for building pad area. This is for your records. --------RECEIVED----- JAN 4 1973 THE AUSTIN COMPANY K. W. Myles By------------------ Title District Engineyr ·( R€-S-pc-t-7----- TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES P.O. #72-6017~7, Work Order #6-10-11-16-17 Joe: Beckman-Microbics ADDRESS: 5570 El Camino Real Carlsbad, California YEAR: 1973 DATE LAB. NO CAST LOCATION IN STRUCTURE . C28-MO. DA. 109 1/3 Footings. 1, 2, 3. 1076 4/10 Floor slab, Batch 1fa4 MIX No. ___ 86_3_0_4 ____ SPEC 28-DAY STR 2000 PSI TYPE ___ CEMENT ________ SCY SPEC. SLUMP ___ IN. ADMIX. ___ P_o_z_z_._3_00 _______ AGG. s1z...._ _ _,N. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. OTHER 26-DAY TEST RESULTS AGE 1590 3130 60-day Disc. 1770 Ee IV-1J APR l)J OF C .B ilding o RLSBA Partmen, MAIL DATE AND INITIALS 1/19/73 2/2./73 4/20/73 (1) The Austin Company, Attn: Mr. D. K, Lowther (1) M0· W. Myles, District Engineer (1) ,JX.ty of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company TESTING ENGINEERS. !NC. ~ o.~~ .. _____ ~ <ii..-,e "' B I f ~ ..., ~~~ ..,,,/ ~ James D. Bement R.E. 1/:16099 . · · JDB:am .,. L OAK::"'" ~ TESTING ENGINEERS; INCORPORATED. SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN 0·1EGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAGc..-_T_~_NO __ _ P.O. 1fo72-6017-7, w.o. 1/6-10-11-16-17 JOB: Beckman-Microbics MIX No. 86318 SPEC. 28-DAY srn· 3000 PSI ADDRESS: 5570 El Cmino Real TYPE II CEMENT 5.4· 5CY SPEC. SLUMP 'N. Carlsbad, California ADMIX. Pozz. 300 AGG. SIZ" N. YEAR. 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB: NO CAST LOCATION IN STRUC"t:URE SLUMP r.?8-MO. DA. IN. 866 3/23 Col. at Line 11 1111 & 11D11 • 3\ 823 A, B, c. Made by TEI 715 3/6 / Column Line 1-L, :6M6 A,B,C --4 M.a.de by TEI. 904 3/29 Column Cl, roof to top of 4-½; colm., B.I.-1 --Made by TEI. (1) (1) (1) (1) The A~st~n Company, Attn: Mr. D, K. Lowther ~1/I(:· W. Myles, District Engineer ;,nry of Carlsbad Building Inspection Dept. San Diegb Consolidated Company ' JDB: am 7-DAY 2480 2100 2390 OTHER 28-DAY TEST RESULTS AGE fi.230 60-day Disc. 3960 60-day Disc. aECEl' ED fA1 R 2 3 \9 '3 \T'l 1 >F CARl SBAD CBu\\d\ ng Department AND INITIALS 3/30/73 4/6/73 4/20/73 7':a ~-James D. Bement R. E'. 1/16099 ' I FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DiEGO, CA 92138 (714)222-1185 FILE No. _5 __ 8_4 __ -_l __ SUMMARY OF COMPRESSION TEST RESULTS One PAGt:.----- P. O. #72-6017-7, W. 0, #6-10-11-16-17 Jos: Beckman-Microbics ADDRESS: YEAR: LAB. NO C28- 393 414-· 534 535 748 749 759 760 797 823 5570 El Camino Real Carlsbad, California 1973 .. DATE CAST LOCATION IN STRUC1:URE MO. DA. 2/1 Panels Line 11. B.M. -A B C. (Made by TEI) 2/2 Precast Panel 11A-l II Lines. B.M. -A B C. (Made by TEI) 2/16 P/C panels Line 111111 G to B·.M. 1-2-3 -· Made b-y TEI. H, 2/17· P/C panels A line 5 to 4,BM. 1-2-3-4 --Made by TEI. 3/7 Col. Gll, foundation to roof B Cl, Made by TEI. 3/9 Col. Fl. Foundation to roof, B. C2 --Made by TEI. 3/13 Columns Line 11 B C D E F B-B 3-13, Made by TEI. 3/13 · N-6, B M II 3-13, Made by TEI. 3/14 Columns 11-L-K-J, A-8-10. Bl. ' Made by the Austin Company. 3/16 Columns Line A, 2 to 10 B-M 3/16/73 -Columns Made by TEI MIX No. __ 8_6_3_1_8 ____ _ SPEC. 28-DAY STR 3000 PSI TYPE II CEMENT __ ..,_,5--'--'-4 __ SCY SPEC. SLUMP ___ IN. Pozz. 300 1 ADMIX. _____________ AGG. SIZ"~-~N. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE OTHER AND SLUMP 7-DAY 28-DAY TEST RESULTS fN!TfALS IN. AGE 4 1980. 3240 60-day Disc. 2/9/73 2/23/73 3/2/73 4 1790 3220 60-day Disc. 3/16/73 3/23/73 4/6/73 4 2330 3860 60-day Disc. 4/13/73 4½; 3700 6-day 2050 60-day. Disc. 60-day Disc. 3 1910 3770 60-day Disc. 4t 1840 3560 60-day Disc. . 4 2230 3750 60-day Disc. 2090 3500 60-day Disc. 1950 3430 60-day Disc. 4\ 2300 3750 60-day Disc. RECEIVED (1) The Austin Company, Attn: Mr. D.K. Lowther (1) Mr. K :.w. Myles, District Engineer (1) ,...SJ,:1-~f Carlsbad Building Inspection Dept, (1) San Diego Consolidated Company APR 1 6 1973 CITY OF CARLSBAD TESTING ENGtNEERs. ,~~Jldlng Department / /-:) ~--~ ~.. ,,. -·- JDB:pb ~-Jar;es D. Bement, R. E. 1H6099 FORM 10 .JP . ·1~·4~~~ TESTING ENGINEERS, INCORPORATED { I !~~T:N~~:: 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 . SAN DIEGO FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAG"--E __ Tw_o __ _ P.O. #72-6017-7, W.O. #6-10-11-16-17 JoB: Beckman-Microbics ADDREss: 5570 El Cmino Real Carlsbad, California YEAR: 1973 DATE LAB. NO CAST 1;28-MO, DA. 866 3/23 715 3/6 r 904 3/29 ' LOCATION IN STRuc,:uRE Col. at Line "11" & 11D". 823 A, B, c. Made by TEI Column Line 1-L, BM6 A,B,C -- Made by TEI. Column Cl, roof to top of colm:, B.I.-1 --Made by TEI. RECEIVED APR 9 1973 CITY OF CARLSBAD Building Department MIX No, __ 8_63_1_8 _____ SPEC. 28-DAY Sm 3000 PSI TYPE II CEMENT_~s-'-.4-'--· __ scv SPEC. SLUMP ___ IN. ADMIX. __ _,P,....,,o=z=z,_,_.-""3-"'-0-"'-0 _______ AGG. SIZ~"-~'N. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE OTHER AND SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS IN. AGE 3\ 2Li-80 3/30/73 4/6/73 4 2100 3960 60-day Disc. 4._J;; 2390 (1) The Aust.in Company, Attn: Mr. D. K .. Lowther (1) M~V.W. Myles., District Engineer (1) -City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB!am TESTING ENGINEERS. INC. ://:16099 ., r FORM IG JP TESTING ENGINEERS, INCORPORATED· OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .. P.O. aox 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No 5 84-1 SUMMARY OF COMPRESSION TEST RESULTS . PAG.,___O_n_e __ P. o. i/=72-6017-7, w. o. i/=6-10-i'l-16-17 JOB: Beckman-Microbics . ADDRESS: 5570 El Camino Real Carlsbad, Cali£ornfa YEAR: 1973 DATE LAB. NO CAST LOCATION IN STRUC'J'.URr:: C28-MO. DA. 393 414 534 535 748 749 759 760 797 2/1 2/2 2/16, 2/17 3/7 3/9 Panels Line 11. B.M. -A B C, (Made by TEI) Precast Panel 11A-l 1.1 Lines. !B.M. -A B C. (Made by TEI) P/C pc!,nels Line "1111 G to H, B'~M. 1-2-3 -· Made ey:TEI. P/C panels A line. 5 to 4,BM. 1-2-3-4 --·Made by TEI. Col. Gll, foundation to roof B Cl, Made by TEI. Col. Fl, Foundation to roof, B. C2 --Made by TEI. 3/13 Columns Line 11 BCD E F, B-B 3-13, Made by TEI. 3/13 N-6, BM II 3-13, Made by TEI. 3/14 Columns 11-L-K-J, A-8-10. · Bl. Made by the Austin Company. MIX No. 86318 SPEC. 28-DAY STR 3000 Psi TYPE II CEMENT 5 4 Sey SPEC. SLUMP IN. ADMIX. Pozz. 300 AGG. s1z~ 'N. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND INITIALS SLUMP IN. 4 4 4 4-½; 3 41-z,. - 4 7-DAY 28-DAY 1980 3240 1790 3220 2330 3860 3700 1910 3?70 1840 3560 2230 2090 1950 OTHER TEST RESULTS AGE 60-day Disc. 60-day Disc. 60-day Disc. 6-day 2050 60-day Disc. 60-day Disc. 60-day Disc. 60-day Disc. 2/9/73 2/23/73 3/2/73 3/16/73 3/23/73 4/6/73 823 3/16 Columns Line A, 2 to 10 4~ 2300 B-M 3/16/73 -Columns Made by TEI (1) The Austin Company, Attn: Mr. D.K. Lowther (1) M~W. Myles, District Engineer . (1) .,_fe:l.ty of. Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:pb TESTING ENGINEERS, INC. E. · i/=16099 •:) TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 f'ORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-932 INSPECTION REPORT DATE March 31, 1973 FILE: No. 584-1, Permit #72-1589, P.O. No. 72-6017-7 Work Order No. 6-10-11-16-17 INsPECT10N oF Reinforced Cone re te & Structural Steel Assembly JOB: Beckman-Microbics FArmtcATOR oR ERECTOR: Bob Hatch, Inc. CON1"RACTOR: The Austin Company 5570 El Camino Real ADDRESS: Carlsbad, California SHOP __ _ FIELD X PLANT __ _ DATE REG. HRS. 0. T. HRS. REINSP. I-IRS. INSPECTOR DATE 3/26/73 REG. HRS. 8, Q 0. T. HRS. REINSP. HRS. INSPECTOR David J. Akers DATE 3/29 /73 . REG. HRS. 5,0 0. T. HRS. REINSP. HRS. INSPECTOR Steel: ASTI1, A36. Electrodes: A,W.S, E7018. Concrete: Mix No, 86318 (5.4 sk., 3000 psi). Weldin~l Inspected fit-up, joint preparation and welding as follows: Stiffener plates to beams on Line "D" at Lines 2, 6, and 8; transformer platforms to existing channels or columns on Line 11C11 at Lines 1 and 11 and on ·Line 6 at Lines "G 11 and ':'K". Welds were. of di_mensioned size and free of visible defects. Concrete: Inspected concrete placement of 13\ cubic yards of Mix No. 86318 in Columns A2, A4, A6, AB AlO, Bl, Cl, Dl, El, Fl, N4, N6 and NlO from roof to top of columns and·in Column Al from founda.tion to roof. Cast three test specimens from Column Cl, sample marked 11BI-l", slump measured 4½;". James W. Argetsinger DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR REPORTED To: JDB:am .(1) (1) (1) The Austin Company, Attn: Mr~W. Myles, District ~ty of Carlsbad Building Mr. D. K. Lowther Engineer Inspection Dept. TESTING ENGINEERS, INC. BY. __;::) D. Bement R.E. #16099 TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 10 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGt:...E-=Tw_o __ P.O. #72-6017-7, W.O. #6-10-11-16-17 JoB: Beckman-Microbics MIX No. __ 8_6_3_1_8 ____ _ SPEC. 28-DAY STR 3000 Psi ADDREss: 5570 El Cmino Real Carlsbad, California TYPE II CEMENT_--..c..5 ...... 4 ___ · ___ SCY SPEC. SLUMP __ _,IN. ADM1x. --~P"-'o=z=z,,_.,__,3,...,0,...,0~------AGG. s1z"~-~1N. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. f'.,1O. CAST <:?8-MO. DA. 866 3/23 LOCATION IN STRuc,:uRE Col. at Line 11 11" & "D". 823 A, B, C. Made by TEI SLUMP IN. (1) The Austin Company, Attn: Mr. D, K. Lowther (1) Mr/4. W. Myles, District Eng_ineer (1) Jt:fty of Carlsbad Building Inspection Dept. (1) San Diego _Consolidated Company JDB:am OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE 2480 3/30/73 TESTING ENGINEERS. INC. I I l l · I ! I TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 ·l'ORM I JP OAKLAND SANTA CLARA LOS ANGELES ·SAN DIEGO LABORATORY NUMBER SD28-869 INSPECTION REPORT DATE March 28, 1973 FILE: No. 584-1, P.O. {/72-6017-7, Permit 1fo72-1589, Work Order #6-10-11-16-17 IN~PECTION OF Reinforced Concrete, Structural Steel Assembly JoB: Beckman-Microbics FABRICATOR OR ERECTOR: Bob Hatch CoN'TRAcToR, Austin Company 5570-El Camino Real, AooREss, Carlsbad, California DATE REG. HRS. O. T.HRS. REINSP. HRS. INSPECTOR DATE 3/21/73 REG. HRS. 4. 0 O.T.HRS. REINSP. HRS. INSPECTOR Alfred Cone DATE 3/22/73 REG. HRS. 8 • 0 0. T. HRS. · REINSP. HRS. INSPECTOR David Akers DATE 3/23/73 REG. HRS. 8, 0 O.T.HRS. REINSP. HRS .. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR REPORTED To: Structural Steel: ASTM A-36. Electrodes: E7018 (L.H.). Concrete: Mix #86318 (5.4 sk, 3000 psi). MAR 8 O 19'73 CITY OF CARLSBAD Building Der,artni'c'ni Inspected welding o:l; stiffener plates in WF 27 beam at lOK on .Line Kin roof section, welding per Detail C/S3 & C/S5. One certified welder: John Kaplan, #389. Inspected fit-up, joint preparation and welding of stiffener plates to girders on Line "K" at Lines 2, 4, 6 and 8 and Line "D" at Line 10. Welds were found to be of dimensioned size ~nd of acceptable quality. Structural Steel: Inspected fit-up, joint preparation and welding of stiffener plates to girders on Line "K" at Line 2 and on Lip.e "D" at Lines 2, 4 and 6. Columns on Line· "D" at Lines 2 and 6 not completed. .Welds found to be of dimensioned size and of acceptable quality. Reinforced Concrete: Previously inspected columns and column-stubs re-inspected for clearances and cl~anliness prior to placing of concrete. Witnessed placing of approximately 7~ cubic yards of concrete in ~olumns and column stubs on Lines 1 and "N" .and on Line 11 at Lines "D", "E"; "F", · "G", "K'' and "L". Test samples B 23 A, B, C made from concrete of 3\" slump placed in columns at Lines 11 and "D". (1) The Austin Company, Attn: (1) Mr. IS-l'l· Myles, District (1) c,.Ci-ty of Carlsbad Building Mr. D.K. Lowther Engineer Inspection Dept. TESTING ENGINEERS, INC. D BY. ~ JDB:tb D. Bement, R.E. #16099 l'Ol<M 4 TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 REPORT OF COMPRESSION TEpTS File No. 584-1 JOB: Beckman-Microbics ADDRESS: 5570 El Camino Real, Carlsbad, California OWNl!R: ARCHITECT: ENc..1Nr::1:.R, · K. W. Myles CONTRACTOR: The Austin Company LAOORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE BRAND Of' CEMENi USED . . . BRANO AND TYPE OF ADMIXTURE . ' SOURCE OF SAND . . . . SOURCE OF ROCK . . . . . MIX PROPORTIONS OR NUMBER . SUPPLIER (CONCRETE) . TRUCK No. & TICKET No. . . . SLUMP OR KELLY BALL' . . . TEMPERATURE OF AIR . Op TEMPERATURE OF MIXTURE •F SPECIMENS MAPE BY . . . DATE MADE . . . . . . DATE RECEIVED . . . . . . DATE TESTED . . . . . AR&:A, SQUARE INCHES . . . ULTIMATE LOAD. LBS. . . . CRUSHING SiRENGTH LBS. PER. SQ. IN. AGE TESTED, OAYt5 . UNIT WEIGHT, Lea. PER. cu. n-. . SPECIFIED STRENGTH C28-6'94 74-2 Drain Ditch No data submitted. February 26, 1973 March 2, 1973 March 5, 1973 28.27 47500 1680 7 March 26, 1973 28.27 77000 2720 28 REPORTED TO: CLIENi (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. ~-w. Myles, District Engin~er (l)cPrty of Carlsbad Building ·Inspection Depto March 6, 1973 March 26, 1973 ro Rti:G. WT. CONCRIITE 0 LIGHT WT, CONCRETE 0 GUNITE Discarded -- not t·ested. 0 CORES p MOF:TAR 0 GROUT RECEIVED MAR 2 71973 CITY OF CARLSBAD Building Department TESTING ENGINEERS. INC. JDB:tb D. Bement, R.E. #16099, JP •.:., FORM IG JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FI LE No. --'5'-8 __ 4'--~l __ SUMMARY OF COMPRESSION TEST RESULTS PAG,c...E __ O_n_e __ P. O. #72-6017-7, W. O. #6-10-11-16-17 JoB: Beckman-Microbics · AoDREss: 5570 El Camino Real Carlsbad, California YEAR: LAB. NO. C28- 393 414 534 535 748 749 759 760 797 823 1973 DATE CAST MO. DA. 2/1 212 2/16 2/17 LOCATION IN STRUc,;uRE Panels Line 11. B.M. -A B C~ (Made by TEI) Precast Panel "A-1" Lines. ~.M. -AB C.(Made by TEI) P/C panels Line 111111 G to H, B'-~M. 1-2-3 -Made cy:.TEL P/C panels A line.5 to 4,BM. 1-2-3-4 --Made by TEI. 3/7 Col. Gll, foundation to roof: B Cl, Made by TEI. 3/9 Col. Fl, Foundation to roof, B. C2 --Made by TEI. 3/13 Columns Line 11 BCD E F, B-B 3-13, Made by TEI. 3/13 N-6, BM II 3-13, Made by TEI. 3/14 Columns 11-L-K-J, A-8-10. Bl. Made by the Austin Company. 3/16 Columns Line A, 2 to 10 B-M 3/16/73 -Columns Made by TEI MIX No __ 8_6_3_1_8 _____ SPEC. 28-DAY STR 3000 PSI TYPE II CEMENT __ """5.._4...__ __ Sey SPEC. SLUMP ___ IN. ADMIX. __ P_oz_z......;_. _3_0_0 ________ AGG. SIZc....E __ _.IN. UL Tl MATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND INITIALS SLUMP IN. 4 4 4 4½; 3 4½; 4 7-DAY 1980 1790 2330 1910 1840 2230 2090 1950 2300 OTHER 28-DAY TEST RESULTS AGE 3240 60-day Disc. 3220 60-day Disc. 3860 60-day Disc. 3700 6-day 2050 60-day Disc. 60-day Disc. • 2/9/73 2/23/73 3/2/73 3/16/73 3/23/73 RECEI·VlED en y OF . C, ,RLSBA ) Bu ldlng Department (1) · The Austin. Company, Attn: Mr. D.K. Lowther (1) Mr._J.W. Myles, District Engineer · (1)-efty of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company TESTING ENGINEERS. INC. JDB:pb -~~~ ~ James D. Bement, R. E .• 1H6099 . "FORM 4 Jf'. TESTING ENGINEERS, INCORPORATED. OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KU~TZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 REPORT OF COMPRESSION TESTS File No. 584-1 JOB: Beckman-Microbics ADOREZS: 5570 El Camino Real, Carlsbad, California OWNl!:R: ARCHITECT: · ENGINEER: K. W. Myles CONTRACTOR: The Austin Company LADORATORY NUMBER MARK ON SPECIME:N LOCATION IN STRUCTURE BRANO OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SANO SOURCE OF ROCK C28-693 Drain Ditch MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) No data submitted. TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENS MA.PE BY "F DATE MADE • February 23, 1973 DATE RECEIVED . . . . . . DATE TESTED . . . . . AR&:A, SQUARE INCHES . . . ULTIMATE LOAD. Laa. . . . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, DA Vii • • • • • UNIT WEIGHT, LBS. PER. CU. P'T. SPECIFIED STRENGTH • • • March 2, 1973 March 5, 1973 28.27 49500 1750 9 REPORTED TO: CLIENT (1) The Austin Company, Attn: (1) Mr~ W. Myles, District (1) fity of Carlsbad Building March 23, 1973 28.27 90000 3180 28 Mr. D. K. Lowther Engineer Inspection Dept. DATli:'. March 6, 1973 March 23, 1973 @x:R&:G. WT-. CONCRETE . 0 LIGHT WT, CONCRETE D GUNITE Discarded, Not Tested 0 CORES p MORTAR 0 GROUT RECEIVED CITY ,OF CARLSBAD Bul1dmg Department TESTING ENGINEERS. INC. --4;- JDB:tb 1/ James D. Bement, R.E. #16099 FORM IG JP TESTING ENGINEERS, INCORPORATED. OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE One P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics ADDREss: 5570 El Camino Real Carlsbad, C8lifornia YEAR: L5~-g1':.o 277 1077 1973 DATE CAST MO. DA. 1/24 4/12 LOCATION IN STRUCTURE Drain ditch. Made by TEI B.M. D, E, F. Floor slab A, Batch 1/:1 Job No. 75. (Mix #76159) M 1x No ___ --'7'-'6'--=1=5--=-9=M'----SPEC. 28-DAY Srn 3000 Psi TYPE --1...L-CEMENT __ S~--7_5 __ Sey SPEC. SLUMP ___ IN. ADMIX. __ _..ccP_o_z-'-z_.-.:...30_0 _______ AGG. S1zE __ _.1N. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND SLUMP 7-DAY IN. 3-3/4 2620 1560 OTHER 28-DAY 4210 TEST AGE 60-day RESULTS INITIALS Disc. · 2/2/73 2/23/73 4/20/73 1clECEIV1ED ~pR23'\913 C\TY c F CARU,BAD Bui\dirig Department (1) (1) (1) (1) The Aus.tin Company, Attn: Mr. D. K, Lowther Mr/K. W. Myles, District Engineer y{ty of Carlsbad Building Inspection Dept. San Diego Consolidated Company JDB:am TEk-STING El"JGINEERS, INC. =3r-· =--r... ":"'------=-=--- O v.,.,. c.; ~A ,,.,..-2 /4~.,_,,,...,.,.. £ ~ames D. Bement R.E. 1fol6099 '""" II < I TESTING ENGINEERS,-INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 File No. 584-1 Date: To: City of Carlsbad Building Inspection Projec : Department 1200 Elm Street Carlsbad, California 92008 Gent lernen: We hav~ been assigned to perform the testing and inspection on the above mentioned project. According to our instructions, we are to perform the following inspections: Yes ·Reinforced Concrete .J!2._ Prestressed Concrete No Reinforced Masonry Yes Structural Steel Assembly No Non-Destructive Testing OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO Yes Other: Other services as requested by Project Superintendent JDB:am TESTING ENGINEERS, INC. ,; . . ---~ . ~~-~ ___.6~~~.::::>~ ·--- ~ ~s D. Bement_R.E. #16099 . I' RECEIVED \ JAN 4 1973 . CITY OF CARLSBAD Build!ng Dep3;·~m:,:--,t L Applicant to complete numbered spaces only. PhonE} 72:9-1101 MtJV.1_ X JOU ACOR E.SS 6=1(..,,..Q QI L ~ 0 t~"v El Ccnni no P.enl -Carlsbad) Ca1iforn·ia z Ill ~ ~ L.OT NO. Portion QiBLK I TRACT (tg LEGAL I cOsEE ATTACHED SHEET) 1 OESCR. Lot n 7.) fl. P, ......... Rc1ncho Acua Hedionda h \..,J:u I) lihl' .. .} r:. .,.) ~ 'I ;;r, OWNER MAIL ADDA t.SS ZIP PHONE ( 714) >(JI -2 ~ '-\itn Bcckr:ian Instruments, Inc. 'I 2500 Har;)or Blvd.~ Fullerton 92634 C7l-4848 ~ ~ CONTRACTOR. MAIL ADDRESS . • PHONE( 213) 483-4~7?-E ~ .. ~o~c,p_ ~ ~', 3 The fa1stin Com::rnnv. 16GO ~Ji 1 s 11 ire D1vd. + Los Anqe 1 es. Cl\ 3 t?,.'5~ '(B-i ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NO. ~ ), 4 /1 • ../ r , 1. G, /.IJCKS /4. C ..5 /~hi ,lj/'LER ~ lri .. lii6_.--~ ENGIN~ER MAIL ADDRESS ~'e-s PHONE ( 2 1 3 ) 4 8 3 -4.ttWWt ~ ., 5 Tli~~ Austin Comoanv. 1660 !-Jilshire Blvd •• ·Los /.\nqeles .. ~1~,,. 1/575.. ; ( LENDER MAIL. ADDRESS BRANCH -6 ~ --Q USE OF BUB.DING TOWE;/2! ~ .I-~/<' #e/1/'TO~ T.LIA/KJ 7 , __ ,_ -~i'H.i..i-G-(~.-~.:."0-~"'6~~~1 ~ 0 MOVE ··.D REMOVE n-, 8 Class of work: f1l NEW 0 ADDITION 0 ALTERATION 0 REPAIR ~ . )'-. ':n,,'I!'_...!;= ~,, --~,,,,t:'"/~,PJ!/!!I' tt:J..C-S~x-'"970' 9 Descnbe work: ~~~ , e--1:--~~El A 5 er i;.:..t. F \ -~,k l\,.r,,. •;1,~i ... ~f \,,-" • <._-3?"'iFEL. "'· 10 Change of use from --'. Change of use to -- 11 Valuation of work: $ ~-7P. I /17 f'> e,•O 0 I PERMIT FEE /.,6 ()!? 5C PLAN CHECK FEE ™™ W.CX<rw -Typeof,.;zi;z;~~ SPECIAL CONDIT-IONS: Occupancy y7 2. Const. -::z::;;J;,.--,;;-Group Division , y Size of Bldg. ~~"'6"'C No. of ..9 Max. (Total) Sq. Ft. ::J.~ Stories 0cc. Load .-, ., Fire Sprinklers /~ Fire 2 Use ;v\ APPLICATION ACi:;EPTEO SY. PLANS CHECKED BY APPROVED FOR ISSUANCE BY Zone Zone Required (Jv;; No i ,. c,"" /// . '-;-( 1/1 I/ No. of OFFSTREET PARKING SPACES: r-i r/ Y.,f r1 Dwelling Units D Covered ('"") I Uncovered .12c;> r--.· NOTICE Special Approvals Required Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB· ZONING ?-"' ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. .,t.--· THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-~ TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FIRE DEPT. -, CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT 7~/'f.,r PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM· MENCED. OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED.THIS APPUCATION ANO KNOW THE SAME TO BE 1 RU!:: AND CORRECT. ALL PROVISIOr~s OF LAWS AND OR'DINANCES GOVERNING THIS TYPE OF WORK Wll.:1:.-·BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT;· THE GRANTING OF A,· PER1'1IT DOES NOT PRESUME TO GIVE AUTHORl1Y TO .. VIOLATE OR CANCEL THE PROVISIONS OF ANY.'OTHER STATE OR LOCAL LAW REGULATING CONSTR~9·roN .0'R ,JHE ~FORMANCE CJF C(?NSTRUCTION. ~-:/ ,,,..-:::;; ,.~-e-,,.... .,.,,_/)-? ; /,'" .. /,,.-;> >?/ , .,,. • ~-:' r-<F· • .,-,/ ... • .,,,.· /_.,/-,.,. -...... ~/ -,,··./ .,,:,:"':;./' ,,. ··:.•./·.(.(:.-;., !::.,;.:?:;,"'( / // ·?. ,,. • • -~ 1..-,. .... • • .... • .. ~ 1....~ -----~ • --,i ., Sl'iNATU,J<t'trF CONTRACTOR ;-,-UTHOnlZEO;~.GENT ··°"\ (DATE) . 4 . . / /_., •• • • J \ . • I STCNATURE ?F' OWNE'R 'IF' O'w',NER BIJlLDE:R} ' (!>ATEl i ' WHEN PROPEHLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ! l ! 1' ,. ' t :I \ ' A:' '· \ (\. ·~ 3 z 0 , 11 '--41 ~ \ -:--...... ' !' ',..JI ~ •= TESTING ENGINEERS, 51£1.{i?S. ~ -.;2.s-73 INCORPORATED FORM 1(1 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO ~ 3467 KURTZ ST., P.O. BOX 80985, SAN 0·1EGO, CA 92138 (714) 222-1185 ======t=============================-· I FILE No 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAG~~ __ T.;_vo __ _ P.O. ://72-6017-7, w.o. 116-10-11-16-17 JOB: Beckman-Microbics MIX No. 86318 SPEC. 28-DAY STR 3000 PSI . ADDRESS: 5570 El Camino Real TYPE II CEMENT 5.4· SCY SPEC·. SLUMP IN. Carlsbad, California ADMIX Pozz. 300 AGG. SP'E IN·. YEAR: 1973 ULTiMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO. CAST r.?8-MO. DA. 866 3/23 715 3/6! 904 3/29 -1264 4/27 1323 5/4 1379. 5/10 · 1441 5/16 1488 5/22 · 1529 5/25 LOCATION IN STRUC,:URE Col. at Line "11" & "DII • 823 A, B, c .. Made by TEI Column Line 1-L, :[3M6 A,B,C -- Made by TEI. Column Cl, roof to top of colm., B.I.-1 --Made by TEI. Col. footing @ 27 -ABC -- Mad·e ·by TEI. Fennentor tower, Grade BM "D.1-E. l" at 2.5. Beckman A,B,C. Made by TEL Cooling ·tower foundation. Beckman -C-1. Made by TEI. SLUMP IN. 3~ 4 L~-½; 4 4~ 2 Column Footing "C" on 4~ 4~ Beckman -"C-411 • Made by TEI Foundation ·p~ir at Bl on 4. 33z Beckman -"C-8". Hade by TEI Pier, 8 1 N. of "B1" on 9; .3-3/4. Beckman-C9 --}Ia.de by TEI. (1) The Austin Company, Attn: Mr. D. K. Lowther ~1) ~-K. W. ·Myles, District Engineer (9.1' City of Carlsbad Building Inspection Dept. (1) Conrock -,_ · ·"':· -- JDB:am OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS . AGE l •. 2480 4230 60-day Disc. 3/30/73 4/6/73 4/20/73 · 2100 -3960 60-day Disc. 4/27 /73 5/L~/73 4000 60-day .. B:/ill/73 2390 Disc. 5/18/73 5/25/73 2720 4470 60-day Disc. 6/1/73 6/15/73 6/22/73 1800 3870 60-day Disc. 2780 4320 60-day Disc. 2480 2550 2620 4260 60~day Disc. 3870 60-day Di°sc. . .......... j U.i\l ':.i O Iv I J ClTY OF CARLSBAD L Building Department TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 RE:?ORT OF COMPRESSION TESTS FORM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 584-1, P.O. No. 72-6017-7, Work Order 1fa6-10-ll-16-17 OATt;; January 5, 1973 .tos, Beckman-Microbics ADORr,t&0: OWN!!R: ARCHITECT: · ENGINl!l!R: Cofs!TRACToR, The Austin Company LAEJORATORY NUM!lEl1 MARI< ON SPECIMEN LOCATION IN STRUCTURE ~RAND OF C~MENT USED BRANO AND TYPE OF ADMIXTURE SOURCE OF SANO • • · • C28-19 6017 1fal ~ Rli:G. WT, CONCRETE 0 LIGHT WT, CONCRETE 0 GUNITE 0 CORES p MORTAR 0 GROUT SOURCE OF ROCK MIX PFlOPORTION!ll OR Nu11rnr.:R SUPPL.11:::R ( COHCRll;""i't?l • TRUCK No. & TrcKl!T No. • Sl..UMP OR KEL.LY BALL. NO DATA SUBMITTED T£MPl:.!1ATUP.E OF" AIR °F Tl!MFERATURE OF MIXTURE 0 1'" SPitCIM!l'.NO MAPE BY DATE MAD!! December 29, 1972 DATE RECl1'.:IV!",:D DATE TE®T:l'.D AR&A., SQUARc INCHES ULTIMATE LOAO. t..ae. CRIJOHING 9TRe.NGTli LBS. PER. SQ. IN. AGE TESTl!O, DA YO • • • UNIT WEIGHT, _L.13115. Pl!:R. CU. FT. Sl"r;:CIFl!l:D STRl::NGiH ·Jan. Jan. 3, 1973 5, 1973 28.27 34000 1200 7 REPORTll:D To: CLl"'NT (1) The Austin Company, Attn: (l~r. K. W. Myles, District ..,..00 City of Carlsbad Building JDB:am RJECJEJIVJED JAN 8 1973 CITY OF CARLSBl.\D Building Depar:.n:;1"i: 2000 Mr. D. K. Lowther Engineer Inspection Dept. TE:STING ENGINEERS. INC. ~-0 /{'~-- ~ James D. Bement R.E. #16099 r FORM 10 JP TESTING ENGINEERS, INCORPORATE·o OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FI LE No. ~5~8'--'4_--=1 __ SUMMARY OF. COMPRESS I-ON .:fEST · RESULTS PAGc.-_Tw_o __ _ .. P.O. 4fa72-6017-7, w.o. 4fa6-10-ll-16-l 7 .. JOB· Beckman-Mi.crobics MIX No. ,i86318 SPEC. 28-DAY ·STR 3000 PSI ADDRESS: 5570 El Cmino Real TYPE II CEMENT 5 .4· SCY SPEC. SLUMP IN. Carlsbad, California ADMIX. :eozz. 300 AGG. SIZ" IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO. CAST LOCATION IN STRUCTURE SLUMP r.28-MO. DA. IN. 866 3/23 Col. at Line 111111 & !IDII . 3~ 823 A, B, c. Made by TEI 715 3/6 i Column Line 1-L, BM6 A,B,C --4 Made by TEI. 904 3/29 Column Cl, roof to top of 4-½; colm., B.I.-1 --Made by TEI. 1264 4/27 Col. footing @ 27 -ABC --4 Made by TEI. 1323 5/4 Fennentor tower, Grade BM . 4% 11D.l-E.111 at 2.50 Beckman . :; A,B,C. Made by TEL ' .......... 1379 5/10 Cooling tower foundation. 2 Beckman -C-1. Made by TEI. 1441 5/16 Column Footing 11C11 on 4. 4~ Beckman -nc-411. Made by TEI (1) The Austin Company, Attn: Mr. D. K. Lowther (l)./4r. K. W. Myles, District Engineer w· City of Carlsbad Building Inspection Dept. · -(1) Conrock :-:, .· · JDB:am OTHER AND 7-DAY 28-DAY :rEST RESULTS INITIALS AGE 2480 4230 60-day Disc. 3/30/73 -4/6/73 4/20/73 2100 3°960 60-day Disc. 4/27/73 5/4/73 2390 4000 60-day 5711/73 Disc. 5/18/73 5/25/73 2720 4470 60-day Disc. 1800 R EC1 ~IVl ~D 2780 MAY ~ 9 1973 2480 9 ITV OF ~ARLSB '-\D 3uilding Departme nt TESTING ENGINEERS. INC. TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .• P.O. BOX 80985, SAN D'IEGO, CA 92138 (714) 222-1185 FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE One JOB: P.O. #72-6017-7, W.O. #6-10-11-16-17 Beckman-Microbics MIX No .. _8_6_6_1_5 ____ _ SPEC. 28-DAY STR 3000 PSI ADDRESS. 5570 El Camino Real Carlsbad·., California TYPE ___ CEMENT __ 6_,_5 ___ Sey SPEC. SLUMP ___ IN. ADMIX. _____________ AGG. S1z~c.__-11N. 1973 YEAR: ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND INITIALS DATE LAB. NO CAST LOCATION IN STRUCTURE C28 MO. DA. VJ-61 5/18 Footing, piers, wall, cooling 4 tower. Austin Co. C-5-18-73. Made by TEI. SLUMP IN. (1) The Austin Company, Attn: Mr. D. K. Lowther (1)/Mr. K. W. Myles, District Engineer {.Ql5 C'?-rlsbad City Building Inspection Dept. (1) Conrock mT.1r •dmi 7-DAY 2070 OTHER 28-DAY TEST RESULTS AGE 5/25/73 RAE CEilVE[D MAY 2 9 1973 CITV OF C B ·1 • )\Jl>LSBAD UJ re Ing Depc rtment . _,; TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. SOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-l 715 INSPECTION REPORT DATE June 5, 1973 FILE: No. 584-1 Purchase Order No. 72-6017-7 INSPECTION OF Reinforced Concrete JOB: Work Order No. 6-10-11-16-17 Beckman-Microbics FABRICATOR oR ERECTOR: The Austin Company CONTRACTOR: The Austin Company ADDRESS: 5570 El ·camino Real Carlsbad, California SHOP __ _ FIELD_=X"---_ PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 6/1/73 REG. HRS. 4, 0 O.T. HRS. RE;INSP. HRS. INSPECTOR Earl E. Wyman ----------; DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Concrete: Mix No. 86318 (5.4 sk., 3000 psi). Reinforcing steel: ASTM A615, Grade 40. Inspected reinforcing steel for proper size, grade, spacing, lap, cleanup and cleanliness in ice builder system foundation per applicable Details G and H/4. Witnessed placing of approximately 12 cubic yards of concrete in the afore mentioned locations. Cast one set of three test cylinders with a 3" slump from cooling tower foundation, marked Austin Co. RECEIVED JUN-6 1973 CJ~i~gF 5ARLSBAD epartment REPORTED To: (l)" The Austin Company, Attn: Mr. D. K. Lowther (1) Mr.~ .. W. Myles, District Engineer (1)__.....ci~ of Carlsbad Building Inspection Dept. THC:q!!l 4fa12882-.. -· TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-1541 INSPECTION REPORT DATE May 23, 1973 FILE: No. 584-1, Permit 1173-354, P.O. lf72-6017-7, INSPECTION OF Reinforced Concrete. W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics FABRICATOR oR ERECTOR: The Austin Company CONTRACTOR: The Austin Company ADDRESS: 5570 El Camino Real Carlsbad, California SHOP ___ · FIELD....:x=x=---PLANT __ _ DATE REG. HRS. 0. T.HRs. RE!NSP. HRS. INSPECTOR DATE 5/16/73 REG. HRS. 8, 0 0. T. HRS. REINSP. HRS. INSPECTOR _:ames Argetsinger DATE 5/18/73 REG. HRS. 4,0 O.T. HRs. REINSP. HRS. INSPECTOR .Arthur Shanks - DATE REG. HRS. O.T. HRS. REINSP. HRS . . · [NSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. -INSPECTOR ·REPORTED TO: Reinforcing Steel: ASTM A615, Gr. 40. Concrete: Mix #86318 (5.4 sk, 3000 psi) & Mix #86615 (6.5 sk, 3000 psi}, Inspected reinforcing steel and concrete placement of 45 cubic yards of Mix f/86318 in fermentor tower slab-on-grade from "D. l" to "E, l" and 2.5 to 4.5, and column footings on Line 4 (C1 to B1); 4.5 line (Cl to B1); Line "B" (+9'-0") from 6 to 9 (7 footings). Cast three test cylinders from column footing at "C", on 4, slump measured 4\-inches, sample marked "Beckman-C_4". Inspected placing 9\ cubic yards concrete, Mix #86615, in cooling tower perimeter walls and piers in service yard area. Cast three test cylinders from cooling tower walls, slump of·sample was 4 inches. Samples marked "BC-18 A,B,C." RECEIVED CITY OF CARLSBAD Building Department (1) The Austin Co., Attn: Mr. D.K. Lowther (1)/Mr. K. W. Myles, District Engineer TESTING ENGINEER~ INC, ~J City of Carlsbad Building Inspection Dept. THC:tb • H.-lfl2882 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No. 584-1 D ~MJ4.A,R_Y _OF COMPRESSION TEST RESULTS FORM 10 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGE Two P.O. 1/:72-6017-7, w.o. 11-C--.'rc1d-i1~~, VE Tt 86318 Jos: Beckman-Microbics .lj Mix No ________ _ SPEC. 28-DAY STR 3000 Ps1 ADDRESS· 5570 El Cmino Real MAY 21 1973 TYPE II 5.4· CEMENT--~---SCY SPEC. SLUMP ___ IN. Carlsbad, Calif~/TY OF CARLSB . Building Departme!Q ADMIX. --~P~O=Z=Z~-~3-=-0~0 _______ AGG. SIZ"'~----''N. ·YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB. NO CAST (:?~-MO. DA. 866 3/23 715 904 3/29 1264 4/27 1323 5/4 1379 5/10 LOCATION IN STRUCT,URE Col. at Line "11 11 & 1'D". 823 A, B, C. Made by TEI Column Line 1-L, .BM6 A,B,C -- Made by TEI. Column Cl, roof to tdp of colm., B.I.-1 --Made by TEI. Col. footing@ 27 -ABC -- Made· by TE I. Fennentor tower, Grade BM "D. l-E.111 at 2.5. Beckman A,B,C. :Made by TEI. Cooling tower foundation. Beckman -C-1. Made by TEI. SLUMP IN. 3~ 4 4½; 4 2 (1) The Aust.in Company, Attn: Mr. D. K. Lowther (1),,,.----Mr, K. W. 'Myles, District Engineer /J;k) City of Carlsbad Building Inspection Dept. (1) San Diego,Consolidated Company JDB:am OTHER 7-DAY 28-DAY TEST RESULTS AGE 2480 4230 60-day Disc. 2100 3960 60-day Disc. 2390 4000 60-day Disc. 2720 1800 2780 TESTING ENGINEERS, INC. MAIL DATE AND INITIALS 3/30/73 4/6/73 4/20/73 4/27 /73 5/4/73 5.111/73 5/18/73 TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FORM I Jp OAK.LAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-14Li.4 INSPECTION REPORT DATEMay 16, 1973 FILE: #584-1 P.O. #72-6017-7 W. 0 .1fo6-10-ll- 16-l 7 INSPECTION oF Reinforced Concrete JOB: Per. #73-354 (Carlsbad) Beckman-Microbics FABRICATOR oR ERECTOR: The Austin Company CONTRACTOR: The Austin Company. 5570 El-Camino Real ADDREss, Carlsbad, California SHOP __ _ FIELo_X __ PLANT __ _ DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 5/10/73 REG. HRS. 4.0 O.T.HRs. REINSP. HRS. INSPECTOR James Argetsinger DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A615, Grade 60. Concrete: Mix #86318 (5.4 sk., 3000 psi). Inspected reinforcing.steel and concrete placement, 8\ cubic yards of Mix 1fa86318 as follows: Six Fl2 type column foot"ings between 5 and 6 Lines and "B'" to "C'"; cooling tower foundation and bottom of trench through the fermenter towe~. Cast three test cylinders from cooling tower foundation, sample marked "Beckman -C2", slump measured 2':'. RECEIVED Mt\i 171913 CITY OF CARLSBAD Building Depart~ent REPORTED To, (1 )0 The Austin Compant, Attn: Mr. D. K. Lowther (l~~Mr. K. W. Myles, District Engineer ~(t) Carlsbad City Building Inspection Dept. KLS:dmi FORM 10 .IP TE~TING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921:38 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAG,c...-_T_w_o __ P.O. 4/72-6017-7, w.o. #6-10-11-16-17 86318 JOB: Beckman-Microbics MIX No. SPEC. 28-DAY STR 3000 PSI ADDRESS: 5570 El Cmino Real TYPE II CEMENT 5.4· SCY SPEC. SLUMP IN. Carlsbad, California ADMIX. Pozz. 300 AGG. 517E IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. ND. CAST r.28-MO. DA. 866 3/23 715 3/6,. 904 3/29 1264 4/27 1323 ·5/4 LOCATION IN STRuc,:uRE Col. at Line "11" & "D". 823 A, B, C. Made by TEI Column Line 1-L, BM6 A,B,C -- Made by TEI. Column Cl, roof to top of colm.", B.I.-1 --Made by TEI. Col. footing@ 27 -ABC -- Made by TEI. Fermenter tower, Grade BM "D.1-E.l"at 2.5. Beckman A,B,C. Made by TEI. SLUMP IN. 3~ 4 41-. 4 4 (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. _X. W-. Myles, District Engineer (1) ~ty of Carlsbad Building Inspection Dept. (1) San Diego Consolidate~ Company JDB:am OTHER 7-DAY 28-DAY TEST AGE 2480 4230 60-day 2100 3960 60-day 2390 4000 60-day 2720 1800 4 7973 <j/'°Y OF en 'L tiding D '1RLSB II D . e'Dartn-. rt ., ,ent TESTING ENGINEERS, INC. RESULTS Disc. Disc. Disc . AND INITIALS 3/30/73 4/6/73 4/20/73 4/27/73 5/4/73 5111/73 FORM 16 J, TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 Fl LE No. _5_8_4_-_l __ SUMMARY OF .COMPRESSION TEST RESULTS PAG"--E _O"--n_e __ P.O. /F72-6017-7, Work O"rder //:6-10-ll-t6-17 Jos: Beckman-Microbics ADDRESS: YEAR: LAB. NO C28"- 109 1076 5570 El Camino Real Carlsbad, California 1973 DATE CAST LOCATION IN STRuc,:uRE MO. DA. 1/3 Footings. 1, 2, 3. 4/10 Floor slab, Batch //4 -.. MIX No. ___ 8_63_0_4 ___ _ SPEC. 28-DAY STR 2000 Ps1 TYPE ___ CEMENT ______ SCY SPEC. SLUMP ___ IN. ADMIX. ___ P;_o_z_z_._3_0_0 _______ AGG. srz~E---lN . . ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP 7-DAY 28-DAY IN. 1590 3130 1770 3290 ~AP..Y 1 4 973 c1n OF CA ~LSBAD Bui1 :ling Department OTHER TEST RESULTS AGE 60-day Disc. 60-day Disc. MAIL DATE AND INITIALS 1/19/73 2/2/73 4/20/73 5/11/73 ) ,e Austin Company, Attn: Mr. D. K. Lowther r. K. W. Myles, District Engineer ity of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am. TESTING ENGINEERS, INC, ~ ~~o~ ~-James D. Bement R.E. #16099 FORM 10 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .• P.O. BOX 80985, SAN DiEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS. PAGE One P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Jos, B-eckman-Microbics ADDRESS· 5570 El Camino Real Carlsbad, California YEAR; 1973 DATE L~~l:o CAST LOCATION IN STRUCTURE MO. DA. 277 1/24 ·Drain ditch. Made by TEI B.M. D ' E, F. 1077 4/12 Floor slab A, Batch 1fl Job No. 75. (Mix 1/=76159) M 1x No. __ ---'7:.....:6c..::1:..:::5:...:c9..::..,M,__ __ SPEC. 28-DAY STR 3000 PSI TYPE II CEMENT _ __,5,!._•w7"--=5~_ Sey SPEC. SLUMP ___ IN. ADM1x. __ _..;.;.P_o_z_z_.---'-30_0 _______ AGG. s1z.~E--~IN. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE OTHER AND SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS IN. AGE 3-3/4 2620 4210 60-day Disc. 2/2/73 2/23/73 4/20/73 1560 3170 60-day Disc. 5/11/73 Rl~CEJVE D MAY 141973 . CITY OF c11 Build ng D nR --SBAD epaJ trnent (1~ /he Austin Company, Attn: Mr. D. K. Lowther (ly~r. K. W. Myles, District Engineer kl) City of CarLsbad Building Inspection Dept. (l)' San Diego Consolidated Company GINEERS. INC. JDB:am ~ James D. Bement R.E. #16099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. SOX 80985, SAN DIEGO, CA 92138 (714)222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO Two P.O. #72-6017-7, W.O. #6-10-11-16-17 Jos: Beckman-Microbics MIX N0 _ _..;;8;...;;6...c.3..;::l'-'-8 ____ _ SPEC. 28-DAY STR_3_0_0_0 __ PSI ADDREss· 5570 El Cmino Real Carlsbad, California TYPE II CEMENT __ 5_.4_· ___ SCY SPEC. SLUMP ___ IN. ADMIX. __ ....,P...,o"-"z"-"z...,.___,,,3'-"'0-""'0 _______ AGG. SIZc...E __ _,IN. YEAR: 1973 UL.:TIMATE COMPR'ESSIVE STRENGTH. PSI MAIL DATE DATE . LAB. ~O. CAST LOCATION IN STRUC"I;URE SLUMP r.?8-MO. DA. IN. 866 3/23 Col. at Line 1111" & "D". 3~ 823 A, B, c. Made by TEI 715 3/6 / Column Line 1-L, ~M6 A,B,C --4 Made by TEI. 904 3/29 Colum11: Cl, roof to top of 4¾ colm., B.I.-1 --Made by TEI. (1) The Aust~n Company, Attn: Mr. D, K. Lowther (1) Mr. K-,.:--W. Myles, District Engineer (1) ~ of Carlsbad Building Inspection Dept. (1) San Diegb Consolidated Company JDB:am 7-DAY 2480 2100 2390 OTHER AND 28-DAY TEST RESULTS INITIALS AGE 4230 60-day Disc. 3/30/73 4/6/73 4/20/73 3960 60-day Disc. 4/27/73 4000 60-day Disc. APR ~ 0 1973 "C TY OF, I :ARLSB, \D .-E uUding t epartmemt TESTING ENGINEERS, INC. TESTING ENGINEERS, INCORPORATED ~ 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-1349 INSPECTION REPORT DATE May 9, 1973 F1LE: No. 584-1, Permit /f73-354, P.O. /fa72-6017-7, INSPECTION OF Reinforced Concrete w.o. #6-10-11-16-1 JOB: Beck.man-Microbics FABRICATOR oR ERECTOR: Austin Company CONTRACTOR: Austin Company ADDRESS: 5570 El Camino Real Carlsbad, California SHOP __ _ FIELD_~XX~-PLANT __ _ DATE REG. HRS. O. T. HRS. REJNSP. HRS. INSPECTOR DATE 5/2/73 REG. HRS. 2. Q i'( O.T. HRS. REINSP. HRS. INSPECTOR James Argetsinger DATE 5/4/73 REG. HRS. 3, 5 ;'; O.T.HRS. REJNSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REJNSP. HRS. INSPECTOR REPORTED TO: Reinforcing steel: ASTM A615, Gr. 60. Concrete: Mix 1/:86318 (5 .4 sk, 3000 psi). . Inspected reinforcing steel and concrete placement, approximately 3 cubic- yards of Mix #86318 in Fermentor Tower and Elevator Pit slab-on-grade. No test samples taken. Inspected reinforcing steel and concrete placement, 10 yards of Mix /,k86318 in perimeter grade beams of Fermentor Tower from "D.1" to "E. l" and 2.5 to 4.5. Cast three test Sflmples on 2.5 Line ("D.111 to "E.l"), sample marked "Beckman-A,B&C, slump measured 4\ inches". · · - * Hours prorated with other work. RECEIVED MAY·i q1 · 1·973 • . . CITY OF. CAR .. Building D LSBAD . '?Partment (1) The Austin Company, Attn: Mr. D.K. Lowther .(1)~. K.W. Myles, District Engineer /j.k'5 City of Carlsbad Buiiding Inspection Dept. THC:tb ,.·_I TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 FILE No 584-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGc.."" __ Tw_o __ _ P.O. #72-6017-7, W.O. #6-10-11-16-17 Joe: Beckman-Microbics MIX No __ 8_6_3_1_8 _____ SPEC. 28-DAY STR_3_0_0_0 __ Ps1 ADDREss: 5570 El Cmino Real Carlsbad, California TYPE II CEMENT_----"-5-'--.4-'-·---SCY SPEC. SLUMP __ _,IN. ADMIX. --~P.,.__o""z""z"'-'-. ....,3=0=0=--------AGG. s1zcc-....._ _ __,1N. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE LAB. ~.0. CAST LOCATION IN STRuc,:uRE SLUMP r.? 8--MO. DA. IN. 866 3/23 Col. at Line "11" & "D" . 3\ 823 A, B, _C. Made by TEI 715 3/6 1 Column Line 1-L, BM6 A,B,C --4 Made by TEI. 904 3/29 Column Cl, roof to top of 4½; colm_-, B.I.-1 --Made by TEI. 1264 4/27 Col. footing @ 27 -ABC --4 Made by TEI. (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. w·. Myles, District Engineer (1) City of Carlsbad Building Inspection Dept. V (1) San Diego Consolidated Company · JDB:am OTHER 7-DAY 28-DAY TEST RESULTS AGE 2480 4230 60-day Disc. 2100 3960 60-day Disc. 2390 4000 60-day Disc. 2720 TESTING ENGINEERS. INC. MAIL DATE AND INITIALS 3/30/73 4/6/73 4/20/73 4/27/73 5/4/73 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-1279 INSPECTION REPORT DATE April 28, 1973 FlLE: No. 584-1, Permit #73-354, P.O. #72-6017-7, Work Order #6~10-11-16-17 INSPECTION OF Reinforced Concrete JOB: Bechman-Microbics FABRICATOR oR ERECTOR: Austin Company CONTRACTOR: Austin Company ADDRESS: 5570· El Camino Real Carlsbad, Califo~n~ SHOP __ _ FIELD XX PLANT--- DATE REG, HRS, O.T.HRS. REINSP. HRS. INSPECTOR DATE 4/27 /73 REG. HRS. 8 , 0 O.T.HRs. REINSP. HRS. INSPECTOR .Earl E. Wyman DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS, REINSP. HRS, INSPECTOR REPORTED To: Reinforcing Steel: ASTM A615, Gr. 60. Concrete: Mix #86318 (5.4 sk, 3000 psi). Inspected reinforcing steel for proper size, grade, spacing, lap, clean-up, and clearance as follows: Column footings, Line "D", 2.5, 3.5, 4 and 4.5; Line "E" at 4 and 4.5; Line "E", 2.5, 3.5, 4 and 4.5. Reinforcing steel found to be in accordance with applicable details and specifications. Witnessed placing of 22 cubic yards of concrete in the afore mentioned locations. Concrete placing operations observed and found in accordance with applicable building codes. Cast one set of Ihree test cylinders with a 4 inch slump from column footing D, 2.5, marked 27 A, B & C. MAY 4 1973 CITY OF CARLSB/\n Building Department (l~Th Austin Company, Attn: Mr. D.K. Lowther (1) r. K. W. Myles, District Engineer .CV. City of Carlsbad Building Inspection Dept. TESTING ENGINEERS, INC. KLS:tb OFF:tCES :tN PRINCIPAL CITIES THE AUSTIN COMPANY DESIGNERS• ENGINEERS• BUILDERS .1660 WILSHIRE BOULEVARD • LOS ANGELES, CALIFORNIA 90017 (213) 483-4580 m AUSTIN METHOD FOUNDED 1878 Mr. Ray Green Carlsbad Building Department Carlsbad, California 92008 Dear Mr. Green: April 30 3 1973 Re: Beckman Instruments, Inc. Microbics -72-6017 Enclosed is a print of our drawing A-20 issue 11 B11 marked up to show the interior partitioning of the office and laboratory areas. This is in accordance with our discussions February 27. Mr. Richard Taylor of Key Enterprises advised that you require this information as it relates of the Heating, Ventilati~g and Air Conditioni~g systems. Please contact me if you have any additional questions. RCSp/lb encl. cc: Richard Taylor w/encl. John Roome w/encl. K. W. Myles Very truly yours, FORM ,I Jf> TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, _CA 92138 (714) 222-1185 REPORT OF COMPRE:SSION TESTS File No. 584-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics ADDR!!:C.9: 5570 El Camino Real, Carlsbad,California OWN:ZFI: ARCHITECT: ENGINEER: Mr. K. W. Myles, District Engineer CONTRACTOR: The Austin Company l.ADORA.TORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE BRAND OF CEMENT UBED BRAND AND TYPE OF ADMIXTURE: SOURCE OP' SAND SOURCE OF ROCK C28-394 A· BM 29 Gutter B MIX PROPORTIONS Ol"t NUMBER SUPPLIER (CONCRETE! NO DATA SUBMITTED TRUCK No. 6, TICKET No .. SLUMP OR KELLY BALL TEMPERATURE OF _AIR Tli'.MPERATURE OF MIXTURE SPECIMENS MADE By DATE MADE DATE RECEIVED . . DATE TESTED . AREA, SQUARE INCHES- ULTIMATE LOAD. LBS. . . . . . . . . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, DA Y6 UNIT WEIGHT, LB13. PER. CU •. FT. SPECIFIED STRENGTH The Austin Company January 29, 1973 Feb. 1, 1973 Feb. 5, 1973 28.27 48500 1720 7 Feb. 26, 1973 28.27 85000 3010 28 2500 psi REPORTED To: CLIENT (l)~The Austin Company, Attn: Mr. D. K. Lowther (1) . K. W. Myles, District Engineer (1) _City of Carlsbad Building Inspection Dept. "'1.1r: am DATE February 19, 1973 February 26, 1973 ID{ REG. WT. CONCRETE 0 LIGHT WT. CoNCRETE 0 GUNITE C D COREG p MORTAR 0 GROUT RECEIVED FEB 2 71973 CIT.Y _OF CARLSBAD Bu1ldmg Department Discarded (not tested) R.E. #12882 TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA ·921.38 (714) 222-1185 FORM 10 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO · FILE No. _5_8_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS PAr.E Two P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics MIX No 86802 SPEC. 28.DAY STR 2000 PSI ADDRESS: 5570 El Camino Real TYPE CEMENT SCY SPEC. SLUMP IN. Carlsbad, California ADMIX. Pozz. 300 AGG. SIZ"" 'N. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE ,_ Lab No. DATE C28-CAST LOCATION IN STRuci:URE SLUMP MO. DA. IN. 275 -1/23 Floor slab, Pour 1/:5 Load 1/:14 6017 Made by The Austin Company RE CE] FEB 2 6 CIT' OF CA Buil ding Dei . (1) The Austin Company, Attn: Mr,, D. K, Lowther (1) Mr. K. W. Myles, District Engineer ..+l:7-City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company OTHER AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE 2070 3270 60-day Disc. 2/2/73 2/23/73 VE 1 [) \973 i<LSBAC artment .. TESTING ENGINEERS, INC. L~ --e~ ~ .,1!--z:::t,~ ~~-- JDB:am d James D, Bement R.E. #16099 FORM 10 JP TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .• P.O. BOX 80985, SAN DIEGO, CA 92.1.38 (714) 2.2.2.-1185 OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO SUMMARY OF COMPRESSION TEST RES UL TS One PAG~------ P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Jos: Beckman Microbics MIX No. __ ___;8;...:6c...c2c....;2;...:0 ___ _ SPEC. 28.DAY STR __ 2_5_0_0_PSI ADDRESS· 5570 El Camino Real Carlsbad, California TYPE __ I_I_CEMENT __ s_. s ___ Sey SPEC. SLUMP ___ IN. ADMIX. ______________ AGG. SIZc....E __ __,IN. YEAR. 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI DATE L.118. NO CAST C28-MO. DA LOCATION IN STRUCTURE 278 1/24 East area curbs. B.M. G, H, I. Made by TEI SLUMP IN. 5 7-DAY 1870 28-DAY 3340 Rl~CE LVE D FEB 2 : 1~/3 CITY OF CJ ,RLSBA D • Bmlding De partmen (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer f.1:1-City of Carlsbad Building Inspection Dept. . (1) San Diego Consolidated Company JDB:am · James OTHER TEST RESULTS AGE 60-day Disc. MAIL DATE AND INITIALS 2/2/73 2/23/73 .:_, TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 • FORM 10 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO Fl LE No. _5"""8"-4-'----1 __ SUMMARY OF COMPRESSION TEST RESULTS PAG~_O_n_e __ P. 0, #72-6017-7, W. O. #6-10-11-16-17 JOB: Beckman-Microbics ADDREss: 5570 El Camino Real Carlsbad, California YEAR: LAB. NO C28- 393 414 534 535 1973 DATE CAST MO. DA. 2/1 2/2 2/16 2/17 LOCATION IN STRUCTURE Panels Line 11. B.M. -A B C. (Made by TEI) Pre cast Panel 11A-l II Lines. E.M. -AB C.(Made by TEI) P/C panels Line 111111 G to H, B.M. 1-2-3 -Made .b:y TEI. P/C panels A line 5 to 4,BM. 1-2-3-4 --Made by TEI. Mix No ___ 8_6_3_1_8 _____ SPEC. 28-DAY Sm 3000 Psi TYPE II CEMENT __ =5~-~4 __ SCY SPEC. SLUMP _l __ lN. ADMIX. __ P_o_z_z_. _3_0_0 ________ AGG. S1z~E --~IN. ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 4 4 4 7-DAY 1980 1790 2330 28-DAY TEST AGE OTHER RESULTS 6-day 2050 FEB ~ 6 1973 Cl rv OF GARLSB, D Building t epartmel)t MAIL DATE AND INITIALS 2/9/73 2/23/73 (1) The Austin Company, Attn: Mr. D.K. Lowther (1) Mr. K.W. Myles, District Engineer _(..1-)-City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:pb TESTING ENGINEERS. INC. -~~_:::?~ ~ James D. Bement, R. E. 1116099 · i ! I - TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS FORM 16 .JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAGE One P.O. No. 72-6017-7, w.o. No. 6-10-11-16-17 JOB· .Beckman-Microbics MIX No. 77073 SPEC. 28-DAY STR 3000 PSI Colton V ADDRESS· 5570 El Camino Real TYPE CEMENT 6.5 SCY SPEC. SLUMP IN. Carlsbad, California ADMIX. Pozz. 300 & MBVR AGG. SIZ" 'N. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB.to CAST LOCATION IN STRUCTURE SLUMP C2 -MO. DA. IN. 290 1/25 Slab on grade, Line C-10 4-3/4 B.M. A, B, c. Made by TEI 327 1/26 Slab on grade Lines. 4-1/2 B.JvI. -A B C. Made by TEI RE~ FE CITY O Buildin! - . (1) Austin Company, Attn: Mr. D.K. Lowther (1) Mr. K. W. Myles, District Engineer ~City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am OTHE·R AND 7-DAY 28-DAY TEST RESULTS INITIALS AGE 2320 4260 60-day Disc. 2/2/73 2/23/73 2190 4170 60-day Disc. ~Ej1 1ED B 2 6 19 3 :-CARU BAD Departr hent .. TESTING ENGINEERS. INC. FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921:38 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAGE One P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Jos: Beckman-Microbics ADDRESS: 5570 El Camino Real Carlsbad, California YEAR: 1973 277 DATE CAST LOCATION IN STRUCTURE MO. DA. 1/24 Drain ditch. Made by TEI B.M. D, E, F. MIX No, ___ "'-7.cc.6=1=-5"-'9M=---SPEC. 28-DAY STR 3000 PSI TYPE rr cEMENT __ 5_._7_5 __ scv SPEC. sLuMP ___ ,N. ADMIX Pozz. 300 A s 1 __ .._::;.____._..;;________ GG. IZl"c... __ __.N, ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY TEST RESULTS IN. AGE 3-3/4 2620 4210 60-day Disc. RIE c1av1;n FEB 2 S 1973 C/~v OF C Bu, ding D ARLSBAt etartment MAIL DATE AND INITIALS 2/2/73 2/23/73 (1) The Austin Company, Attn: Mr. D. K. Lowther (l} Mr. K. W. Myles, District Engineer J.:1:-1--City of Carlsbad Building Inspection Dept_. (1) San Diego Consolidated Company JDB:am FORM 10 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FILE No. _..,.,5-"'8-'"4_-=1-SUMMARY OF COMPRESSION TEST RESULTS PAGE One P.O. No. 72-6017-7, w.o. No. 6-10-11-16-17 JOB: ~eckman-Microbics MIX No. 84320M SPEC. 28-DAY STR 3000 PSI ADDRESS: 5570 El Camino Real TYPE II CEMENT 5.4 SCY SPEC. SLUMP IN. Carlsbad, California 300 ADMIX. Pozz. AGG. SIZE IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE AND INITIALS Lab No. C28- 276 DATE CAST MO. DA. 1/24 LOCATION JN STRUCTURE P.C. Panels, east wall, 20, 21 and 30. Made by TEI B.M. A, B, and C. SLUMP IN. 3-1/2 (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer (l..} City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:am- 7-DAY 28-DAY 2300 3750 TEST AGE OTHER RESULTS 60-day Disc. 2/2/73 2/23/73 TEST:N/GINEERS. INC. ~-.. . B ~G~~ p ~~ James D. Bement R.E. #16099 - TESTING ENGINEERS, INCORPORATED. 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 FILE No 584-1 . -SUMMARY OF COMPRESSION TEST RESULTS P.O. No .. 72-6017-7, w.o. No. 6-10-11-16-17 86802 JOB: Beckman-Microbics MIX No. SPEC. 28-DAY FORM 16 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO PAG"' One STR 2000 PSI ADDRESS: 5570 El Camino Real TYPE CEMENT SCY SPEC. SLUMP IN. Carlsbad, California Pozz. 300 ADMIX AGG. SIZE IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO CAST LOCATION IN STRUCTURE SLUMP 7-DAY C2:8-MO. DA. IN. 128 1/12 Floor slab, Pour {fol 4 2480 Load 4/:2, 6017 Made by: The Austin Co. 129 1/12 Floor slab, Pour {fol 4 2370 Load 4/:15, 6017 Made by: The Austin Co. -' ~If 169 1/15 Floor slab, Pour 4/:2 ~ ~ 2620 Load 4fa8, 6017 i£:f 'v Made.by: The Austin Co. ;:-ta /~ i111y 86 170 1/15 Floor slab, Pour 1/:2 l::JJ]70 Load #18, 6017 ./:ii.ti!, .I ~ Made by: The Austin C <Q17, ~ C4~ 0. -< 209 1/16 Floor slab, Pour 4fa3 De,o. (J ~410 qrt,1.; Load 1/:5 6017 ~ n~D >-'/Jt Made by: The Austin Co. 210 1/16 Floor slab, Pour #3 Load 1115 6017 Made by: The Austin Co. 271 1/22 Floor slab, Pour #4 Load 1/:5 6017 Made by: The Austin Co .. 272 1/22 Floor slab, Pour #4 Load 1/:10 6017 Made by: The Austin Co. 274 1/23 · Floor slab, Pour #5 Load 4fo5 6017 Made by: The Austin Co. (1) The Austin Company, Attn: Mr. n. K. Lowther (1) Mr. K. W. Myles, District Engineer ~City-of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company · 1800 2330 2410 2090 OTHER AND 28-DAY TEST RESULTS INITIALS AGE 3940 60-day Disc. 1/19/73 1/26/73 2/2/73 2/9/73 3930 60-day Disc. 2/16/73 2/23/73 41.70 60-day Disc. ~ ~70 60-day Disc. 4030 60-day Disc. 3250 60-day Disc. 3940 60-day Disc. 3860 60-.day Disc. 3450 60-day Disc. TESTING 9'lGlNEERS, INC. ~-.?'~ ,~ -James D. Bement RE 4/:16099 ,\ TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-4 97 INSPECTION REPORT DATE February 21, 1973 FII.E: No. 584-1, Per. &2-1589 INSPECTION oF Reinforced Concrete Jos: Beckman-Microbics FABRICATOR oR ERECTOR: San Diego Consolidated CONTRACTOR: The Austin Company 5570 El Camino Real ADDREss: Car isbad, Ca 1 ifornia SHOP __ _ FIELD_X __ PLANT __ _ DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 2/16/73 REG. HRS. 5 • 5 ·O. T. HRS. REINSP. HRS. INSPECTOR Jonald A. Hoffman _________ __, DATE REG. HRS, O.T. HRS. REINSP. HRS. INSPECTOR DATE 2/17 /73 R·EG. HRS. O.T.HRs. 4.5 REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: ASTM A6i5, Grade 40. Concrete·: Mix Design No. 86318, (5.4 sk., 3000 psi). Observed proper placement of 82.5 cubic yards concrete for pre-cast panels· as follows: Line 11 from 11A11 to "H"; Line "A" from 9 to 10, Line 1 from "D" to 11E"; insert area representing future knock-out in Panel 11 from 11M11 to "L". Cast one set of three cylinders for test from panel Line 11, "G" to "H", marked B,M. 1, 2, and 3, All concrete consolidated by mechanical vibra- tion, prior to placement, forms checked for cleanup and reinforcing steel clearance. Inspected reinforcing _steel for proper size, gra-e, and placing as per approved plans and specifications for precast panels, Line "A" from 9 to 10 and Line 11 from "C" to "D" prior to placing concrete. Observed proper placement of 90 cubic yards concrete for precast panels as follows: Line "A" from 2 through 11; Line 11 from "N'' to "M"; Line l from ''C" to "D". Cast one set of four cylinders from Panel, Line "A" from 5 to 4, concrete slump 4.25 11 • This inspection completes casting of precast panels. RECEIVED FEB 2 2 1973 REPORTED To: (1) The Austin Company (1) Ml%" K. W. Myles (l)t/City of Carlsbad Building Inspection Department TESTING ENGINEERS, INC. REVIEWED Y. ~ ~~ -~-r~ ~ ~~ JDB:am James D. Bement R.E. #16099 TESTING· ENGl°NEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 REPORT OF COMPRESSION TESTS FUHM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 584-1, P.O. No. 72-6017-7, Work Order #6-10-11-16-17 Joa, 'Beckman-Microbics DATE January 30, 1973 February 20, 1973 AooREss, 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENGINEER: Mr. K. W. Myles,· District Engineer CoNTRAcToR, The Austin Company LABORATORY NUMBER C28-273 MARK ON SPECIMEN Gutter LOCATION IN STRUCTURE ml'. "REG. WT. CONCRETE 0 !..IGHT WT. CONCRETE 0 GUNITE BRANO OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOUf!CE OF SAND RECEIVED SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUP?LIER {CONCRETE! C.L. 5.5 C2500 PCC FEB 21 1973 TRUCK No. & TICKE'r No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR CITY OF CARLSBAD Building Department TEMPERATURE OF MIXTURE °F SPECIMENS MADE BY DATE MADE DATE RECEIVll:0 . . DATE TESTED . . AREA, SQUARE INCHES ULTIMATE LOAD. Lee. . . . . . . . . . . . . . The Austin Company Jan~ary 23, 1973 CRUSHING STRENGTH LBe. PER. SQ. IN. Jan. 24, 1973 Jan. 30, 1973 28.27 58500 2070 Feb. 20, 1973 28.27 118000 4170 AGE TESTED, DA YG 7 28 UNIT WEIGHT, LBS. PER. CU. l'T. SPECIFIED STRENGTH 2500 psi REPC>RTED TO: (1) CLIENT (1) ~ The Austin Company, Attn: D. K. Lowther Mr. K. W. Myles, District Engine~r City o.f Carl"sbad Building Inspection Dept. San Diego ConsolidatedCompany Discarded, Not Tested TESTING ENGINEERS. INC. JDB:am 0 CORES p MORTAR 0 GROUT .} fUt<M 4 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714)222-1185 REPORT OF COMPRESSION TESTS File No. 584-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 Joa, Beckman-Microbics ADORl!:fJS: 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENGINEER, Mr. K. W. Myles, District Engineer CONTRACTOR: The Austin Company l...l\ElORATORY NUM!:iER MARK ON SPECIMEN LOCATION IN STRUCTURE BRAND OF CEMENT USED BRANO AND TYf>E OF' ADMIXTURE SOURCE OF SANO SOURCE OF ROCK C28-270 Gutter C.L. 5.5 C2500 PCC. MIX PROPORTIONSS OR NUMBER SUPPLIER (CONCRETE) San Diego Consolidated Company TRUCK NO: & TICKET !"IC, SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENS MADE SY DATE MADE DATE RECl!:IVi'i:D . . DATE TEGTED . . AR&:A, SQUARE -INCHES ULTIMATE LOAD. LBS. . . . . . . . "F "F . . . CRUSHING STRENGTH LBS. ?t::R. SQ. IN. AGE TESTED. DA Ye UNIT WE!GHT, L5l!!I. PER. CU. FT. SPECIFIED STRENGTH_ The Austin Company January 22, 1973 Jan. 29, 1973 28.27 61000 2160 7 Feb. 19, 1973 28.27 103500 3660 28 2500 REPORTED TO: (1) CLIENT (1) The Austin Company, Attn: Mr. D. K. Lowther Mr. K. W. Myles, District Engineer _Q_)_ (1) City of Carlsbad Building Inspection Dept. San Diego Consolidated Company DATE January 29, 1973 February 19, 1973 ~ RliG. WT. CONCRETE 0 LIGHT WT. CONCRETE 0 GUNITE D CORE$ p MOR'rAR 0 Gr.OUT RECEIVED FEB 21 1973 - w~i~: 5ARLSBAD epartrnant Discarded, Not Tested TESTING ENGINEERS. INC. JDB:am. FORM 4 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985; SAN DIEGO, CA 921.38 (714) 222-1185 Ri::l?ORT OF COMPRESSION TESTS File No. 584-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JoB, ·Beckman-Microbics Al?DP.Ems, 5570 El Camino Real, Carlsbad, California OWNe:R: ARCHITECT: ENGINEER, Mr. K. W. Myles, District Engineer CONTRACTOR, The Austin Company LADORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE SRAND OF CEMENT Uall:O BRAND /,ND TYPE OF ,P.OMIJCTURE SOURCE OF SANO SOURCE OF RO.CK C28-395 BM 31 Gutter MlX PROPORTIONS OR NUMBER SUPPLIER (CONCP.ETEl NO DATA SUBMITTED TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TirMPERATURE OF MIXTURE S_1"ECIMEN© MAPE BY DATE MADE DATE RECEIVIED DATE TESTED AR!i!A, SQUARE INCHES ULTIMATE LOAO. LBS. "F •p- CRUSHING STRENGTH LBS. PER, SQ. IN. AGE TESTED, DA YIJ UNIT WEIGHT, Li3S. PER, CU. FT. SPl.C!FIED STRENGTH The Austin Company January 31, 1973 Feb. 1, 1973 Feb. 7, 1973 28.27 45000 1590 7 2500 psi · REPORTED To, (1) The Austin Company, Attn: Mr. D. K, Lowther CL1EN7 (1) Mr. K. W. Myles, District Engineer (1) v2f'ty of Carlsbad Building Inspection Dept. THC:am DATE February 19, 1973 ::tJ{ REG. WT. CONCRETE 0 LIGHT Wr. CONCRETE 0 GUNITE D CORES p MORTAR 0 GROUT RECEIVED FEB 21 1973 11J;Yct.0F CARLSBAD . mg Department .TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 R~JPORT OF COMFRESSION TESTS FORM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 584-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 DATE February 19, 1973 Joe, Beckman-Microbics · . AooRl!ss, 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENc:.JN!!ER: Mr. IC W. Myles, District Engineer CoNrnACTOR: The Austin Company LABORATORY NUMBER MARK OH SPECIMEN LOCATION IN STRUCTURE BRANO OF CEMENT USED BflANO ANO TYPE: OF ADMIXTURE SOURC!:: OF SANO SOURCE OF ROCIC M:X PROPORTIONS OR NUMBER SUPPLIER (CONCRETEl TRUCIC No. & TICKET No. - St.UMP OR KELLY BAL!.. TEMPERATURE OF AIR TEMPERATURE OF MIXTURE 0 1' SPECIMENS MAPE 13Y DATE MADE DATE Rll:CEIVED DATE TESTED AREA, SQUARE INCHES ULYIMATE LOAD. LBS. CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, 0AYO UNIT \¥EIGHT, LBB. PER. CU. FT. . SPECIFIED $TRENSTH • • C28-394 B 1"-1 29 Gutter NO DATA SUBMITTED The Austin Company January 29, 1973 Feb. 1, 1973 Feb. 5, 1973 28.27 48500 1720 7 19K R1«;;. WT. CONCRETE 0 LIGHT WT. CONCRETE D GUNITE RECEIVED Fl:B 21 1973 CITY OF CARLSBAD Building Department 2500 psi REPORTEoTo, (1) The Austin Company, Attn: Mr.·D. K. Lowther CL1EN, (1) Mr. K. W. Myles, District Engineer (1) ¥City of Carlsbad Building Inspection Dept. 0 CORES p MORTAR 0 'GROUT TESTING ENG!NEER~t a,G_, JI/ . ;,/? n---, THC:am Thomas H. ~ha~man~, R.E. #12882 . TESTING ENGINEERS, INCORPORATED OAK~P.t 16 J,- SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST .• P.O. BOX 80985, SAN i?IEGO, CA 92138 (714) 222-1185 FILE No. 584-1 SUMMARY OF COMPRESSION TEST RESULTS PAt::E THREE ·P.O. #72-6017-7, W.O. #6-10-11-16-17. Jos, Beckm.an-Microbics ADDREss. 5570 El Camino Real Carlsbad, California YEAR: 1973 DATE LAB NO CAST C28 MO. DA. 1581 6/1 LOCATION IN STR.UCTURE Cooling tower found., Austin Co. --Made by TEI. (1) The Austin Co., Attn: Mr. D.K. Lowther (1.),/Mr. K. W. Myles, District Engineer MIX No __ 8_6_3_1_8 _____ ~SPEC 28.DAY STR __ 3_0_0_0_Ps1 TYPE _I_I __ CEMENT __ 5_._4 ___ Sey SPEC. SLUMP -~-IN ADMIX . P_o_zz. 300 A s ·-, ~-----------~-GG. lZ~·-~N ULTIMATE COMPRESSIVE STRENGTH. PS! MAIL DATE AND INITIALS SLUMP IN. 3 7-DAY 2300 23-DAY 4010 j\..\\_ OTHER TEST RESYLTS AGE 60-day Disc. 6/8/73 6/29/73 ,Rf) City of Carlsbad Building Inspection Dept. (1) Conrock ,.., .., i.. - FORM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FILE No: 5S/+-l SUMMARY OF COMPRESSION TEST RESULTS PAc:E One P.O. No. 72-6017-7, w.o. No. 6-10-ll-16-17 JOB: Beckman-Microbics MIX No 86802 SPEC. 28-DAY STR 2000 PSI . ADDRESS· 5570 El Camino Real TYPE CEMENT Sey SPEC. SLUMP IN. Carlsbad, California ADMIX. Pozz. 300 AGG. SIZ"' IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE LAB. NO CAST LOCATION -IN STRUCTURE SLUMP C2:8-MO. DA. IN. 128 1/12 Floor slab, Pour :/fl l.,t Load :/f2, 6017 Made by: The Austin Co. 129 1/12 Floor slab, Pour :/fol 4 Load =lf15, 6017 Made by~ The Austin Co. 169 < 1/15 Floor slab, Pour :/12 Load ://8, 6017 Made by: The Austin Co. 170 1/15 Floor slab, Pour :/fo2 Load ://18, 6017 Made by: The Austin Co. 209 1/16 Floor slab, Pour ://3 Load ://5 6017 Made by: The Austin Co. 210 1/16 Floor slab, Pour 1/:3 Load ://15 6017 Made by: The Austin Co. 271 1/22 Floor slab, Pour ://4 Load 1/:5 6017 272 1/22 Floor slab, Pour ://4 Load ://10 6017 .. 274 1/23 Floor slab, Pour 1/5 ,. Load 115 6017 (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer ~City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB~am OTHER AND 7-DAY 28,DAY TEST .RESULTS INITIALS AGE 2480 3940 60-day Disc. 1/19/73 1/26/73 2/2/73 2/9/73 2370 3930 60-day Disc. 2/16/7:3 262D 4170 60-day Disc. 2370 4070 60-day Disc. 2410 4030 60-day Disc. 1800 3250 60-day Disc. 2330 2410 RJE CEJ VJEJ [) 2090 FEB 2 O 1973 r.lTV nr= r-J11 ~I ~Ofl I"'\ . . -.. ---,....,,. Bmldmg Department FORM 4 JP JESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 RE:PORT OF COMPRESSION TESTS File No. 584-1 Joa: Beckman-Microbics ADDRE!llS: 5570 El Camino Real, Carlsbad, California OWN~R: ARCHITECT: ENGIN!l:ER: K. W. Myles CONTRACTOR: The Austin Company l.A!:JOR.I.TORY NUMBER MARK ON SPECIM!i:N LOCATION IN STRUCTURE BRAND OF CEMENT USED BRAND AND TYF'E OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK MIX FROPORTIONG OR NUMBER SUPPLIER (CONCRETE! TRUCK No. & T1c1<ET No. • SLUMP OR KELLY BALL Tt:MPERATURE OF AIR TEMF'E'..RATURE OF MIXTURE °F SPECIMENS MADE BY DATE MADE • DATE RECEIVED . . . . . . DA TE TE13TEO . . . . . . AP.EA, SQUARE INCHES . . lJLTIMATE LOAD. LBG. . . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, DA Y\11 UNIT WEIGHT, L66. PER. CU. i"T. SPECIFIED STRF.NGTH C28-694 74-2 Drain Ditch No data submitted. February 26, 1973 March 2, 1973 March 5, 1973 28.27 47500 1680 7 0ATE March 6, 1973 ~ REG. WT. CONCRETE 0 LIGHT WT. CONCRETE 0 GUNITE D CORES p MORTAR 0 GROUT REPORTED TO: CLIENT (1) The ~stin Company, Attn: (1) M~. W. Myles, District (l)~ty of Carlsbad Building Mr. D. K. Lowther Engineer Inspection Dept. RECEIVED MAR 7 -1973 CITY OF CARLSBAD Building Departm::rnt TESTING ENGINEERS. INC. JDB:tb James D. Bement, R.E. ifl6099-~-=:~ fOHM 4 .JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 REPORT OF COMPRESSION TESTS File No. 584-1 DATE March 6, 1973 Joe, Beckman-Microbics ADDRE!liS: 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENGINEER: K. W. Myles CONTRACTOR: The Austin Company LAElORATORY NUMBER MARK ON SPECIMEN LOCATION IN STRUCTURE BRANO OF CEMENT USED BRANO AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK C28-693 70-1 Drain Ditch @KREG. WT. CONCRETE 0 LIGHT WT. CONCRETE 0 GUNITE 0 CORES p MORTAR 0 GROUT MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) • TRUCK No. & TICKET 'No. • SLUMP OR KELLY BALL TEMPeRATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENl!l MADE BY No data submitted. • I' DATE MADE . . . . . . February 23, 1973 DATE RECEIVED . . . . . March 2, 1973 DATE TESTED . . . . . . March 5, 1973 AREA, SQUARE INCHES . . . 28.27 ULTIMATE LOAD. LBS. . . . 49500 CRUSHING STRENGTH LBS. PER. SQ. IN. 1750 AGE TESTED, DA YB . . 9 UNIT WEIGHT, LBS. FE:R. CU. FT. SPECIFIED STRENGTH REPORTED TO: CLIENT JDB:tb (1) (1) (1) The Austin Company, Attn: My K. W. Myles, District vCity of Carlsbad Building .. Mr. D. K. Lowther Engineer Inspection Dept. RE.CEIVED MAR 7 -1973 CITY OF CARLSBAD Building Departm2nt TEs-nNG ENGINEERS. INC. L ~c:~ ~~ ~ ~:M~ -~ < James D. Bement, R.E. #16099 f.ORM 4 .JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714)222-1185 REPORT OF COMPRESSION TESTS File No. 584-1 Beckman-Microbics Joe, AODREl'iS: 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENGINEER: K. W. Myles CONTRACTOR: The Austin Company -L.ADORATORY NUM13ER MARK ON SPECIMEN LOCATION IN STRUCTURE BRANO OF CEMENT USEC BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK C28-692 71-1 Drain Ditch MIX PROPORTIONS OR NUMBER SUPPLIER ( CONCRETE) No data submitted. THUCK No. & TICKET _No. • • • SLUMP OR KELLY BALL TEMPERATURE OF AIR °F TEMPERATURE OF MIXTURE °F SPECIMENS MADE BY DATE MACE February 22, 1973 DATE RECEIVED . . .. . . DATE TESTED . . . . . AR&:A, SQUARE INCHES . ULTIMATE LOAD. LBS. . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED, DA Yl:l • • • • UNIT WEIGHT, LBS. PER. CU. FT. SPECIFIED STRENGTH • • • March 2, 1973 March 5, 1973 28.27 50000 1770 10 REPORTED To: CLIENT (1) The Austin Company, Attn: (1) Mr.fa W. Myles, District (1) l,-G'fty of Carlsbad Building Mr. D. K. Lowther Engineer Inspection Dept. DATE March 6, 1973 x]K REG. WT. CONCRETE 0 LIGHT WT, CONCRETE 0 GUNITE MAR 7 -1973 D COREG p MORTAR 0 GROUT CITY OF CARLSBAD Building Department TESTING ENGINEERS. INC. JDB:tb By/4~Y~ ~ James D. Bement, R •. E. 4!16099 r-ORM tG JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KU~TZ ST., P.O. BOX 80985, SAN DIEGO, CA 921.38 (714) 222-1185 _ Fi LE No. _5_8_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS One PAGo...----- P.O. #72~6017-7, W. O. #6-10-11-16-17 Jos: Beckman-Microbics ADDREss: 5570 El Camino Real Carlsbad, California YEAR: 1973 DATE LAB. NO CAST LOCATION IN STRUCTURE C28-MO. DA. 393 2/1 Panels Line 11. B.M. -A B C. (Made by TEI) 414 2/2 Precast Panel 11A-l 11 Lines. B.M. -AB C.(Made by TEI) 534 2/16 PI C panels Line "1111 G to B.M. 1-2-3 -· Made b.-y TEI. H, 535 2/17 P/C panels A line 5 to 4,~M. 1-2-3-4 --Made by TEI. 86318 3000 MIX No---------SPEC 28-DAY STR_...c;....:...c....:;_Psl TYPE II CEMENT_--5~·~4 __ Sey SPEC. SLUMP _l __ lN. ADMIX. __ P_o_z_z_._3_0_0 ________ AGG. SIZF'~--~IN. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE OTHER AND SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS IN. AGE 4 1980 32Li-O 60-day Disc. 2/9/73 2/23/73 3/2/73. 4 1790 3220 60-day Disc. 4 2330 4-½; 6-day 2050 l I '~ (1) The Austin Company, Attn: Mr. D.K. Lowther (1) Mr. K.W. Myles, District Engineer (l)VCity of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company TESTING ENGINEERS. INC. JDB:ob y~~ ~ ~~=;:~2)· ~ James D. Bement, R. E. :/H6099 FOHM 16 JP TESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. SOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 Ft LE No. -"---5 8"--4"----1 __ SUMMARY OF COMPRESSION TEST RESULTS One PAG~--------- P. 0. #72-6017-7, W. 0. #6-10-11-16-17 Jos, Beckman-Microbics ADDRESS· 5570 El Camino Real Carlsbad, California YEAR: 1973 Mtx No. 87610R TYPE II CEMENT ADMIX None SPEC. 28-DAY STR 2500 PSI 5.5 SCY SPEC. SLUMP 3/8 IN. AGG. SIZ" 'N. ULTIMATE COMPRESSIVE STRENGTH. PSI MAIL DATE DATE OTHER AND LAB. NO CASl" LOCATION IN STRUCTURE SLUMP 7-DAY 28-DAY TEST RESULTS INITIALS C28-MO. DA. IN. 406 2/1 Gutters. 3 B.M. -A B C (Made by TEI) 415 2/2 Gutters. 3 B.M. -AB C(Made by TEI). (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K.W. Myles, District Engineer (l)c_...C-:i:1:y of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company JDB:pb 1790 1590 AGE 3480 60-day Disc. 3180 60-day Disc. f,M R 5--'\~r 3 <''TV C F CARI.J SB, .... ,..l"\~rl li1'."'1 2/9/73 3/2/73 TESTING_,:;,,,GINEERS. ~ ~ ~ av:::-;--~ ~-~~~~ C James D. Bement, R. E. 1/=16099 . OFFICES IN PRINCIPAL CITIES THE AUSTIN COMPANY DESIGNERS• ENGINEERS• BUILDERS 1660 WILSHIRE BOULEVARD • LOS ANGELES, CALIFORNIA 90017 (213) 483-4580 RECEIVED Mr. Ray Green Carlsbad Building Department Carlsbad, California 92008 Dear Mr. Green: .m AUSTIN METHOD FOUNDED 1878 rM\R 1 -1973 February 28., l 973CITY OF CARLSBAD Building Department Re: Beckman Instruments, Inc. Microbics -72-6017 This letter will confirm our meeting yesterday with John Roome, Don Frizie11e and myself in your offices at which time we discussed the movable office partitions for subject project. The general interior office arrangement will consist of movable partitions extending to the underside of the suspended ceilings to form· laboratory modules. These will be centered on Column line G. The office areas to the south will be developed along the office landscape concept with all partitions being movable screens less than ceiling high. The partitions will be Hauserman 11 Ready Wall II made of flush steel panels with steel base, frames and doors. Illuminated exit signs will be provided in corridors to define the direction of egress. It is our understanding that the above described materials and arra~gement is in accordance with the requirements of the City of Carlsbad and the City Fire Marshall. RCSp/lb cc: John Roome i I ~ORM 4 JP JESTING ENGINEERS, INCORPORATED OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 REPORT OF COMPRESSION TESTS File No. 584-1, P.O. No. 72-6017-7, W.O. No. 6-10-11-16-17 JOB: Beckman-Microbics ADDRltlliS: 5570 El Camino Real, Carlsbad, California OWNl!:R: · ARCHITECT: ENGINEER: CONTftACTOR: Mr. K. W. Myles, District Engineer The Austin Company LADORATORY NUMBER LOCATION IN STRUCTURE BRANO OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SANO SOURCE OF ROCK C28-395 BM 31 Gutter MIX PROPORTIONl!i OR NUMBER SUPPLIER fCONCRETEl NO DATA SUBHITTED . ,. TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR Tii:MPERATURe OF MIXTURE SPECIMENS MACE BY DATE MADE The Austin Company January 31, 1973 DATE RECEIVED DATE TESTED AREA, SQUARE INCHES ULTIMATE: LOAD. LBli. CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED. DA VII UNIT WEIGHT, \..BS. Pl!R. CU. f'T, SPECIFIED STRENGTH Feb. 1, 1973 Feb. 7, 1973 28.27 45000 1590 7 REPORTED To: CLIEN1' (1) The Austin Company, Attn: (1) My K. W. Myles, District (l)e,.,City of Carlsbad Building THC:am Feb. 28, 1973 28.27 93000 3290 28 2500 psi Mr. D. K. Lowther Engineer Inspection Dept. February 19, 1973 February 28, 1973 :g( Rli:G. WT. CONCRl!:TE 0 LIGHT WT. CONCRETE 0 GUNITE 0 CORES p MORTAR D GROUT RECEIVED MAR 1 -1973 CITY OF CARLSBAD Building Department Discarded -- not tested. TESTING ENGINEERS, INCORPORATED· 3467 KURTZ ST •• P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 REPORT OF COMPRESSION TESTS ~ORM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File No. 584-1 Joa, ADDRtt!llS: Beckman-Microbics DATE March 6, 1973 March 22, 1973 5570 El Camino Real, Carlsbad, California OWNER: ARCHITECT: ENGINEER, K. W. Myles CoN1·nACToR, The Austin Company LABORATORY NUMBER MARK ON SPECIMEN LOCATIOtJ IN STRUCTURE BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND SOURCE OF ROCK C28-692 71-1 Drain. Ditch MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) · No data submitted. TRUCK N.o •. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMP£RATURE OF MIXTURE Si"ECIMENS MAOE BY "F ; . DATE MADE • February 22, 1973 . DATE RECEIVED . . . . . . DATE TESTED . . . . . . ARILA, SQUARE INCHES . . . ULTIMATt; LOAD. LBS. . . CRUSHING STRENGTH LBEI. PER. SQ. IN. AGE TES1"ED, DA YIS • • • • UNIT WEIGHT, LBS. PER. CU. FT. S,-ll:CIFIED STRENGTH March 2, 1973 March 5, 1973 28.27 50000 1770 10 REPORTED ·To, CLIENT (1) (1) (1) The Austin Company, Attn: Mr. K •. W. Myles, District /' S~ty of Carlsbad Building March 22, 1973 28.27 74000 2620 28 Mr. D. K. Lowther Engineer Inspection Dept. filK REG. WT. CONCRETE 0 LIGHT WT. CONCRETE .0 GUNITE 0 CORES p MORTAR 0 GROUT RECEIVED MAR 2 3 1973 CITY OF CARLSBAD Building Depar:mcnt Discarded -- not tested. TESTING ENGINEERS. INC. JDB:tb 1fal6099 TESTING ENGINEERS, INCORPORATED· 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-804 INSPECTION REPORT DATE March 20, 1973 FILE: ff584-1 Purchase Order #72-6017-7 INSPECTION OF Reinforced Concrete JOB: Work Order 1fo6-10-ll-16-17 Permit :/F72-1589 Beckman-Microbics FABRICATOR oR ERECTOR: The Austin Company CoNTRACTOR:The Austin Company 5570 El Camino Real ADDREss, Carlsbad, California SHOP __ _ Fl ELD---X<>..-_ PLANT __ _ DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR DATE -3/13/73 4.0 REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR Harley Russell DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. I-IRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR 3/16/73 8.0 Concrete: Mix #86318 (5.4 sk., 3000 psi). Inspected placement of approximately 10\. cubic yards concrete, Mix Design #86318. Placement was at columns as follows: On Line 11 at Lines "B 11 , 11c11 , "D", 11E11 , and 11F11 ; on Line 11N11 at Line 5 and 6. Three test specimens cast from placement in Column 11-D, marked BM-1 A, B, and C. Concrete placed at 11-F and lower\ on N-6. Exceeded minimum time for placement allowed by Uniform Building Code. An additional set of three test specimens cast from placement at N-6, marked BM-2 A, B, and C, March 13, 1973. Inspected placement of approximately' 10 cubic yards of Columns on Line 11A11 at Line 2 through 10 and ·on Line 1 and 11D". Three test specimens were cast in accordance ments of ASTM C-31, slump was 4~11 • concrete in at Line "C" with require- Prior to placement of concrete all reinforcing steel was checked for size, grade and spacing, forms were checked for cleanliness and clearance. RECEIVED rnAR2219i3 REPORTED To, (1). The Austin Company, Attn: (~~Mr. K. W. Myles, District ?rJ. City of Carlsbad Building Mr. D. K. Lowther Engineer Inspection Dept. CITY OF CARLSBAD Building Department TESTING ENGINEERS, INC. JDB:dmi Bement, R. E. #16099 !i !I ' I' TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST •• P.O. BOX 80985. SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO LABORATORY NUMBER SD28-739 INSPECTION REPORT DATE March 13, 1973 FILE: No.· 584-1, P.O. 1172-6017-7, Permit #72-1589 Carlsbai, INsPEcT10N oF Reinforced Concrete Work Order #6-10-11-16-17 JOB: The Austin Co. Beckman-Microbics FABRICATOR OR ERECTOR: CONTRACTOR: The Austin Co. ADDREss, 5570 El Camino Real, Carlsbad, California SHOP __ _ FIELD XX PLANT __ _ DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE 3/6/73 REG. HRS. 8. 0 0. T. HRS. 0.5 REINSP. HRS. INSPECTOR John Mc.Cro.sson DATE REG. HRS. O.T.HRS. REINSP. ftRS. INSPECTOR DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS, REINSP. HRS. INSPECTOR REPORTED To: Reinforcing Steel: ASTM A-615, Gr. 40. Concrete: Mix #86318 (3000 psi, 5.4 sk). The following columns were inspected for reinforcing steel grade, size & placement. Line 1, columns "G", "H", "J", "K", 11L11 · & "M"; Line "N", columns 2, 3, 7, 8 & 9. These columns were approved for placement of concrete. However only the column·s listed below were concreted: Line 1, columns ·11G", "H", "J", "K", "L" & "M"; Line "N", columns 2, 7 & 8. A total of 15 cubic yards of Mix #86318 was placed. Three cylinders were made at column "L" on Line 1 and marked B.M. 6 A, B, C. aECEIVED -MAR 1 S '\913 ClTY OF CARLSBAD Bullding Department (1) The Austin Company, Attn: Mr. D.K. Lowther (11/ Mr. K. W. ·Myles, District Engineer jl1 City of.Carlsbad Building Inspection Dept. TESTING ENGINEERS, INC. JDB:tb TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM I JP OAKLAND SANTA CLARA LOS ANGELES SAN·DIEGO LABORATORY NUMBER SD28-745 INSPECTION REPORT DATE March 13, 1973 FILE: #584-1 PeT. 1/72-1589 (Carlsbad) INSPECTION OF Reinforced Concrete FABRICATOR oR ERECTOR: The Austin Company P. O. #72-6017-7 W. 0. #6-10-11-16-17 JOB: Beckman-Micr<;>bics CONTRACTOR: The Austin Company 5570 El Camino Real ADDREss, Carlsbad, California SHOP __ _ FIELD X PLANT __ _ DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR --------------< DATE 3/7/73 4.0 REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR James ArgetsingeI _________ __,_ DATE 3/9/73 4.0 REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR Concrete: Mix #86318 (5.4 sk., 3000 psi). Inspected concrete placement of 7~ cubic yards of Mix #86318 in Columns Gll, Hll, Mll, and N9 from foundation to roof. Cast three test speci- me.ns from Column Gll. Sample marked "B.Cl", slump measured 3". Inspected concrete placement of 9 cubic yards ,of Mix 1/863_18 in Columns Dl, El, Fl, N3, N4; and NlO from foundation .to roof.· Cast three test speci- mens from Column "Flu. Sample marked "B.C2", slump measured 4-½;". MAR 1 :-1~,3 .CITY OF CAkLSBp;a Building Gei;:i ... rtment REPORTED To, (1) The Austin Company, Attn: (1) __J1r. K. ·w. Myles ' Mr. D. K. Lowther ),l~-City of Carlsbad Building Inspection Dept. TESTING ENGINEERS, INC. JDB:dmi 0 Bement, R. E. #16099 TESTING ENGINEERS, INCORPORATED . ' 3467 KURTZ ST., P.O. BOX 80985, SAN DIEGO, CA 9it38 (714) 222-1185 REPORT OF COMPRESSION TESTS FOHM 4 JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO File: 1/:584-1 P.0.1/:72-6017-7 W.0.#6-10-11-16-17 DATE March 13, 1973 JOB: Beckman-Microbics ADDRESS: OWNER: 5570 El Camino Real, Carlsbad, California Beckman Instrument Company ARCHIT·ECT: The Austin Company ENGINEER: The Austin Company CONTRACTOR: The Austin Company LABORATORY NUMBER MARK ON SPECIMEN LocATION IN STRUCTURE BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND C28-715 BM6 A Column Line 1-L Riverside, Type II Pozzolith 300 Capistrano Capis~rano B izj: Rt.G. WT, CONCRETE 0 LIGHT WT. CONCRETE 0 GUNITE C D COREG p MORTAR 0 GROUT RECEIVED SOURCE OF ROCK • • • MIX PROPORTIONS OR NUMBER SUPPLIER (CONCR£,:El • TRUCIC No. s.·T1ci<:ET No. • SL.UMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SP'ECIMl'!N6 MACE BY Conrock Mix 86318, 3000 psi, Conrock 5.4 sk. MAR 1 5 1973 CITY OF c11 •p- Truck -{/:4671, Ticket -{fo22609 4" Building D 11RLSBAD epartment · Testing Engineers, Inc., (John T. McCrosson) DA,:E MADE • • • • DATE RECltlVl!:D . . . DATETEGTED . . . AREA, SQUARE INCHES ULTIMATE LOAD. LBG. . ' . . . . . · March 6, 1973 . . . . Mar. 7, 1973 Mar. 13, 1973 CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. 2s:27 59500 2100 AG!:: Tl::STEO, DA YU • • UNIT WEIGHT, LBS. PER. CU. f'T. SPECIFIED STRENGTH REPORTED To: . 7 3000psi CLIENT (1) The Austin Company, Attn: Mr. D. K. Lowther (1) Mr. K. W. Myles, District Engineer c(~City of Carlsbad Building Inspection Dept. (1) San Diego Consolidated Company TESTING ENGINEERS. INC. _L J---- JDB:dmi James D. Bement, R. E. #16099 TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO, CA 92138 (714) 222-1185 FORM IG JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO FILE No. __ SS_4_-_l __ SUMMARY OF COMPRESSION TEST RESULTS ONE PAG"------ P • 0 • 117 2 -6017 -7 , W • 0 .1/6-10 -11-16-17 JoB: Beckman-Micro bi cs Mix No. 86340 SPEC. 28.0A Y STR 3000ps1 ADDREss:5570 El Camino Real Carlsbad, California TYPE __ll_CEMENT __ 6='• 5 ___ SCY SPEC. SLUMP -~-IN. ADMIX ___ p_o_z--,Z~-_3~0-0 _______ AGG. SIZFcc_ _ _,IN. YEAR: 1973 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NQ C26 DATE CAST MO. DA. LOCATION IN STRUCTURE 1829 6/29 Third floor decking., 2. 5 to 4.5 and E1 to E1(-lO'). BI. Made by TEI. SLUMP IN. 3 7-DAY 3270 (1) The Austin.Company, Attn: Mr. D. K. Lowther (1) ~--K. W. Myles, District Engineer 2'? ~ity of Carlsbad Building Inspection Dept. (1) Cori.rock THC:dmi OTHER 28-DAY TEST RESULTS AGE MAIL DATE AND INITIALS rJ /6/73 --TESTING ENGINEERS, INCORPO~ATED. 3467 KURTZ ST .. P.O. aox 80985, SAN DIEGO, CA 92138 (714)222-1185 FORM 1 .JP OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO . LABORATORY NUMBER SD28-2023 INSPECTION REPORT DA1'E: June 30, 1973 FILE: No. 584-1, Permit :/fa73-354, P.O. :/fa72-6017-7 Work Orqer :/fo6-10-ll-16-17 Joa: ADDRESS: Beckman-Microbics 5570 El Camino Real Carlsbad, California INSPEc1·1ON OF Reinforced Concrete FABRICATOl1 OR ERECTOR: The Austin Co. CONTRACTOR: The Austin Company SHOP __ _ FIELD--'IDC=-PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP. I-IRS. INSPECTOR Reinforcing Steel: A615, Gr. 60. Concrete: Mix :/fo863L:.O (6. 5 sk,. 3000 psi). DATE 6/29/73 REG. HRS. 4. 5 O.T. I-IRS. REINSP. HRS, INSPECTOR .James Ar~etsinger DATE REG. HRS. O.T. HRS. REINSP, HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE ·REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR REPORTED To: Inspected reinforcing steel and concrete placing of 7 cubic yards of Mix #86340 as follows: In Fermentpr Tower: 1st Floor equipment pads from Line 4 to 4. 5 and '.'E" to 11E11 (-10 1 ); 2nd Floor c;:oncrete decking from Line 4 to 4.5 and "E" to "E" (-10'); 3rd Floor concrete decking from Line 2.5 to 4.5 and "E" to "E" )-10'). Cast three test samples from 3rd Floor decking.. Sample marked "B. 111 , • slump me.asured 3 inches • RECEJfVJED JUL 6 1973 CIT.Y _OF CARLSBAD Bmldmg Department (1) The Austin Company, Attn: Mr. D.K. Lowther (1) ¥Mr~ K. W. Myles, District Engineer ~kl ... y' City of Carlsbad Building Inspection Dept. r-' TH.C:tb , INC •.. ~ THE AUSTIN COMPANY .fill ENGINEERS 6 BUILDERS AUIHN •t1JtOD 16o0 WILSHIRE BOUU:YARD • LOS ANGELES, CALiFORNIA 90017 • 483-4580 To 0\·'fll:"H' '2. City ~ · / O Desi9n. Drawings For: O Approval Date February 22. 1973 Beckman Instruments Inc. ~1jr11 ohirs Our Order 72-6017 [ii ----1FF--i-1-r1:+: t1-l -R-eet1pt1o+r'-tt.------------- O Correction and Resubmittal 0 Purch. D Const. R ,_ Gi zi ensk1 & Associates eman;s:--~=--'--~----'-''--'--~~~~"-----'-=-~----------~------------ , __ ,,__, ·-·~ /;.) ------------~-------------,=1:-·~r,,--,-,-,s--,_ ,--, ,=---. -_-------- ~-fl :i l Vt-{..;;J-.\KL .. :ib1--;0 _________________________ E_n~1q~i1_1r_:1e_r~f r~::.: _!/~JJartme,_,_al--t _____ _., >~ cc: S. E. Malora (1) ___ -e..R .• C. Spangler (l THE .AUSTIN COMPANY B l(. l·i. f1v1es Y----~------------- Title fi is tr i ct E fl_,_·1~i~n-"e~e~r ________ _ WOODWARD -GIZIENSKI & ASSOCIATES CONSULTING SOIL AND FOUNDATION ENGINEERS ANO GEOLOGISTS An a/filiilte of \Voodwilrd -Clyde Consultants 3467 Kurtz Street San Diego California 92110 (714) 224-2911 February 16, 1973 Project No. 72-232 The Austin Company 1660 Wilshire Boulevard Los An~eles, California 90017 Attention: Mr. J. H. Gardiner FINAL REPORT OF ENGINEERING . OBSERVATION AND COMPACTION TESTING RANCHO AGUA HEDIONDA -PORTION OF LOT B MICROBICS, BECKMAN INSTRUMENTS, INC .• CARLSBAD, CALIFORNIA . . , -:D .·, __ ,. f?;. =.: ... :-·-: ~ .: " ' ) . ', ·t -~. _, ... In accordance with your request, our proposal dated November 9, 1972, · and your Purchase Order No. 72-6017-6, we have provided soil engineering services in conjunction with the grading of the subject site. These services included: · -(l) Engineering observation of the grading operations. (2) Observation of the removal of potentially ex-pansive soils from the top 2 feet of rough grade within the building limits plus 10 feet beyond the building limits. Potentially expansive soil was also removed from the top 1 foot of subgrade of th~ AC Pavement Parking Area and from the western and southern portions of the AC Road. (3) Observation of the removal of loose surface soils from the canyon area prior t~ p!acing fill. (4) Observation of the placing of oversize rock (up to 48 inches in maximum size) in designated fill areas. (5) Observation of the removal of oversize rock (over 48.inches in maximum size) from the ~ite and the stockpiling of rock in adjacent areas. (6) Taking field density_tests in the fill placed and compacted~ (7) Performing laboratory tests on representative samples of the material used for fill. The Austin Company · Project No. 72-232 February 16, 1973 P_age 2 Site preparation, compaction, and testing were done between November 2, 1972 and January 12, 1973 in accordance \>Jith the 11Specifications for Controlled Fillll in our report entitled 11Soil Investigation for the Pro- posed Rancho Agua Hedionda -PorUon of Lot B, Carlsbad, California," dated September 13, 1972, and the "Earthv.JOrk11 Specifications for the Project, "Section 2N1 dated October 5, 1972, and addendum dated December 14, 1972, prepared by The Austin Company. As the site grading progressed, the compaction procedures were observed, and field density tests were made to determine the relative compaction of the fill in place. Field observations and field density test results indicate that the fill has been comoacted to 90% or more of maximum lab- oratory density. The approximate locations of field density tests, the limits·of compacted fill, the approximate areas undercut for clay~ and the general areas of rock have been recorded on a copy of the grading plan for reference. The results of fi~ld density tests and of relative com- pa~tion, expressed as a percent of maximum laboratory density, are given on the attached forms. Laboratory tests to determine moisture-density relationships, maximum dry density, optimum moisture content, grain size distribution, plasticity characteristics, and strength and swell characteristics were performed on representative samples of the material used for fi11. The results of laboratory tests are given on the attached forms. Laboratory tests and a visual inspection indicate that nonexpansive fill was placed within 2 feet of rough grade on the building pads,within 1 foot of rough grade in the AC Pavement Parking Area and in the western and-southern secti ans of the AC Road. Due to the shortage of se 1 ect material the cut area west of the parking area was not undercut and has expansive materials exposed at finish grade. The fill area west of the proposed building area also contains expansive soil at finish grade. Where potentially expansive soil is evident or where it is encou·ntered in footing excavations, special foundation design should be observed. No "rock" larger than 6 inches was placed in the building area within a -minimum depth of 4 feet below finish grade. Rock may be encountered in excavations outside the. building area. Foundations for single or two-story structures placed on nonexpansive undisturbed soil or nonexpansive properly compacted fill may be designed for a bearing pressure of 3,000 psf (dead plus live loads) at a depth of 12 inches below compacted fill or undisturbed cut lot grade. Footings should have a minimum width of 12 .inches.· These pressures niay be increas- ed by one-third for loads t:,at include wind or seismic forces. ·structures that will not tolerate differential settlements should not be located within 5 feet of the top of a slope. Footings located closer than 5 feet from the top of a slope should extend in depth until the outer bottom edge of the footing is 5 feet horizontally from the outside face of the slope. WOODWARD · GIZIENSKI & ASSOCIATES CONSULTING SOIL ANO FOUNDATION ENGINEERS ANO GEOLOGISTS The Austin Company Project No. 72-232 February 16, 1973 P_age 3 Field density tests have been located on the grading plans entitled 11 Microbics,11 dated October 9, 1972, prepared by The Austin Company, Los Angeles, California. It is our understanding that the finish grade elevation on the entire site has been raised eight-tenths of a foot. Elevations and locations sh.m\ln in this report are based on field surveys established by others. This report covers the fill placed under our observation during the dates specified herein. Additional fill placed after these dates, as well as the backfill in utility trenches located within 5 feet of a building and greater than 12 in.ches de.ep., .or any .trench 5 feet .or more from a building and in excess of 5 feet in depth, should be compacted under the observa- tion of this office and tested to assure compliance with the earthwork specifications for the project. This office should be contacted at least 24 hours prior to backfilling operations. Utility service trenches within 5 feet of a building that are perpendicular to the building footings and are less than 12 inches wide and less than 3 feet deep are not subject to this recommendation. The inspections and tests of compaction made during the period of our services on the subject site were in accordance with the local accept- able standards for this period. The conclusions or opinions drawn from the tests and site inspections apply only to our work with respect to grading and represent conditions at the date of our final inspection. We will accept no responsibi 1 i ty for any subsequent changes made to the site by others or by uncontrolled action of water or by failure of others to properly repair damages caused by uncontrolled action of water. WOODWARD-GIZIENSKI & ASSOCIATES EHP /JLH/LJL/rnf Attachments (6) WOODWARD • GIZIENSKI & ASSOCIATES CONSULTING SOIL ANO FOUNDATION ENGINEERS ANO GcOLOGISTS COMPACTION TEST RESULTS JOB NAME RANCHO AGUA HEDIONDA, PORTION LOT B DATE REPORTED February 16, L Joa NUMBER 72-232 DATES COVERED November 2, 1972 through January 4, 1973 PAGE l OF 6 UOIIITURll P'll!:LO LAJ,ORATOltY ftl!:LATIVE DAT!!: TitST RETES,T LOCATION ELEVATION CONTll:NT CZNSITY Cll:lllllTY CO"4PACTION NUMBER OF OF TEST % C:tYWT. l'CI' f'CI' 'J. OF LAD. DENI! r:rn~ 2 1 SEE FIGURE NO. 1 285 I 14.3 105.0 11.4. 5 91.7 2 287' 14.9 104.3 114. 5 91.0 3 289' 14.3 105.8 114. 5 92.5 4 289' 13.6 103.4 114.5 90.5 5 291 1 15.6 104. 9 114. 5 91.6 NOV 3 6 293 1 14.9 105.6 114.5 92.2 7 295 1 15.6 106.0 114.5 92.6 8 297 1 12.3 . 111.9 120.0 93.3 9 298 1 13.0 112. l 120.0 93.4 10 297 1 13. 6 110.2 120.0 91.8 11 300' 12.3 111.4 120.'0 92.8 12 300 1 11.7 109.6 120.0 91.3 13 300 1 Tl.7 · 107 .2 120.0 89.3 14 13 300 1 12.3 109.9 120.0 91.6 NOV 6 15 295' 13.0 112.2 120.0 94.0 . lfr· 297' 12.3 110.8 120.0 .92.3 17 298' 12.3 109.8 120.0 91.5 18 ~ 302' 11. l 109.4 120.0 91.2 19 301 I 9.9 119.8 127.5 94.0 20 303 1 10.5 118.9 127.5 93.3 21 302 1 10.5 119.3 ·127.5 93.7 22 304' 9.3 122. l 127.5 95.8 2.3 ... ·. 303' 9.9 120. 7 127 .5 94.7 NOV 7 24 303 1 10.5 121.5 127. 5 95.3 25 . 304' 9.3 120.2 127.5 94.3 26 " 302 1 10.5 120.7 127.5 94.8 27 302 I 8.7 ·119.8 127.5 93.9 28 304' 8.7 121.7 127.5 95.5 29 . 304 1 9.3 120.8 127. 5 94.8 30 304' 9.9 121.4 127 .5 95.2 NOV B 31 306 I 13.0 113.2 120~0 94.4 32 306' 11. l '123.9 127 .5 97.2 33 307' 13.6 lll.4 120.0 93.0 34 306 1 13.0 112.4 120.0 93.7 35 308 1 13.0 106.4 120.0 88.8 36 35 308 1 13.0 110.9 120.0 92 .3 37 310' 11. 1 120.l 127.5 94.3 38 312 I 10.5 120.8. 127 .5 94.8 39 310 1 9.3 115.5 127.5 90.3 NOV 9 40 311 I 12.3 120.3 126.0 95.6 41 312' 10. 5 119. 9 126.0 95.3 42 308' 11. l 120.2 126.0 95.4 43 307' 11.. 7 120.4 126.0 95.6 WOODWARD· GIZIENSKI & ASSOCIJ\TES CONSIJlTINC SOU. ANO F'OUNDAflON ENGINEERS ANO CEOlOGISJS COMPACTION TEST RESULTS JOB NAME RANCHO AGUA HEDIONDA, PORTION LOT B DATe: REPORTED February 16, E Joa NUMBER 72-232 DATES COVERED November 2, 1972 through January 4, 1973 PAGE 2 OF 6 MOUITUR!t P'IZ:LO LA?IORATORY IU!:LATIVZ: DATE: Tlr&T RETEST LOCATION ELEVATION CONTl:NT DENSITY DltN31TY COMPACTION NUMBER OF OFTEST "1, DltY WT, PCY l'CI' % OP'LAB, DENfi NOV 9 44 SEE FIGURE NO. 1 312 I 8.7 111.8 126.0 88.9 {cont'd) 45 44 312 1 9.9 l 18. 3 126.0 93.9 46 309' 11.1 117 .0 126.0 92.9 47 311' 11.7 119-. 4 126.0 94·.8 48 306 1 10.5 120.7 126.0 95.7 49 302' ···9.5 122.0 126.0 92.0 NOV 10 50 314' 11. l 119.8 126.0 95.3 51 313 1 9.9 121 .2 126.0 96.3 52 311' 10 .5 119. 8 126.0 95.0 53 309 I 11. 7 121 .0 126.0 96.2 54 313' 11. l 118.4 126.0 94.2 55 316 ! 9.-3 120.7 126.0 95.7 56 316 1 10.5 120.5 126.0 95.5 57 314 1• 11.1 · 119.7" .126.0 · 94.8 58 314' 10.5 121. 8 126.0 96.7 NOV 11 59 304' 12.3 117 .1 127.5 92. 1 60 315' 13.0 121.9 127 .5 95.5 61 316 1 13.0 123.8 127 .5 97.0 62 316 I 11. 7 120.2 127 .5 94.3 63 . ~ ·. 318 1 11. 1 118.9 127 .5 93.2 64 • . 317 1 9.5 120.3 127.5 94.2 65 318' 10.5 120.6 127.5 94.5 66 318' 11.1 121.4 127.5 95.3 67 319 1 9.9 120.7 127. 5 94.6 NOV 14 68 306' 10.5 121.6 127.5 95.6 69 .. 318' 9.5 127.7 127.5 96.3 70 315' 11.1 127.2 127.5 96. 1 . 71 317 1 9. 9 · 118.5 127.5 93. l . . ' NOV 20 72 317' 12.3 116.8 127.5 91.6 73 313' 13.0 117.9 127.5 92.5 74 315' 12.3 117. 7 127.5 92.3 75 318' .13. 0 118.8 127.5 93.3 76 308' 10.5 120.5 127.5 94.6 77 306' 13.0 122.0 127.5 94.8 78 304' 12.3 117. 7 127.5 92.3 79 310' 11. 7 119.8 127.5 93.9 WOODWARD· GIZIENSKI & ASSOCIATES CONSUJ,_TING SOIL ANO FOUNDATION tNG1'1f!RS AND GEOlOGtSIS COMPACTION TEST RESULTS Jos NAME RANCHO AGUA HEDIONDA, PORTION LOT B DATe: REPORTED Ft!bruary 16; 191 Joa NUMBER 72-232 OATES COVERED November 2, 1972 through January 4, 1973 PAGE 3 OF 6 MOlllTURlt P'IELO LA!!IORATORY ftltU.TIVE DAT!!: TEST RETEST LOCATION ELEVATION COHTICNT DENSITY DltNSITY COMPACTION NUMBER OF OF TEST 'Ii, DRTWT. PCF PCF •1. OF ua. DENS. , NOV 21 80 SEE FIGURE NO. 1 308' 9.3 117.9 127. 5 92.5 81 310' 10.5 118.5 127.5 93.0 82 313 1 8.7 117.0 127.5 91.8 83 314' l l. l 122.2 127.5 95.9 ·84 '3l2' ·9.9 120.5 127.5 94.6 85 314 1 9.9 120. 1 127.5 94. l NOV 22 86 315' 10.5 121.0 1.27 .5 95.0 87 313' 9.3 117.4 127.5 92.3 88 31 l 1• ~ .•. 9 119.9 127.5 93.9 NOV 27 89 312' 11. l 120.8 127.5 94~8 90 318' 12.3 120.7 127.5 94.7 91 316 1 12.3 118. 7 127.5 93.2 92 316 I 12.7 120.0 127.5 94. l NOV 28 93 . 312 1 11. 1 120.7 127.5 94.6 94 311' 10.5 118. 5 127.5 93.2 95 310' 12.3 121.3 127.5 95.4 96 311 1 11. 1 120.5 127.5 94.3 97 314' 11.7 122.2 127.5 96.0 98 313' 10.5 122.3 127.5 96. 1 . NOV 29 99 320' 11. 1 118.3 127.5 92.8 100 321 1 10.5 123. 1 127.5 9.7.6 101 319' 9.9 123.2 127.5 97.7 102 · 318' 10. 5 119.8 127.5 94. 1 103 ., 318' 1 l. 1 129.8 127.5 94.9 104 315' 10.5 . 116.2 127.5 91.3 105. 317' 9.9 121.3 127.5 95.3 106 316' 9.3 123. 1 127.5 95.9 NOV 30 107 320' 9.3 127.0 127.5 95.8 108 319' 10.5 120.5 127.5 94.6 109 320' 11. 1 119.0 127.5 93.4 110 . 321' 12.3 121.8 127.5 95.6 lll 320' 10.5 120. 1 · 127. 5 94.3 112 318' 10. 5 121.5 12,7. 5 95.5 113 316' 9.3 120. 1 127.5 94.3 114 315' 9.9 120.7 127.5 94.7 115 316' 10.5 121. 7-127.5 95.5 WOODWARD • GIZIENSKI & ASSOCIATES CONSULTING SOIL ANO fOUNOA.flOH tNGINfERS ANO GEOLOCISfS COMPACTION TEST RESULTS Joa NAME RANCHO AGUA HEDIONDA, PORTION LOT B CATE REPORTED February 16, 197 Joa NUMBER 72-232 DATES COVERED November 2, 1972 through January 4, 1973 PAGE 4 OF 6 MOISTURI!: 1'11!:LD LAISORATORY 1':t:LATIVE DATE TltST RETEST LOCATION ELEVATION CONTltNT DENSITY DltNIIITY COMPACTION NUMBER OF OFTEST % DllY WT, PCI' l"CI' % OF LAB. DENS. DEC l 116 SEE FIGURE NO. 1. 319' 13. 6 110.4 120.0 92.3 117 317' 13.6 108.3 120.0 90.4 118 312' 15.6 104.7 114. 0 91.5 119 316' 1-6.3 103.7 114. 0 90.6 120 317' 14.9 104.3 114. 0 91.2 121 321 1 12.3 117. 9 127.5 92.5 122 320' 13.0 119.0 127.5 93.4 DEC 6 123 321' 8. 1 125.2 130.0 96.5 124 320 1 9.5 125.9 120.0 97.0 125 320' 8.7 125.3 130.0 96.6 126 319' 9. 3 · 122.7 130.0 94.3 127 318 1 10.5 121.1 130.0 93.3 128 321 I• 9.9 123.3 130.0 94.8 DEC 11 129 320' 9.0 122.3 130.0 94.2 130 -321' 11. l 121. l 130.0 93.2 131 322 1 12. 0 . 124.2 130.0 95.6 132 319 1 11. l 122.8 130.0 94.5 133 315' 21.3 103.2 114.0 90.3 134 318' 19.0 103.8 114.0 91. l D.EC 12 135 · 318' 14.4 103.7 114. 0 91.0 136 316' 16.3 104.2 114.0 91.4 137 315 1 17.5 104. 9 114. 0 91.9 138 316 1 15.6 103.6 114.0 90.0 DEC J3 139 • 320' 15.6 103.2 114. 0 90.3 140 321' .16. 3 103.3 114. 0 90.4 141 322' 21.2 104.3 114.0 91.3 142 320' 14. 9 104.5 114.0 91.5 DEC 14 143 321' 15.9 103. 5 114.0 90.9 144 320' 17.6 103.4 114.0 90.8 145 321' 16.3 l 05. 2 114. 0 92.4 146 319' 15.6 104.7 114. 0 91.8 DEC 15 147 325' 9.9 119. l 130.0 91.8 148 325 1 10.5 170.1 130.0 92.5 149 325' 10.5 120.7 130.0 92.8 150 325' 9.9 121. 2 130.0 93.3 151 325' 9.3 123.7 130. 0 95.2 WOODWARD -GIZIENSKI & .ASSOCIATES .. ..,. .. ,,...,, ,.,,._.,.. ,._,...,. .... ,.. rn ..... n•TonM rMt:,M'°&'OC j,kr\ t":.i:"01 r'IG1c;.lS, COMPACTION TEST RESULTS Joa NAME: RAKCHO AGUA HEDIONDA, PORTION LOT B DATE REPORTEcfebruary 16, 1973 Joa NUMBER 72-232 DATES COVERED November 2, 1972 through January 4, 1973 PAGE 5 OF 6 MOISTURlt P'l£LO LAllORATORY Rl!:LATIVI!:: DATE: TitBT RE:TEST LOCATION ELEVATION CONT!:NT DENSITY DD:NSITY COMPACTION NUMBER 01' OF TEST % Dl'tYWT. PCI' l"Ct' •t, OP' LAB. DENS. DEC 18 152 SEE FIGURE NO. l FG 325.7' 8.7 121. 9 130.0 93.8 153 FG 325.7' 8. 1 121.8 130.0 94.5 154 FG 325.7' 8. 1 123.4 130.0 93.9 155 FG 325.7' 10.5 117.8 127.5 92.4 ·155 "FG .. J25~ 7' 10.5 123.8 T30.0 95.3 157 FG 325.7' 10.0 117.2 126.0 93. 1 158 FG 325.7 1 9.9 122.2 130.0 · 94. 1 159 FG 325.71 9.3 122.2 130.0 94. 1 160 FG 325.7' 9.9 121.3 130.0 93.3 161 FG 325.7' 11.1 122.6 130. 0 94.3 DEC 19 162 323 1 9.9 121.4 130.0 93.4 163 323' 9.3 120.3 130. 0 92.6 164 323 1 10.5 116.2 126.0 92.2 165 323' 11. l 124.2 130.0 95.6 166 323 1 10.5 120. 1 127.5 94.1 167 FG 325.7' 9.9 122.7 130.0 94.3 168 FG 325.7' 11. 1 118.0 127.5 92.6 169 FG 325.7 1 10.5 121. 7 130.0 93.6 170 FG 325.6' 8.7 122. 1 130.0 94.0 DEC 20 171 321 1 17.6 97.3 108.0 90.3 172 318 1 19.0 97.2 108.0 90.2 173 320' 70.4 98. 1 108.0 90.8 174 321 1· 16.3 99.4 108.0 92.l 175 322 1 17.6 99.2 108.0 91.9 176 · FG 325.6' 9.9 121.4. 130.0 93.4 177 FG 325.6 1 8. l 119. 3 130.0 91. 7 178 FG 325.5 1 8, 1 120. 1 130.0 92.4 179 FG 325.5' 11. l 122.5 130.0 94.3 180 FG 325.5' 9.3 120.2 130.0 92.5 DEC 21 l 81 325 1 9.3 122.2 130.0 94.0 182 325 1 10.5 120.0 130.0 92.3 183 325 1 9.9 121.7 130.0 93.4 184 314 1 17.6 105.8 114.0 92.8 185 320 1 13.6 104.8 114. 0 91.8 186 322' 21.2 100. 6 108.0 93.3 187 323 1 17.6 101. 5 108.0 94.1 DEC 22 188 319 1 18.3 97 .2· 108.0 90.2 189 318 1 · 17. 6 97.9 ,, 08. 0 90.7 190 316 I 16.3 96.0 108.0 88.8 191 190 316' 17.6 98.5 108.0 91. 2 192 FG 320 1 19.0 l 00. 0 108. 0 92.6 193 FG 318.5' 18. 5 99.4 108.0 92.0 194 FG 318.0 1 21.2 63.3 108.0 93.3 WOODWARD • GIZIENSKI & ASSOCIATES CONSULTING ~OIL AND FOUNDATION ENGINEERS ANO Gt:OLOG!SlS COMPACTION TEST RESULTS Joa NAME RANCHO AGUA HEDIONDA, PORTION LOT B DATe:Re:PoRTe:oFebruary 16, 197 Joa NUMBER 72-232 DATES COVERED ·November 2, 1972 through January 4, 1973 PAGE 6 OF 6 MOISTURE l'IELC LABORATORY lll!UTIVP.: DAT!! n:sT RETEST LOCATION ELEVATION CONTENT C:ENSITY DICNSITY COMPACTION NUMBER OF OFTEST "i', CltY WT. Pel' Pel' % O'I' LAB. Ol!:NS. DEC 26 195 SEE FIGURE 1 FG 321.0' 15.6 100.7 108.0 93.2 196 FG 320.0' 14.9 98. 5 108.0 91.3 197 FG 320.0 1 17.6 99.3 108.0 91.9 198 FG 323.0 1 16.3 99.4 108.0 91.8 199 FG.322.0' 19.0 98.4 108.0 91.2 200 ,. FG · 322. 0 1 ·21. 2 ·97. 3 108.0 90.l DEC 27 201 FG 324.0' 18.3 98.8 108.0 91~6 202 FG 323.0 1 19.0 98.5 108.0 91.3 203 FG324.0' 16.3 99.7 108.0 92. l 204 FG 323.0 1 18.3 98.7 108.0 91.5 205 FG 324.0 1 20.4 97.5 108.0 90.3 206 FG 324.0' 15.6 102.2 108.0 94.7 DEC 28 207 FG 322.0' 19.6 98.6 108.0 91.4 208 FG 323.0 1 20.4 99.6 108.0 92.3 209 FG 324.0 1 19.6 100.3 · 108. 0 92.8 210 FG 324.0 1 18.3 99.6 108.0 92.3 211 FG 324.01 18.6 98.7 108.0 91.5 212 FG 324.0' 17.6 99.0 l 08. 0 91.9 213 FG 322.0 1 16.3 99.5 108.0 ~2.2· DEC 29 214 SG 318.0 1 8. l 118.3 130.0 91.0 215 SG 318.0 1 11. l 121. 5 '130. 0 93.4 216 SG 319.0 1 10.5 122.7 130.0 94.3 217 SG 319.0 1 10.5 121.0 130.0 93.9 JAN 2 218 SG 320.0 1 9.9 121.2 130.0 93. 1 219 .. SG 320.0 1 9.9 123.3 130.0 94.8 220 SG 321.0 1 11. l 119.2 130.0 91.7 ·JAN 3 221. SG 324.6 1 9.9 128.4 130.0 94.2 222 SG 324.4 1 9.3 122.0 130.0 93.8 ' JAN 4 223 SG 323.0 1 8.7 121.1 127.5 95.2 224 SG 323.41 8. l 122.5 130.0 94.3 225 SG 324.3 1 8. 1 118. 3 127.5 92.0 226 SG 324.2 1 9.3 118.8 130.0 91.6 227 SG 324.1 1 8.7 120.8 130.0 93. l 228 SG 323.0 1 10.5 122.5 130.0 94.3 229 SG 322.0' 9.9 122.3 130.0 94. 1 WOODWARD -GIZIENSKI & ASSOCIATES CONS.UL nNC ~OIL AMO fOUNOATIOH £NG1Nf.ERS A'10 GEOLOGISTS I I r -DIRECT SHEAR TEST DATA 1 2 Dry Density, pcf 108.0 113. l Initial Water Content, 'f. 11. 4 9.6 Final Water Content. % 18. 0 15. l Apparent Cohesion. psf 140 510 3 115.2 9.3 13.9 490 100 80 -en ~ 60 0... 1-15 lj.() <.> a::. w 0... MEaiAM I CAL ANALYSIS . 3 4 l+ ·, 0 . lj.() 200 I'\ \\ 1'\\. l ·~ \ )L' \' J '\. 3 '·' ~ -i--=rr,\ I/ "~-! ., 2 ~ I I f I I Apparent Friction Angle. C 28 29.5 I lUl .----;r--r'T"""7!"-, \ \~ VZERO AIR VOIDS CURVES 30.5 20 I 0 IOOO o; r ·• o. 01 o. 001 I GRAIN SIZE IH MILLIMETERS I '~ "-,..... '~~,, .. r'- I I I I I I I I -----= 100 10 1.0 '\~} ICOBBLESIGRAVEL I SAHD 1 1s1LT & CLAY i c f . r 1·c I m I f 120 -u a. 1---1--+--+-\+-++\-l1 ~ 2. 7 0 S _-G. · 130 \ ~2. 60 S. G. :l\;\ -~2.50 S.G. -: 'iv! 2 '/\' ~ ' !J \\ . 1/r r\ "l t--t----ir-t""'~: r---H\"i~t"l'-11\ -\\ './,,,,\.' \ ,-...---,,--,j-, ·-,,.:;.+--.-fir--\ / \'\\ 'l \ \ \ PLASTICl1Y CHARACTERISTICS 1 2 3 Liquid Limit, % 36 ---- Plasticity Index. % 15 ---- Cl~ssification by Unified Soil Classification System. CL SM SM ...: :,:: <.? 110 -u.J :::c I- .[\ \ \ \\I\ SWELL TEST DATA 1 2 3 !nit i al Dry Density, pcf 108.8 -----% ::, >-cc: c:, 100 I\ \ \l\f\ I\ r, '\\ Initial Water Content, ., 11. 1 }J ----- Load. psf 160 ---- Percent Swe 11 2.9 --. -- i\ 'I\\ "\_\ SAMPLE LOCATION 1 NORTH END OF DRAW 90 MAX I MUM DRY 1 2 3 i\ 2 NORTHEAST CUT AREA DEHSI TY, pcf OPTIMUM MOISTURE COHTEIH. % 120. 0 126. 0 127 • 5 ~~ 3 EAST SECT. FUTURE BLDG AREA !\ I '\. f'\'-'--.:;__..L.....:;;.:..=..;..:._;;..;.;...cc...-________ _ 11.5 10.0 9.5 r'\.~'I'. MOISTURE COHTEHT % 10 20 30 LI() . LABORATORY CGPACTI ON TESrT--------------------~ I LABORATORY COMPACTION TEST METHOD: ASTM 01557-70T FILL SUITABILllY TESTS RANCHO AQUA HEDIONDA WOODWARD -G!ZIENSKI &·ASSOCIATES COHSULTIHG SOIL AHO FOUIWATION EHGIHEERS AND GEOLOGISTS SA~ DIEGO •. CALIFORNIA DR. BY: SCALE; iPROJ. M0:72-232 CK'D BY: ,d/-1' DATE: 2/16/),3 I PAGE l of 2 ..Lm 'Ill ... ~, I 130 120 100 90 &-ICITI· • 1 iA -=:;} h1ECHM I CAL AHALYS IS . 3 ~ 10 lJ-0 200 DIRECT ~YEAR TEST DATA 4 !i 6 ~ ..,_ IT 100 80 \ ----~ ./ Dry Density, pcf 96.3 117.4 Initial Water Content. % 15. 3 8.2 Final Water Content. % 30.0 12. 5 Apparent Cohesion.' psf 550 410 Apparent Friction Angle, 0 3 35 \ \ VZERO AIR VOIDS CURVES \ \--·0 \ \ ' \ v2,70 S.G. \ [,A/ -, 2.60 S.G. -~-'\ \\; 2.50 S.G. 0 • , ' \ \ \ .. \ \ \ i'.. ' \ \ \ f\ .... f\ \ \ u 0. I-4 I ,, \ r-.. \ ::c: l ~' \ <.:) -w 3:' I ~ ,._\ i\ I--II •1~. ,\\; \" ::z:: =;, \r\ >-,:,:: 0 f I\ r\ \ \ \ \ \ \ ' 93.5 16.9 28. 5 360 25 -"' ~ 60 Q.. 1--- G:i 40 u 00 LU "'-20 I 0 l000 5 I I PLASTICl1Y CH ARACTERISTICS Liquid Limit, o/o Plasticity lnde x. 'f. - I 1 Classification by Uni f i ed Soi I Classifi.cation System SWELL TEST DA TA Initial Dry De nsity, pcf Initial Water Content, 'f,, load. psf Percent Swe 11 ;7\ \ "(_ \ \ 6 -.->r\ \ \ I'\. '- I I I I 60 42 CH SP 4 5 102.2 15. 4 160 15. 0 \ ' \\ \ · SAMPLE LO CAT I OH \ 't\ 4 MAXIMUM DRY LI. i:; h i\ 5 DEHSI TY, pcf 114. 0 130.0 108.0 ~~ 6 OPTIHUM MOISTURE r,.J\J'( NORTH CUT AREA UTH CUT AREA COttTEHT. 'f. 15.0 8.0 16.5 [\_ j\.. 'r-... '~" r-,,.~ MOISTURE CONTEHT, 'lo '\f\.. I\... I 10 20 30 4-0 "-.! ~ '-- \ "' ·, r-. '-.... 47 26 CL 6 99.2 17.6 60 8. i i I I I LABORATORY COMPACTI.OH TES~T ___________________ -.t1 I LABORATORY COMPACTION TEST METHODJ\STM D]557-70T FILL SUITABIL11Y TESTS RANCHO AQUA HEDIONDA l~OODl~ARD -GI Z I ENSK I & ASSOC I ATES COMSULTING SOIL AHD FOUHDATION ENGINEERS AND GEOLOGISTS . SAH DIEGO,.CALIFORHIA DR. BY: LS SCALE: PROJ. 110: 72-232 CK'D BY: di/ .Ll:2~:0 .. 2.LJ 6/73 _ _!AGE 2 .~! 2 -i ( ·' , { ; r .,_ J) rE :.S'/ GA) h:JUMO/fT!ON_ J . . 501 L -~ o ... 1~-T 2f_ Fr; .BEL tJ IA/ rfrRAD~c:. (~l\lC,f-'ST1::_~-:, t:>O PS.I (oZB DA-Y-:S . RE~/ At po 1c e11v · G-T 10 /I 6; .... 5"' ·4 , ... c; 9 .J cr/e,f{t!) Ei G o 2, 4, DE:::s 16;-/J L ~/-1-DS ·CITY OF CARLSBAD ·. Building De~art_ment. · · ---------·~----- Ko0.,,F LL-=-2.o iO:Sr FLc;:-::; J<.., LL :::::.. /1~ o PsF Wl Iv t) =-2 t::> p~~ F SE!Slvf IC ~=-zo1VI::..~ 3 I hereby certify that this plan, specification, or 1 1 1 · report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the I sra~~o$4 l Date _/--7?-73. ~Reg. No. /575</ T_ ! ! ... ! \) {)) {~ I 2r:J{O ~~-------------~----------------'> .R BJ W10X /1,S C:) J!7B'J rq ..,__ I ... 'I I . r I . --'--1 -·~ -- \Ji ""-l -I I ,.,,,_ ' ~·~i fr); I I i I i I i-i , _____ .......,. ________ ......... ____ '( __ . . I . j I t I j l ------------·~ ITEM NO. -------~1 ,_t;'-!o ~ <Jl 'l ...... '\\.} 11 . l1j -l I.I) ~- -1 J <;)'.)! 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' i f : ! I ! l ' I I J COUNTY OF SA1V DIEGO 1~ ;,._ i b 6 9o-eJtcA ... · f3,u trL o, }.Jc, . 'DIS p,-- C. J. HOUSON Director PUBLIC WORKS AGENCY Department of Sanitation & Flood Control County Operations Center, 5555 Overland Avenue, San Diego, California 92123· .•••• Telephone: 278·9200 31 January 1973 City of Carlsbad 1200 Elm Street Carlsbad, CA 92008 Attention: Mr. Hunter Cook, City E?gineer SUBJECT:. Industrial Waste Discharge Permit Beckman Instrument .Comp.any In response to your letter.of 17 October 1972, we have investi~ gated the application by Beckman Instrument Co. for an Industrial Waste Discharge Pennit .. As a consequence of that investigation we find that' a permit may be. issued·. provided the· speciffc re- quirements included· herein are incorporated into the· p_ermi t. Strength· factors have been investigated and are believed to .be far ·1ower· than the original estimates given by Beckman. The· given.factors would be valid only at the.time of discharge of an unsuccessful fermentation product due to a process failure. We would recommend that any surcharges for sewer· service be held in abeyance until a background strength level' is established. The· rate.of process· failure can then.be determined and applied to·the·background level. If the rate of process failure is kept at th·e level indicated by Beckman, the_ strength factor would be small or n_egl~gible. · Please send us a copy of the permit and special requirements. -. when issued. ~ L;fl'-~-. HOUSON RE C E IVE JI) JEF:HJS:cef Enclosure FEB 5 1973 CITY OF CARLSBAD Engineering Department BECKMA.'-l" INC. INDUSTRIAL WASTE DISCHARGE P.j::RMIT, SPECIAL REQUIREMENTS This permit is subject to the following conditions: 1. Provide the County of San Diego, Department of Sanitation and Flood Control with a plan of the areas where chemical and biological discharges take place and the industrial waste treatment unit including all subsequent charges. 2. Install or furnish an approved sampling location where a sample can be obtained of the industrial waste prior to discharge into the public sewer system. The location chamber shall be such that all industrial waste can be sampled. 3. Furnish an approved metering system where all industrial wastewaters can be accurately measured. · 4 .-The pH shall be limited to a range of 5. 5 to 9. 0 5. The pH of the combined industrial waste flow shall be continuously metered and recorded. 6. The wastewater shall not be unusually dis colored. 7. The wastewater sampling and analysis shall be the responsibility of the industrial waste discharger. SAMPLING AND ANALYSIS PROGRAM The effluent sampling and analysis program shall consist of the following: 1. A representative effluent composite sample shall be collected between the on-shift hours of the combined industrial wastes. Samples shall be collected by a competent technician. 2. · The analyses determination and reporting program of the aforementioned sample shall be as follows: Water Useage (gallons/month) Biochemical Oxygen Demand, (5 day 20°C) (mg/1) Total Suspended Solids (mg/1) Total Dissolved Solids (mg/1) Frequency Monthly Weekly Weekly Weekly This program will be subject to revision after operating parameters have been established. 3. The pH shall be reported quarterly and shall include the monthly maximum and minimum with a time duration. A record of pH measurements shall be available at the industrial waste applicant's facility. 4. The initial sampling shall be done within one month after start-up and according to schedule thereafter. ·, ... GENERAL REQUIREMENTS AND CONDITIONS All analysis shall be conducted in accordance with the thirteenth edition of "Standard Methods for the Examination of Water and Wastewater" and in a labora- tory approved by the State Department of Public Health. All plumbing shall be so -arranged that it :j.s impossible for an accidental spill of toxic waste to flow into the public sewer system. The waste discharge requirements prescribed herein may be revised if conditions warrant such revision. In the event that a discharger introduces a substance into the sewer system that proves detrimental to the sewage treatment process,. he shall be responsible for any damages incurred to the system and shall be re- quired to discontinue such discharge immediately. I • A copy of the State Water Resources Control Board "Water Quality Control Plan for Ocean Waters of California" is enclosed for your :i,nformation. It can be expected that the requirements set forth in this plan will be applied to any industry that discharges effluent. that eventually terminates a~ an ocean outfall.