The URL can be used to link to this page

Home My WebLink About2525 EL CAMINO REAL; ; 78-4013 A; Permitt. \ -.,,,, t r '------~ . MODc.L NO. ,:,...'/' 7~;_ ~ ,. " . ·. . . .) . ' ·. BUILING PERMIT APPLICATION City of CARLSBAD, CALIFORNIA 92008 Applicant to complete numbered spaces only JOB ADDA E·SS LEGAL I LOT NO. 1 DESCR, OWNER 'ti/ Phone 729-1181 . I TRACT MAIL ADDRESS ZIP ~4t!IIPll.l6 cem~,. 1tJC, Permit No ! .~~.~;4 ~ -... ' - <Os EE ,,ATTACHED SHEET) PHONE -~S.SE;SSOR'S -P·ARCEb NtJMBER. .. f-, <r BOOK ·1 PAGE I PAR. PHONE STATE LIC. NO, CITY LIC. NO. 3 ARCHITE.CT OR DESIGNER MA•IL ADDRESS PHONY LICENSE NO. t!!,:}€,, ;S, /fl2l2IJ'/fJ Rl///lltllt/ 44'1~ /{j§~ C-4!JJ'f'9 ENGINEER -MAIL ADDRESS PHONE LICENSE NO. 8~ SAPA?~· ?All~Y tbRt-r?l10{., Sf!J'-~ ¼ COMPENSATION INS, CARRIER 6 ~· /.'.r:; -"'l-: C ·_,1 ·f'. A.--· ,.;' --BRANCH '•. USE OF BUILDING NO. BDRMS NO. BATHS 8 ~ Change of use from Change of use to i •" -· .,._;..-,;.,,.,_ --.. -· lif",,,_ Fire -'!:'"r' Use . 1 Fire Sprin~,,..,...__,,.,,. . APPLICATION A!::CEPT.E•b BY. 'PLANS CHECKED BY A~,86~lf~).S~ANCE BY Zone _J!.-.. Zone l._,.,,.,--Requirnd LJYes DNo ~-.:>"' f1" 1--------'="-------1-0-F_F_S_T_R_E_E_T_P_A_R_K_I_N_G_,S'-P-A_C_E_S~,------'-I 11.,,,.-:)/.,~ • t( b..-..J-i-2 ~o. of . -") No ..,."} I No. DATE' ,... l . DATE .,r T Dwelling Units '~--·· Covered·, Sq. Ft. Open NOTICE SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB- ING, HEATING, VENTILATIN.G OR-AIR CONDITl(:)NING. THIS PERMIT BECOMES NUL:L ANb VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN J20 DAYS~QR IF CONSTRUCTION OR WORK IS SUSPENDED 0~ ABAND_QNED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS 'oCOM- MENCED. · . ,, ·' ·, · ; I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED\THIS JliPPLICATION AND KNOW THE SAME TO BE TRUE AND GORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPL'IED WITH WHETHER SPECIFIED HEREIN. OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY 1'0 VIOLATE OR CANCEL 'THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULA'.r:ING CONSTRUCTION OR THE PERFORMANCE OF CONSTRl:JCTION. Special Approvals Required Received PLANNING DEPT. i-:tEALTH DEPT. FIRE DEPT. SOIL REPORT OTHER_ (51'.)ecify) ENGINEERING DEPT. WATER DEPT. ,- ~~-~:z ;:rz~~::e.. 4-~ {""( t<tr -------,---~1------+----~ SIGNATttRE.,OF cat(TRACTOPt OR AUTHORIZED AGENT -:,..,,,.; t (DATE)· ,, •• SIGNATURE OF OWN·ER IIF OWNER BUILDER) (DATE) WHEN PROPERLY VALIDATEci'.··fiN THIS SPACE) THIS 1$ YOUR PERMIT PLAN CHECK VALIDATION CK. M.o. CASH PERMIT ~ALIDATION cK. . ,;..• i :1f."6 • '-"' :,./J:r• • "~.,,_ "A,..•~,._ ',.•" -,, •~ INSPECTOR --INSP.ECTION RECORD DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHfNG MASON1W FINAL USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. ~~ ,...1.,~~\-T,!;~> '\~'-:. -:~ 7-..,;;_ ''r._,1'·""'7~, ~·.~ ... :,-;:-._.--------- ( ' < ; :e. L . · ' . . • 11111,11 s,m 7,U.J BP ·ElEC:T·RlCAL PERMIT APPLICAWl~~ ',~tH·t 7 ~ i 1~t!11a n. · City of CARLSBAD, CALIFORNIA 92008 'f'. 5~'j! !J Applicant to complete numbered spaces o'nly. · Phone 7 29-1181 Perm it No. 7, ~ · ~ JOB ADDRESS zsz,~ ~ .c~tl'-o ·fl.~'- I LOT NO, I BLK. I TRACT 1 ii~~~t •Y. (QSI;~ ATTACHED.SHEET) OWNER MAIL ADDRESS ZIP PHONE 2 ~~ M~Y ~~ ... ,a.~ CS U-PPl tvJr... Ce->'t"~ CONTRACTOR MAIL ADDRESS PHONE STATE LIC. NO, CITY LIC, NO. 3 (!}\.._<;......,~ Co~<;~* D'> • 2,\Lf;\ IAAt~>~"'t. ~.{). '°Z.34-tfif ARCHITECT OR DESIGNER MAIL ADQRESS PHONE LICENSE NO. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO, 5 COMPENSATION INS. CARRIER .- 6. ~,.l 1---/J ,/1 /"'1,. tJJdi MAIL ADDRESS itt dc.sr. --:279 -¥f:~uf) USE OF BUILDING f 7 S iloPPt r..., lh n,, -rk .. :t 8 Class of work:· · D NEW ·D(.ADDITION 0 ALTERATION 0 REPAIR .9 Describe work: ~ .f"'\, .f~¥~ , ' ,., \.' ~::-.:, J •, ( ~t 1------------------------r---------P-E-RM-IT_F_E_E_S ______ -..i!!. \~.,,P";'!'" . ...j\ .... ". ·,SP-;;..;:;E~C;.:.IA.;..:;L:...C:...O:...N..;.0:...1..;.T .... IO.;..N_S_: ________________ -t SWIMMING POOL WIRING ... ' 1------------------,--------~-_;....--t NO INCREASE IN SERVICE NEW CONSTRUCTION, FOR EACH i--p-p _C_T_O_N-AC_C_E,-';JfPT--BY--,,..P-LA_N_S_CH_E_C_KE_D_B_Y ___ ,_A-PP_R_O_VE_D_F_O_R_ISS_U_A_N_CE_B_Y.... AMPERES OF MAIN SERVICE, SWITCH' ·A LI A 1 1/ . = = FUSE OR BREAKER A.i ,1-l(f~,1· DATE NOTICE THIS PERMIT BECOMES NULL AN·o VOID IF WORK OR CONSTRUC- ·TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF . CONSTRUCTION OR WORK IS SUSPEND.ED 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 ORDINANCE!> 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. .# NEW SERVICE ON EXISTING BLDG. FOR , fi;lt AMPERE OF INCREASE IN MAfNi; SERVICE, SWITCH, FUSE OR BREAKER REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD- ING 200 AMP. TEMP. SERVICE OVER 200 AMP • PER 100 C No. Each Fee I ~~ ~~ SIGf!ATURE OF CONTRACTOR OR AUTHORIZED AGENT J/-9-7&7 {DATE) l---------------+---+---+----...,-+-,-,--1 ,·• ISSUANCE FEE (7 ~ TOTAL FEES ~IGNATURE OF OWNER !IF OWNER BUILDER) DATE! 'WHEN PRO.PERLY VALIDATED 111\1, THIS SPACE) THIS IS YOUR PERMIT ·\;:_.. PLAN CHECK VALlDATfON -,3J '" CK. M.o. • CASH PERMIT VALIDATION CK. M.O. CASH INSPECTOR ... .::, <Os.EE ATTACHED sHEl;T·'l .• . :-" . ' '· ., ,· PHONE: CONTRACTOR PHONE STATE uc:.No,: ';C.ITY LIC, NO, 3 . ARCHITECT OR DESIGNER PHONE LICENSE NQ, 4Ronald ,.. Ad: Inc •. _6, .. · . 'j:• COMPENSATION INS. CARRIER MA,ILAJ;>bRESS 6 Bame & Bame P. $,.. Box?84:6 ·3 Su Dle o C.a. ,. 8 · CJass of work: (XNEW ~ o A0DITI0N · · o ALTERATION _;· :.,• .. :~ , 9 Describe work: .. , );;f.'. t*'ti 1---.,..--------------,.-+-"--"""',··"'"· _,.,....,__,_----1~------------------.... -----'!'I._; <,;;;~ .. \,:: . .-··. ' _____________ ....,PE,..,R_M_IT __ ;. _FE~.ET"S _____________ ___,...,.... ___ ----1' • -tJ / · . .... No. Each Fee ~J. I i.;SP;.;..;;;E~C.;.,;.IA..;.:L;;..C.c..O.c..N~D_IT-'-JO_N_S:---;---------c:,,...· ;~-.:',-;\;,.;, .. .,,..·.,,.., ... ,---------t SWIMMING POOL WIRING, "' 1---".k.:..··'---------,-----------,--,,· -·" -:::·":-:.,...,· --------,-,-,-----1 NO INCREASE IN SERVI CE ' / -1 ~;.-~ •• -: ' ••t,. ',, '! ~ j' . ~ '.. , ., .. / ; • · NEW CONhRUCTION, FOR EACH 1-,.,-P ... PL-,c-,.,-T,-ON_A_c_ce-P-TE_o_e_Y:_P_t._A Pc-.He""'c-.Ke""'o""'e""'v--, --"T".'" __ ,.,P~. ~~.R .. P~Y.:-=,e_o~-~----.~-,~~~:_'R .. --, ,ss~. \l~A~N~ce~e~v~, ~-:~. i;/!:!,l;Kii~VICE, SWITCH' . I , , ,,1-,F t " CJ · f-,:;r. · .o.Af're:·. :.:' NEW SERVICE ON EXISTING BLDG. i-----,;.....,......, ____ .....,_.,.... _____ ..... ......,_..,....~.....,.---t FOR EA. AMPERE OF· INCREASE NOTICE !N 'MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOM~S NULL AND VOID IF WORK QR,yONSTRUC· 0~ BREAKER . TION AUTHORIZED IS.NOT COMMENCED WITH.IN 120,DJ.WS,OR IF CONSTRUCTION OR WORK IS-SUSPENDED OR ABANQ9'ri!l;b_FOR A PERIOD OF 120 oAvs AZAN .;r,.IME AFTEJ3. w0R~ is· co~- MENGED. . · ·' ' ·. · ·. _., . I HEREBY CERTIFY THA~'f·HAVE'. READ AND EXAMINED ·THIS ~IT_L~1{gJPtioi~'?o~N&~s ~~iA~W:DT~!Jcl~_ulo~~~~~-fSTs TYPE. OF WORK WILL. BE COMPLIED WITH WHETHER .SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT .. DO.ES NOT ; ~=a~Hk15N~0o~~Jv'~>l{-i'li~-tXTii.rLi'ciT:E~i:. /it~8Ek,-T::t! · CONSTRU<;T,ION OR THE PERFORMANCE Of c:oNS:rRUCTIQN. . REMODEL, ALTERATION, NO CHANGE IN SERVIQE, FOR EA. AMPERE OF INCREASE TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. /• TEMP. SERVICE . OVER 200 AMP. PER 100 ·-11~16~?8t' ,, .,7{ 1-~----,---------~t----+--'-~-t:--~---·"'+' --I ISSUANCE FEE TOTAL FEES e· . <*t°""l.-, WH~N .eROPERLY· VALIQATEP (IN.THIS SPACE) THIS IS YOUR PERMIT ~~,~ . PLAN CHECK VALlD~P.9N ·ct</-c. M~~-+~:;_ :;lA~H, PERM.IT VALIDATION· CK. . . . --~~:. . ·"' ' ... '.;t. ~ ·:1 \, .... :, • ,., . -~;:,;. t,..~t,_ ..... -· />:-...... _._,__,.._~--~ _:~::~; _':~ .... ~::;{!~~-~-.. ~ --~--.~--~-<., -~--rl .~:"'~:·~ ;.~ ~i --• -·· ...... ~!.,:,:' .INSPECTOR . -., . ~i: •.· .... -:. . ·; ·~- ·" . ' •, . ''· ',-:} '. -·---' .. CONTftACTOft 3 MAIL ADDRESS , _, ~HON·~r, , .':'J, -. ST.A'f;~~;!,z~:.~~: ma, f',.. · 1-.:NTaJ..ns. t-m~ ... 9l~ ~~~ nr.,,.~. $.an· ote•-:ree ~t,!3 . ·--~~ ~~'!t-..~',.,N--..;,;), •.. ~Ii< ~v~ -:.~~ ::.,,._ ARCHITECT OR DESIGNER MAIL ADDRESS • 'J:'~~'t .._ . !,'i,C:Effi:;S'e•N,O, . , '~1$ .. ":i:~.f<~ ~¾;:;~;:-,~~;.,,~~~;.,:c[m~:~~~¼u,::~7:~»~~~!t';f:f~?f J!'i,;~;~.,~~~~~1~ef~:;;~~~-~~-;?-:~;":'~f;~~~:~~~~ .. 1,,~,~,~~"'< ;,,.ic;,1 '· ' . • 5 . LENDER 6 USE OF° BUILDING 8 Class of work: O.NEW ', ljj.ADDITJON 9 Describe work: . ' ., ,.• -r· . MAIL AODAESS 0 ALTERATION 0 R:EPAIR . .. :,·~,·~- ~-•.J-;,.;;:,/ ,' , '. r . , ~ 1. BRANCH ,, . , •. ,..,, . ' :•,-·:., ',,. •' :~-1_• __ ,_ j~~\: :_::.''c,: $P~~_I-Al,.'C0NDIT(6N:~~-. ,1_·' -' ' .. -' -. ,; ,; ._ ~ '- '\,,_,-._ APPLICATION ACCEPTED BY: PLANS'CHECKEO BY AP.PROVED FOR ISSUANCE BY: ,,., I, ,, I • • -, '] ~~-::. ,..J -11'.,. t I . ... \, :-, ~,,;,?"" ·;, l. , · Air Cohl~Uni_ts-H,P. E·a. HJ:'· -.. ...,. '' §,· _ Refrigeration Unlts-H,P. Ea. :~ hp. Boilers'....H.P. Ea. Gas Fired A.C. Units-Tonnage Ea. Forced Air Systems--:B:t:U. M Ea,.,. Gravity Systems-8.T.U. M Ea. Floor F urna_ces-B·. T .U. M Wall Heaters.~B.T.U. .M Fee;'_. $ "7·~ , 'U¥. :-NOTICE , . , . UnitHei.ters-8.T.U. . , .. M 'i,-t"='.:.;,.,: ;,l)tl~:iJ1::Rr-.:,fT'BE't0Mi;S;N:w:.i.:i;,:AN;Q.~s.t,,oi P.,(F . .:WOBk'-.'OR..GOtll~.(i;J.~J;ic;:i '., :,<,,_::. ::-~vaagfa~iV!!COOfur~,,-, ,.,:,· .,.,f:-t,).:,,,t':":Ji,:. -:::if._-~~-.-/ .. ;._~ 2-·, ::" ,;;_; ,'· '. r "':', ,· '·· . TIQN' AUTHORIZED IS NO"I" COMMENCED wrTHIN 120 DAYS.OR IF · . · · · · _, · CONSTRUCT! ON OR WORK IS SUSPENDED OR ABANDONED FOR A · t--t•.----+-_C_lo_t_he_s_D_r""'y_er_s _________ -'------,,-,-,...""711;t--;,;;m PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-le!, Ventilation Fan ,.,, .i;l .f;}O ' -~~~;~~y CERTIFY THAT I HAVE READ AND EXAMINED THIS t----+-R-a-n-ge_H_o_o_d ________________ --1--+-----i APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND o·RDINANCES GOVERNING THIS ~~~il~F oi0 ~.i'bf.'1~'.-trElR0AMJT~W8 ~~THAW,tilJ~1~ Jb~~1';.:lW PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. fREl> r • 1-\tn'Et.llt~• · t t,l{} .. •. ' SIG'i'i'ATURE Of •CON·TftAC,:Oft Oft;AUTHc;>!IT\-t\Q AGJNT . t.ltffi f.1eG,J,yr:tn, . . ·~:~. . •• ~ ._ ' ..-~ ' • ' !.l'.1 . .:t .. ~' (DATE) Ai_r Handling Unit- Incinerator SIGNATURE oJl'·o~-~~ ... --1·Jl'·.owNEft·eu1L·oEftl .JDATEl. . ,:::·/, \-;'•. :,. WHEN PROPERLY VALIDATED (IN.,lHl:S .. 'SfiACEl·THIS IS YOUR PERMIT PLAN CHECK VAllDATIC>N CK.. M.O. CASH P.ERMIT\I.AllDATION CK. INSPECTOR . C.F.M. - . -~..::- CASH _~,:;7::!:· .,.;;: :f~ . •'•11............ •. -.·..:-:.~. ';;-: • .:'..-... ~'"':.-::~ -PLUMBING4eE.~:1r-APPLI.CATJ,ON-- . City of CARLSBAD,. CALIFORNIA 92008 Applicant to complete numbered spaces on-Jy. Phone 729-1181 'ZIP PHONE tn~oo w~oo STATE LIC. 'lio. CITY LIC. NO. . . . ·NOTICE _ ~ THIS PERMIT.BECQMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOt COMMENCED WITHIN 120 DAYS,OR If CONSTRUCTION OR WORK IS SUSPENDE,0 OB .ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM- MENCED. I HEREBY' CERTIFY THA7" 1· HAYE READ AND EXAMINED THIS ~IT_L~i'gJf§7o~~0o~Ni.?A~Jlj,_.~6A~-w:Dw:Jctiulo~~~~~~fSTs TYPE OF WORK WILL BE COMPUED WITH WHETHER SPECIFIED HEREIN OR NOT, Tt,!E.· GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF Al')IY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR. THE PERFORMANCE OF CONSTRUCTION. SI GNAT, SIGNATURE OF ow'NER IF OWNE~ BUILDER) .. '. (OA'T£) 73L LICENSE NO,, r 3 __ L~"J3~Y LICENSE NO. -s O -h 3lo BRANCH KITCHEN SINK & DISP. _ DISHWASHER,, ~~ i. LAUNDRY TRA.Y CLOTHES WASHER ;;,:$wATER H'EATER SLOP SINK GAS SYSTEMS: NO. OUTLETS. WATER PIPING & TREAT.JNG·EQUIP. WASTE INTERCEPTOR VACUUM BREAK.ERS LAWN-SPRINKLER.,SY-STl;.M SEWER NUMBE·R CLEANOU.TS CESSPOOL SEPTIC TANK & PIT ·~ 1 •,t• • -.;_• •• •a: .. , -;: . TOT AL f~ES ::. WHEN PROPERLY VALIDATED-{IN THIS SPAC_E) THIS IS YOUR PERMlt·· PLAN CHECK.VALIDATION CK. M.o. c~sH PERMIT VALIDATION CK. , CAisH a Fee -,~ ,,-o· 1/ .({ . ~-·~-.... ~'. -;:.. • ..... ',.,. ..... .-~ .... --·-~ ----~. INSPECTOR :·· j ; -~ -ELECTRl:CAL :pe-RMIT APPLlCATION City of 'CARLSBAD, CALIFORNIA 92008 __,, Phone 72-9-1181 Permit No.71'-/£7..S . App/icanr-to, comp/ete-numbered spaces only, JOB ADDRESS ;,"7 <: ~-1 ,-,!. .,,1 ,C,_.) t ~~;~-~-I. LOT NO. I BLK. I TRACT. <OsEE ATTACHED.SHEET) OWNER MAIL ADDREs·s ZIP PHONE PHONE STATE LIC. NO. ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NQ. 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO. 5 COMPENSATION·INS. CARRIER MAIL ADDRESS BRANCH -~· USE OF BUILDING 7 8 Class of work: DNEW DADDITION 9"tLTERATION 0 REPAIR 9 Describe work: , ., PERMIT FEES SPECIAL CONOiTIQNS: SWIMMING POOL WIRING i-;;.;.~.,;,,;..;,:;;;._;;,.;;,__,.;;,__---'"----------------------1 ' 1---------------------------t NO INCREASE IN SERVICE ~-----------------------------NEW CONSTRUCTION, FOR EACH t-:-::~~~-:::::o:::=::-::-::::"."'T~::':'!:":::-:::-::=::-:~---,,-:-::::-;:::::-:::-=-;:~--::-:-:::::-:~:":-:':-1 AMPERES OF MAIN SERVICE, SWITCH, AP7:11::,s: ACCEPTED BY'. PLANS CHE«;:KEO BY: APPRbve·o FOR ISSUANCE.BY: FUSE OR BREAKER Ji:; h,.,,. //,,.. 7' DATE NEW SERVICE ON EXISTING BLDG . ..,_ _ _.....__..._ __________________ """ FOR EA. AMPERE OF INCREASE NOTICE IN MAIN SERVICE, SWITCH, FUSE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-OR, BREAKER TION AUTHORIZED IS NOT COMMENCED WITHIN 120 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 ANO CORRECT. ALL PROVISIONS OF LAWS ANO OROINANCE5 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 l'.HE..,...PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) SIGNATURE OF OWNER IF OWNER BUILDER DATEI REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE TEMP. S~RVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 ISSUANCE FEE TOTAL FEES WHEN PROPERLY VALIDATED (IN_TJ-tlS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O; CASH -·---PERMIT VALiDATION CK. INSPECTOR No. Each M.O. . ~ .. Fee CASH ~ -· ::, -· .ELECT~RICA.L. J?~RMlI .. :;APeLICATION c·t f CARLS'BAD' CALIFORNIA . 9 00 . :ft' -.. , y 0 .. 2 ll1.dtf\~1{~1~f f,flt ~'! t ¾lFJ ,,_ ' Applicant to complete numbered spa<;II§ only .. Phone 7 29-1181 tRm ·/tii ) /J't : r , ;;}t>,~~79 Perm 1 • ,, .. . r: ,.1 JOB ADDRESS,. s .···s.;.. a " /Jt/174~~ IA---,.._,v.,· LOT NO. BLK. I TRACT cOsEE ATTACHED.SHEET) LEGAL I 1 DESCR, -,,, --~ OWNER MA-¥ 1. _..__:uM -~ 'r MAI.L ADDRESS ZIP PHONE 2 _,-• .., . ";;. • .r.,. , .. Ji' d ... .-----wr :;;Jl't-t V ff l'i J:;. •• v-...,......,, • ,. · · ,_,, 'f.lV' n.··· .,,, ... .,.... ......., ~-·" '• CONTRACTOR MAIL ADDRESS PHONE l'lTATrr NO. CITY LIC. NO, 3$Art1~V Ft,cf/ilC.. Uv.t/ fHIM-ft/II! 1-14-J ... J.lfl':, .,_ . ·&) ,. .> /7/3e> ARCHITECT OR DESIGNER MAIL .AODREs·s PHONE .. .. !,J,C,ENSE NO. 4 ~~ . . ... ENG !NEER MAIL ADDRESS PHONE · LICENSE NO, 5 ' COMPENSATION, llj.fj_ CARRIER MAIL ADDRESS BRANCH 6 {fV-'' j'J~~-, USE OF BUILDING \ ', : 7 / ' 8 Class of work: DNEW 0 ADDITION D ALTERATION Q REPAIR T._~~' C ~ ' A ... J:hP1~,ta~ . .. . ·. ?) . ~-s:-~rt::~ JP, 9 ·oescribe. work:-'· -~~ ' ...... .:.. ,' . Y}l pv -· ./' :¥t:· . ~,. ,' O!, -~~-,,' , -----· -... / ··-~ PERr-,IT. FEES _,t. .. ... ~,, . ; No.',· E~c6 \ Fee 1'' SPEC(AL CONDl'f'{ON,S~ . " ~ ... -~,: ., .,.·~ it /, --~~ D )SWIMMING POOL WIRING, ·.~. NO INCREASE IN SERVICE :1 r ·'/ e..,,';)//AfYf .,f.'' I' ·.; r ._ /-~ -., --"~, : ' . ' :f -----1, . " " ' .. ·1· .•. " :,:·· l N.EW' CONSTRUCTION, FOR EACH AMPERES OF MAIN"SERVICE, SWITCH, ' APPLICATION ACCEPTED BY: PLANS CHECKED BY. APPROVED FOR ISSUANCE BY: . ' , FUSE OR BREAKER •, > .. DATE NEW SERVICE ON EXISTING BLDG. ,. ... FOR EA. AMPERE OF INCREASE ,,;. NOTICE IN MAIN SERVICE, SWITCH, FUSE; THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-0~ BREAKER TiON AUTHORIZED IS .NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A REMODEL, ALTERATION, NO CHANGE · PERIOD OF 120 DAYS AT ANY )'IME AFTER WORK IS COM· MENCED. .. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS INCREASE APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCE::. GOVERNING THIS '· TYPE "OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT TEMP. SERVICE UP TO AND INCLUD· PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING ING 200 AMP. CONSTRUCTION OR THE PERFORMANCE-OF CONSTRUCTION. /1 TEMP. SERVICE OVER 200 AMP. ,B~/UA/~ ~£~1Jtt'A AcA PER 100 . 'f • ' ~ ~ ..... ,,... ...... ~- SW~ATURE OF CONTRACTOR OR AUTHORIZED AGENT (DATE) J ,: " ISSUANCE FEE 1/ ii< ~ ~ ~ / .. a. ~,, .. . TOTAL. fi,Es . . :.I ,_ SIGNATURE OF OWNER IF OWNER BUIL:DER {DATE! ,, " WHE~ PROPERLY VALIDATED· (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.o. CASH P,ERMIT VAUDATION CK. M.O. CASH . ., . ~ . INSPECTOR: --· · ... E.LECTRICAL -·PERMIT APPLICATION · .City of CARLSBAD, CALIFORNIA 92008 . Applicant to cqmplete tJLtmbe,:ed spaces only. Phone 7 29-1181 ~ 11/t~ ~h}C,t: -• ~-,.,@'.)-8 ,P,El it{ . }11,,s _..,_I~_ p t JOB ADDRESS . ,·';~:i. . P1t4~ a __ c1s-Jj-~ c~ -f!.,._~ ~~,;,:,,_;-f ~ ..... H..,r~ .Jf HJ.J' /"j LH111gy t!ar-/J_:" .,:J.D OfltHG3&6 i# ~ 5/f ;1 I LOT NO. rLK. ,:I" I TRACT <OsEE ATTACHED.SHEET) LEGAL 1 DESCR, OWNER MAIL ADDRESS ZIP PHONE 2 1&l/ /1t'J. .. CONf\CTOR I ~Q.4,-\ • MAIL ADDRESS PHONE STATE LIC, NO, CITY LIC, NO, 3 . ~-~ .. 9.o kl"i iu0 M..t, 1J /4 n1t1e... ~ ¢ ~r,q £1..7 9 /;/l} -.7u.~_4PU.. . -ARCHITECT OR DESIGNER MAIL ADDRESS PHONE LICENSE NQ, 4 ENGINEER MAIL ADDRESS PHONE LICENSE NO, 5 COMPENSATION INS. CARRIER MAIL ADDRESS BRANCH 6 .. USE OF BUILDING 7 8 Class of work: ~w D ADDITION D ALTERATION D REPAIR 9· P"A\Ca..K-i~-.o t -!'-.... ' Describe work: J ,-,T"' .. --C' ·-'t-~"t"•~•r.,. f f,,,5. .,: • {)J. l,L I Jt'"\"-,,,)' ,, t I - PERMIT. FEES -No. · Each Fee SPECIAL CONDITIONS: SWIMMING POOL WIRING, NO INCREASE IN SERVI CE l\ NEW CONSTRUCTION, FOR EACH Al1jA10N ACCEPTEO 8V: PLANS CHECKED ev: APPROVED FOR ISSUANCE av. AMPERES OF MAIN SERVICE, SWITCH, . '(·.,,s-,J FUSE OR BREAKER DATE NEW SERVICE ON EXISTING BLDG. FOR EA. AMPERE OF INCREASE NOTICE IN MAIN FUSE SERVICE, SWITCH, l(ffj t.1' THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-0~ BREAKER ·"'j ,',"' .t& f),4,., i;;.., TION AUTHORl'ZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF CONSTRUCTION OR WORK ISSUSPENDED 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 ORDINANCE~ 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 • ,· '':, !' -~ ,•, ... ,~ -., : : -~~: ···:: ,.::. /, /'_ ~ ~ ~: ..-4,./' -• --.. ·,f.!_~~~;.A/) J J/~ ' ...., SIGNATURE OF" CONTRACTOR OR~~fllllllZE . NT >, ., . f../S-79 (DATE) .. REMODEL, ALTERATION, NO CHANGE IN SERVICE, FOR EA. AMPERE OF INCREASE ' TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. TEMP. SERVICE OVER 200 AMP. PER 100 .. ~. ISSUANCE FEE ~ 1.},,....Z1 T . / TOTAL FEES J/R ~ ~ SIGNATURE OF" OWNER (IF" OWNER BUILDER DATE\ -WHEN PROPERLY VALIDATED (IN THIS Si>ACE) THIS IS YOUR PERMIT · PLAN CHECK VALIDATION CK, M.o. . CASH PERMIT VALIDATION CK. M.O. CASH I I I -" INSPECTOR ,.,, -:.,,,,. APPLICATION FOR PERMIT TO CONNECT TO CITY SEWER SYSTEM BUILDING ADDRESS OWNER MAILING ADDRESS CONTRACTOR CITY OF CARLSBAD ENGINEERING DEPARTMENT 729-1181 EXT. 35 -I -~-;. ~) ;..,') -··· ;., r,,,,,d r,, CONTRACTOR'S ADDRESS NEW BUILDING ~-I EXISTING BUILDING I LEGAL DESCRIPTION ¥'"'~ ~...... ~ • I -, , ...,.. , : 1 LATERAL LOCATION I I ST. '-V LATERAL NQ, _______ INSTALLATION DATE-------- N9 SE 1968 BUILDING DEPT. ISSUED BY __,_f:'_, ·...,,,¥.,L,_.,,,~=-=-" --~--'-----~·-· --~ -·, DATE ISSUED__,tff:~-"""~-~-..:,__~2"°=-~/4~-~,.,_-_"C"l~,~~'-"-' ----,----'-'-~ VALIDATION LATERAL CHARGE COMPUTATION STANDARD 4!' (Max. H. 30', V.. 10')c_ _______ -'-_ OVER 30' H. ___ @ Ft. __ .--'------- OVER 10' V., @ ___ FT._--"----.----'--- STANDARO 6" (Max. H. 30', V. 10').:.·.c__,__ ___ -'----- OVER 30' H. ___ @,,__ ___ FT·-----'-------'- OVER 10' V. @ lei:._·---'--~--~- TOTAL CONSTRUCTION COST----~----. -- -. SERVICE CHARGE (REPAVING ETC.) _____________ _ TOTAL, LATERAL CH~RGE_-'-----~·----- ·--::...·r-:,_,.;,,..,,,,.,. /-·l,--l<..'-'r-:c,;,,,,,i-- ,-' . LINE cost,' DATA ASSESSMENT DIST. NO.---------'--~------ FRONTAGE--.,.-,--COST PER FT._,---'-'--TOTAL_-_-__ t CONN-ECT-J_ON .Fl;~ NO. UNITS /'f?.k./cosT PE~R UN1;¥1:::·"t:v'.~_:,.0TAL:_,-,'-.---"-',,/~ PUMP STATION FE.ES NO. UNITS ___ COST PER UNIT_~ _____ TOTAL-~-'-- _z..11t,::A . .,.., l Appli~ation for Grading Per~it PERMIT NO. _:a,:; ... i'_, . 7~ l 'i.i/7:c (:IJ'tte~ _cod~.~'+:;,i:rLlmber) 1..1\.:'-'1 f,:.7~i LI(Ji-:t' ,-:;• _,/')11-J. 11_ CITY OF CARLSBAD PUBLIC WORKS &, BLJ:I LO I NG DEPAR:rMENT S=sl:Jbdivision ~/1 1200 Elm Avenue f~L67t.~ ~IP~ 729-1181 C=City contract _ 4_, ?_f:'r. tiV - SH:~ Address l-1l11· Ef) Clftllf Al Lega I Desc_r i pt ion Subdivision Name Surety Bond Surety Company . ----Surety Address -- Bond No. wner ;-t.11 ~tl C tt/tl.t /,,'O :-,_c f) 1li1'. (t/Jtf Phone ,t3·i7'J-l65'b Date Fi led ----Rec'd by CA ddress I .:;(..c; f.•JT&,C o i I Eng i'neer .. Ir) '()fJft\,'Jrf) C..{.... Cash de~ $ Rec'd by Date ff I ed The fo1 lowing documents are required and shal I ~ecome a part of the grading permit when they ~r:_e approved. ....,,, . _7',_Grading plans ~\Specifications )('Soil report · _Vicinity map XDrai a uctures Retaining wal Is rading Contractor Phone ~:., '.'.,-_ L :'-! · {' / ~ 4J. . -?,8'1 Com action report ___ Other .arty responiible for overall supervision t.r.1~ h,-!V-i::s ~I 3oHN O fEJ.l,.t,W reposed use of grade site r '·, r {} 1·\l. I) \., ( ,f V. 'D '' I 1 \ i; { ',, ._ '-f' t ~-£,-ftlL umber of cubic yards Fi 11 Im ort Waste SPECIAL CONDITIONS WHICH ARE MADE A PART OF THIS .PERMIT I. Authorized hours of o eration: 7:00 AM to ·.OQJ:.t:::1.Jo.o.d.a.¥.:::.E.r:.l.d.a.:y .... ______ _ Hau.I routes are to be a roved direction 11.;i,r;,1:.o (us.s r:.:.rt-1-tJc.L. olJ fl.tv:rw> ff.t1tr:r_..._. _____________________ _ ompacted fi I Is (~es.hr no) ___ _,,, Proposed Schedule of 0 erations (dates) I hereby acknowledge that I have read the appl ica-.1--~----------------:~===-=-=-tion and state that the Information I have provide INSPECTION , DATE INSPECTOR'S is correct and agree to comply with all City SIGNATURE ordinances and State laws regulating excavating an Ground preparation grading, and the provisions and conditions of any 1---~Ro_u_g_h_g-ra_d_i_n_g_:.,___---'------------ permit issued pursuant to this application. · (J il ~ g ( it Compaction report rec'd. Signature of Perm i ttee j}.}~1-1 P_ . U~·~i r Planting & drainage L.!? (,1t11W.:> i Grading permit fee $ (. 7 5 [22..----· Work comp L~ted Permit-V·-alidat)'on / l r ) ~ : , ·;;_;..,.. by _,-. ,--r_~_.,_il ~~-;'\"r(. ~----., . . l Surety bohd released Pe rm it Exp i ration Date /4 w.,., rl?i. s. L-,.,.. .1 l :, J·# ,A~{e·' . THIS FORM WHEN PROPERLY VALIDATED BY SIGNATURE ~SA PERMIT TO DO THE WORK DESCRIBED THIS PERMIT IS VALID FOR A SIX (6) MONTH PERIOD REQUEST FOR INSPECTION TIME: ______ _ _ ___,,..,.....__=-, ____ _ BUILDING D FOUNDATION 0 REINFORCING STEEL D MASONRY D GROUT· GUNITE D FLOOR AND CEILING FRAME D SHEATHING ~FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY dA1.M. DP.M. PERMIT NO. w-~/3 DATE: ELECTRICAL 0 TEMPORARY SERVICE t::J ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL WEDNESDAY OTHURSDAY D FRIDAY SPECIAL INSTRUCTIONS _________________________ _ fi/,~J REQUESTED BY__,~=C-rC----=--r-~"--"'"""--';..;;:.:::.-----,--------PHONE NO·------.,...---~~~/ PERSON TAKING REPORT-...,._~--'-=---~-=----- f fJh 1/c ~l-.. G-~ ~/01 ,h1~ /!J/pv/< 1/-e ;y~~~ Dntr'.s nr Sou 'th .s:~ . )12{( vJ a-7 ff 01>7t .s,,,/4 s,-,;4u~ .--------· ----\--. ' i 'i ' ' R,EQl:J,EST FOR INSPECTION TIME: 1,'c 5Lf INSPECTbR _ __,,b"'-. '-'----~-_l-...,.\...,.%-,~· _., __ PERMIT NO. ___________ DATE:. _b -J_ v-19 OWNER ___ ..;..;:.y\----'_,_U---tA."""'-"'...._.~--;&--~_· ____ · _____________ _ ADDRESS ____ -'--, _, ------>,:\S,--+-_..;;_Q--'r--+\:-=b~, ...;.,aS......,i ........ ([h-'----"-_, __..l"-'-· -=-~ ....... J--,-:i__._fJ"'-' . ....-Ono-"-'-·-'-'-'-. ....,_(?7-'-:.-. 6_ t:$,-FOUNDATION D REINFORCING STEEL [j MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSl)LATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER 0. ROUGH PLUMBING . D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ,READY FOR INSPECTION: ~y -~ DTUESDAY ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND Q ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL DWEDNESDAY D THURSDAY ~IDAY ~ ~}I: PE No.1ffCf,,'J1iS- PERSON TAKING REPORT ~ r • " I ' O'.K.. ~. ~:,--~~-_11~-~ /J.-.--==----rr----=== ' )-., G -e..,/2,-7 .s ;v ... .J n _ c.-._ ~ Y/"1'~ riJ:--4 ,-cl !C'T ...S o/ 7 WI"~., ·'Td· /?or1r- ..S: ~~~ ~, ( ko-r7o /)1-~...rn/,e;.11N-:,,) ~ ,, ' -REOUEST?f! IJ'ISPECTION TIME, INSPECTOR ~,.,#1'.,f!...,t,,; PERMIT NO _______ DATE: ~p h ~ V' ,-/ / . , OWNER ________ --=,--,,--.,...------.,,,------,----,------------ ADD~ESS o?S°'d<~ e? d~¥t/~~ ~-L--~ //~l-tL~A ~,....,,,, ...... BUILDING FOUNDATION REINFORCING STEEL MASONRY GROUT· GUNITE FLOOR AND CEILING FRAME SHEATHING FRAME EXTERIOR LATH INSULATION D D D D D D D D D D D INTERIOR LATH OR DRYWALL FINAL ( PLUMBINGJ ......._ --0 UNDERGROUND PLUMBING D UNDERGROUND WATER 'I ,i,~~~~~;Lp~~::l~G ?'"~ SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL __ , V READY FOR INSPECTION: D MONDAY D TUESDAY DA.M. [;I P;M. . -4" --2r A . ~/' ELECTRICAL D TEMPORARY SERVICE ~~ {? D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT O·G.FJ. 0 SMOKE DETECTOR D· FINAL MISCELLANEOUS 0 PLEN'UM· AND DUCTS D COMBUSTION AIR D PATIO P SIGN D GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL SPECIAL INSTRUCTIONS _________________________ _ II REQUESTED B. -~4e, ~ 7~ (l PHONE N0;~,-~,.;7~ PERSON TAKING REPORT __ A-/~-~~v.; __ _ a,t((} I d I r /.:isr t: -e_ v-e L /<--e 5 7 /2o-t1 ~ ffeA~ ~ilS~ 9' ~ --e'c2_ 1 , .. : 1 ,, G I R.EQl:J,EST FOR INSPECTION TIME:-/J)J-1 INSPECTOR--....:.~~-·\.:...\_z-._-,--__ PE-RMJT NO·--,-----~ DATE: 7} -'3-f -'f o/ OWNER--'---'-----V\'--'------r+--'-'-..,.....;..'------1'--..::;....:.,,::::::""-,f----,------------ 0 REINFORCING STEEL D MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND @=~UGH ELEC.IBJ.C _::::> 0 POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS C) PLENUM AND DUCTS 0 COM_BUSTION AIR 0 PATIO [j SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL DTHURSDAY ~AV PERSON TAKING REPO 7 -;;.-q-791 I cµ ' " 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING ~FRAME ~XTERIOR LATH ·o INSULATION 0 INTERIOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER Al')ID PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE [J CEILING HEAT 0 G.F.1. q SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUStlON AIR tJ PATIO D SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: DMONDAY DTUESDAY DWEDNESDAY D FRIDAY -~:.:.· . ~ /_ 1of2e +-. (Al SPECIAL INSTRUCTIONS---'-------=------------------- PHONE NO. _______ _ PERSON TAKING REPORT _______ _ ' .. ,,=JEOUEST 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR. AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION ~NTERIOR LATH OR DRYWALL i/~ FINAL PLUMBING 0 UNDERGROUND .PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING . 0 TOP OUT PLUMBING 0 SEWER AND P~/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAl,. READY FOR INSPE.CTION: TIME-· _____ _ 0 TEMPORARY SERVICE . 0 ELECTRIC UNDERGROUND ~ROUGH ELECTRIC ...........-D~OL BONDING c:;:J ELECTRIC SERVICE D CEILING. HEAT 0 G.F.1. D SMOKE DETECTOR O· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN· 0 GRADING- ·D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY REQUESTED BY~---"--"--"----"=~,:::__+-J;f#-,1,4...-------PHONE N0.~------:::---=--~-- PERS0N TAKING REP0RT~~',L/t!:.::_ ___ _ )j-J.$ l::_C/<1 /le-hr;etd:,_ ~ ~~ Mil f:~~~ I . 0 . -----_,.- " , . TIME·-------REQUEST F~ INSPECTION l~SPECT~R ~ PERMIT NO. _______ D:A.TE: '_/;)_ .--?P OWNER ~ %/ v~~~) ADDRESS ;?~ C ~ . ~ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE D FLOOR AND CEILING FRAME 0 SHEATHING ~RAME . 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER ~ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND --~OUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOKE DETECTOR D· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY ~UESDAY DWEDNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS_-"LJ"--L-' _0-0_-+ft:...,__,/4-/\_~-----{,,d-., ..... · C>_o-'---"-A--'~---+\ ---..:.-- REOUl;STED BV _________________ PHONE NO. _______ _ PERSON TAKING REPORT _______ _ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT-GUNITE D F_LOOR AND CEILING FRAME D SHEATHING ~RAME D EXTERIOR LATH D INSULATION ~NTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATE.R 0 ROUGH PLUMBING W TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FO.R INSPECTION: D MONDAY D TUESDAY DA.M. DP.M. SPECIAL INSTRUCTIONS-----.....----,.------------------- A REQUESTED BY------------------PHONE NO. _______ _ PERSON TAKING REPORT ~ ~h P/~.L 1JA7 tv«/ I -e....f, - "77edL ~-l~-7~ ~ • I TIME_· _____ _ J~EOl/EST ~ECTION INSPECTOR--~--==--...~--"'-----PERMIT NO _______ DATE: t:__ If--z 9 I l OWNER __ 2 __ < ___ 15 _ __.-ll'-----r'--~---::,,,,;:---------:=------'=..--------'=-.£2.,____" v~ -~ 9.,,-~~~.z:;;r~ ADDRESS--~--------1:::::,,-"'-~-~---------4+-------------- BUILDING 0 FOUNDATION D REINFORCING STEEL D MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING t:J UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 'g(_ TOP OUT PLUMBING /DSEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: 0MONDAY DTUESDAY DWEDNESDAY DTHURSDAY D FRIDAY DA.M. 'IP.M. SPECIAL INSTRUCTIONS _________________________ _ REQUESTED Bv_dA~Qc=. ""'-+1/2_,_,_!9.--'~~:;_ .. _c_· f....:....:G~"""'-"--~) ____ PHONE NO. _____ _ PERSON TAKING REPORT _______ _ " a// :z /.-/ ' ' JJ_ :3~ fh -r~~ WA$u . ..m:;;;:;:.:.;.a.oo:m..uu:';;a;::::.. • ..z;a_ .• _;::«ce.;m tt>-<•J±~ Al.l-V-,1y/~ /M.-1 ;C'°.rJ;t-- /4 ;;,// (A~k,f-'-L y-'..!~«.. C,A/#-tvr/~ ~ .. __) ~?:/ t ,REQUEST )::OR INSPECTION TIME: l~SPECT~R EAM" l.l"z._.., PERMIT NO ______ DATE:_~_---_/_5_-_7-i_,7_·_ OWNER ;vl ~ ~ . / ADDRESS '2-~ ';)_ °1iTirM1l \1,i\) Q ,,J) /Ji all BUILDING 0 FOUNDATION 0 REINFORCING STEEL D MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME D SHEATHING ~ 0 EXTERIOR LATH D INSULATION ·A ~ INTERIORBOR DRYWALL D FINAL .,; PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL y ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT O· G.F.1. D SMOKE 'DETECTOR D· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR 0 PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY dP.M. SPECIAL INSTRUCTIONS ___________________________ _ ~--=----~~-.i.a:~lw!---------PHONE NO. _____ (_Cf~)'-- PERSON TAKING REPORT ___ q..,.....J, ___ _ fa"' 1J; ~ . DJ l w 4,/J( o~) N-e+J A-. C.C.e..s,S °l-t,, ;V /~ /# ~ I A-ff/~ or //1/ c/4,1',e/ 3/i c.~ Fli--t. ~v1~,J, w l.e-w-/?-e/""/U; cfJP ~EOl,)ESlJf 0¥NSPECTION TIME, INSPECTOR· ~~ PERMIT NO. __________ DATE, ¼/4 BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME · 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING t2f' TOP OUT PLUMBING /o SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY DA.M. DP.M. D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT O· G.F,.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY-""£:;.,;·--=,#..;;;.__~--'~"-'--=;;.;.__....:..;z __ ~____,_,,,_Z-_r ____ PHONE NO. __ -r-'7'7~"1::-7.,,...._ __ O PERSON TAKING REPORT __ -!_Pt~~~--- TIME·-_____ _ .REQUEST ~NSPECTION l~SPECT~R ~ PERMIT No_Lff'--,r't?/3 f;/ DATE: _-,,.b:::....).,-::;._::;./J-,,:.A~2....!..,__,,._9'_ I / '/ ADDRESS D FOUNDA 0 REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME ~EXTERIOR LATH D INSULATION ~NTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY DA.M. DP.M. ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL : ·MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONEQ·.-~l'R SYSTEMS 0 REFER PIPING 0 FINAL REQUESTED BY ;k~~ PHONE NO, ).J-~ PERSON .TAKING REPORT •= = ' '!f ~ji.J;,, < /J:J;p' No4'if -v'LP < o r--7--· ~/Jffeo1117 p-;;' ~ ~V[, c:f-J,P· . TIME_· _____ _ ,REQUEST FOR INSPECTION l~SPECT~R ~ PERMIT N0_7_9_' -~J1~~~t~_DATE: G ///( It q I I t ADDRESS 0 FOUNDATION D REINFORCING STEEL 0 MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME 0 SHEATHING D FRAME 0 EXTERIOR LATH . D INSULATION ~ INT"!-RIOR I AIH aa DRYWALL D FINAL PLUMBING · D UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND ~OUGH ~LECTRIC /' o"l>ooL BONDING D ELECTR-/C SERVICE 0 CEILING\ HEAT O· G.F.1. 0 SMOKE DETECTOR D· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: DMONDAY DTUESDAY DWEDNESDAY DA.M. DP.M. SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY~ ;t)L ~~~ 1::=.Xf-)-ov PHONE N0._~_(.2._f_-_? ~-----:-7/ __ PERSON TAKING REPORT __ _,7,.._.~,...._,..#ft__~--- ~A)9"~> /J'7 w;,c/ ~ -S7~ / .. ·:, ~ ?ta.~€'3~ #:&-~ 6 -J.. z. 7 -~ __ .4,?J ~-j!Y" ~ ~-- D FOUNDATION. D REINFORCING STEEL 0 MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D flNAL REQUESTED BY #13 (: ~ ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT O· G.F.1. 0 SMOKE DETECTOR D· FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL DWEDNESDAY 0THURSDAY D FRIDAY PHONE NO.~~ PERSON TAKING REPORT 2L~e }Csr qt(, So'-'---rt: W e...c. r-"-e /\C' ,/ t-2-3-7?: ~ I .,. ,REQUEST FOR JNSPECTION INSPECTOR----=--'---'-'--r-....__\-'--L, ___ PERMIT NO~ ______ DATE: 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY D GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHl;:ATHING 0 FRAME 0 EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY ELECTRICAL D TEMPORARY SERVICE Oc---,..-.,.TRIC UNDERGROUND ~ ROUGH ELE 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING Cl FINAL DTHURSDAY D FRIDAY ~IL(\1 .~ SPECIAL INSTRUCTIONS y\ 'Z..: ~ ~ Stul _L> ~E0UESTED BY--,...,-;-S_)c......,.ri,__l'<'--'--_ -=-J...__M....._._"""'~~·-~--=-~A l.co ............ • ..... , +-}s .... PHONE NO. I 'J---1 ~ ~CJ 11 q~ ~IO \ c_ \ PERSON TAKING REPORT ~. 'd--'c>, 2-" 1 ., de4 --r.--r---17---__ ,_Sy °7 ~ ._,,L-4 gf /4._ . I ..::5 at/ ,tJ o )( ~ ,P o-o-r ~ ,,{}~ i? ~ ___!±L _______ _ ·---- -Sh/ t 7 /4,~ ;c;-- o/4,A a-ru ~~. =.-./~ f,r/4-J t -,,LY~/,/~ ,REQUEST FC)-R INSPECTION l~SPECT~R ~~ ( \ ~ PERMIT NO-~-~---DATE: TIME· -a:J~ (p-;J-1--'!q OWNER /V l ~ & t~ 1° lfY' ADDRESS ;J_,5" ?J..-i6 (£}_ CA2<:YJ"'-I ;__ 0 BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY tJ GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING 0 FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: D Tl)ESDAY ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE q CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL OWEDNESDAY ~DFRIDAY REQUESTED BY \~ \o j ~4--PHONE NO._-,.'.){_· ....... (!t-,'-' __ _ PE~ 'TAKING REPORT-v6;j''l>'{"\--'----- fz;077~ ~ /)J,.'J,-,,t, ~*~ o:tft ?-~-7 ;:2:::7 .REQUEST TIME-· _____ _ ~IN~~ECTION INSPECTOR ~; PERMIT NO DATE· k 2? 771 OWNER ________ ,_.__--"""""""'~~----~·-4_-~~~~----~·=-~---_-_-_-_-___ · ____ · ___ 7 _ ADD RE$$ ______________________________ _ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL / ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D· G.F.1. 0 SMOKE DETECTOR D· FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: DMONDAY OTUESDAY DWEDNESDAY DA.M. DP.M. \~ -,/1/' SPECIAL INSTRUCTIONS _______ ~"-='""5~~-"'--"4 ... LP' ........ --_~_,,,---=-~~~----- ,d~ ezk. REQUESTED J JP~ PHONE NO. -/( _,,:::;? 77:./~ PERSON TAKING REPORT _______ _ .f'IEOUE~ INSPECTION TJME, INSPECTOR-~~~~------PERMIT NO. _______ DATE, ~/7 OWNER ________ ~------------------------- ADDRESS 2.~s-·a ~w ~ u_./4j,.._ -~ ~. '-=if ~ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME o·sHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL D UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN OGAS TEST 1~ )g(wATEFl .+ll!iJlllEH {-//P D FINAL READY FOR INSPECTIO . REQUESTED BY /Jl:3 L~ . 7 ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. D SMOKE DETECTOR O· FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL WEDNESDAY D THURSDAY D FRIDAY PHONE NO. _______ _ PERSON TAKING REPORT ~ . . \ ........... I • '• \: • ~~ \ ~. . . .,··~ .• ":, .· ' . - ---~"'T:,, ~· ,,: I ·• ~ I ~-i ' . •)<,, ; < ' • , I . .,., : ;, ..,,,., ·~ •"t~ ~~ . . . -~Ea~EST FO 7 iRi~s~E_CTJO ~,:2 TIME=· J:2.-z:;;::.~-\..:_:./ DA.TE: ·7,_~;0.,:~_ .,._, __ h INSPECTOR ~ ~ R IT NO.~--·-----~ D FOUNDATION D REINFORCING STEEL· 0 MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING ~RAME ~~ D EXTERIOR LATH 0 INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE 0 CEILING Hl;AT O· G.F;I. 0 SMOKE DETECTOR .. D FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING D 'DRIVEWAY 0 CONDITIONED AIR SYSTEMS c:J REFER PIPING D . FINAL READY FOR INSPECTION: D MONDAY D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS------~~------------------ REQUESTED BY::::,/u~L &/;,U-n/ ,/ y ~ ........... ,1C ?7r7.,, I/ I...,., PHONE NO._.,,,.,r:,,:.,,.Z,,a;;df'L:"'r-::::----,,;,--7r- PERSON TAKING REPORT _______ _ .REQUEST BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTE~IOR LATH OR DRYWALL 0 FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL TIME-· ---~-- ELECTRICAL 0 TEMPORARY SERVICE \,-0 ELECTRIC UNDERGROUND ROUGH ELECTRIC MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN D GRADING 0 DRIVEWAY i;=J CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: ~Tl:IESDAY DWEDNESDAY 0THURSDA'( o FRIDAY )<oA.M. ~ ~ -~ DP.M. c;;V'l SPECIAL INSTRUCTIONS - REQUESTED BY__,d .... · '---v-"'13:;__C-_---"(fj-~ _____ J _____ PH0NE NO·--=o"'=~-, -- PERS0N TAKING REPORT---~~---- TIME-· _____ _ · REQUEST FO~ INSPECTION ;NSPEC;OR b-/ PERMIT NO. _______ OATE:7_._:2-/?: OWNER ____ /?-,--{ h.__J .....,<Z,.,__1,.....,,....._--=4=t,,<--J ---::'l'-C,_-.... ~"""'--t;C:::::=-:Zt;;;,,-"--_;=z. _, _ 7 __ ,,,.....-; ,--_-7 ADORES$ __ --=.~..;_--'-%=---~-e,..) __ __.G-=-:;....;l_~___,a.?_R_.:.::,,.-..,.....,_1 _____________ _ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME D SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING ¢-NDERGROUND WAT~ OUGH PLUMBING / a /:-ty 0 TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN C) GAS TEST 0 WATER HEATER D FINAL l)t, ( ~/,Y...S -------- READY FOR INSPECTION: ,.,,--- ,.o.M0~?A V D TUESDAY ~ DP.M. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT o-G.F.1. D SMOKE DETECTOR o-FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO 0 SIGN 0 GRADING D DRIVEWAY 0-CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL DWEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS ________ -'-------------------- REQUESTED BY _________________ PH0NE NO. _______ _ PERSON TAKING REPORT----~--- l i • • I 0 FOUNDATION 0 REINFORCING STEEL D MASONRY 0 GROUT -GUNITE D FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DR D FINAL TIME:_L/;-"--;-'_O~/ __ _ 7-1-8-11 ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. SMOKE DETECTOR · FINAL MISCELLANEOUS D PLENUM AND DUCTS READY FOR INSPECTION,~AY J";;.~ .DWEDNESDAY ~ FRIDAY SPECIAL INSTRUCTIONS "cf :..t & . <?,iMA o.;r ~ A, 114 Y\f :u ~llA~ t?f'r-tJ~1Av---()._k ~.i ]y aJr 1 ~t.-;_/}. ~ REQUEST FOR ~SPECT10N sE nM• INSPECTOR ~-------PERMIT NO, _______ DATE, ,~ BUILDING 0 FOUNDATION D REINFOR.CING STEEL D MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING D FRAME D EXTERIOR LATH D INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: ~DAY DP.M. DTUESDAY ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 EL,ECTRIC SERVICE 0 CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL D THURSDAY D FRIDAY SPECIAL INSTRUCTIONs-~Ca=--""'"-"-'N'---· c.;._t_-e....;/'<_'<_, __ .S~?}_2-'-/-~_' _ _g__,{:J---,<--6__.;:c::;;_fo_/_,._""_~_t-L...-__ REQUESTED BY __________ -'---______ PHONE NO. _______ _ PERSON TAKING REPORT _______ _ / lc-e.. c.~R. //y' Co,v72<-r W/zz' ~-afolh' ' , UN Co ;<,A./' -a ~ cl O /t:, 'r ,,.q.,,y-2 _r /Or ?-aly,l/7 .3, (/e1,, //C. 12,L 51:e~t_ c4/ vJw ~ o//,o~ . REGUE~T FO J.~TION TIME· ~NSPEc~oR~ ~ PERMIT No.--+--1...J..f:_-____ DATE: /7/fh<i pt/" . l ½;4:7 OWNER . . ADDRESS /$;.?Sa BUILDING 0 FOUNDATION D REINFORCING STEEL 0 MASONRY 0 GROUT -GUN I TE ELECTRICAL 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH 0 D FINAL PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN MISCELLANEOUS G / 0 0 PLENUM AND DUCTS / COMBUSTION AIR ~ ) 1 c) :,.a D qi;DING 0 dRIVEWAY 0 GAS TEST 0 WATER HEATER D FINAL D CONDITIONED. AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: DMONDAY DTUESDAY DWEDNESDAY DA.M. D FRIDAY SPECIAL INSTRUCTIONS __ 7 _ 0 ,,c.b-'.M...,.""'~'--'=:::........; ... '--=~"'--"---_~_· ____________ _ /(},, ,# /J/4 -,, , "?2-_4...., t>~ REQUESTED BY__,.,1(.)0 ___ . ____ ~ __ ..._~ ____________ PHONE NO._/....-7. ~ ~ PERSON TAKING REPO!:tT . ~ -RE0UEST TIME-· _____ _ ADDRESS_-=2,--=s--=2,-'---=s:.........:£:c......:..i.....:...,• c-=-· _• -+-""..-------------- BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY 0 GROUT -·GUNITE D FLOOR AND CEILING FRAME D SHEATHING 0-FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D l,JNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH .PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY DWEDNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS _________________________ _ REQUESTED BY _________________ PHONE NO. _______ _ PERSON TAKING REPORT _______ _ \ . REQUEST FOR INSPECTION TIME· __ __,,___ "INSPECTOR ~~ PERMIT NO. _ ___,_ _____ om(jE}o/ OWNER ~ ~ ADbRESS f2s-;;_s--e_ CIC. -;#- BUILDING D FOUNDATION 0 REINFORCING STEEL 0 MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME . D EXTERIOR LATH D INSULATION , 0 INTERIOR LATH OR DRYWALL D FINAL D D UNDE D WATER D ROUGH LUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY F R INSPECTION: D MONDAY DA.M. DP.M •. ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT O· G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL WEDNESDAY D THURSDAY D FRIDAY REQUESTED BYD~~ . . PHONE NO.__;__~ . PERSON TAKING REPORT _ __,..,~......_-s-__ _ ~ -BE.OU EST FOR INSPECTION TIME-· _/_t)_.'_;2.._2-__ INSPEGTOR---'--~---~-----PERMIT NO-~ _____ DATE: 0 FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER 0 FINAL M ISCE LLAN E0US 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY D WEONESD Y D FRIDAY DA.M. DP.M. REQUESTED BY ____ ....._ ____ -""--___________ PHONE NO. _______ _ PERSON TAKING REPORT-~,ool.-____ _ . REQUEST ADDRESS 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY D INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING d SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL I TIME·----v-f-__ (r\_~ /o~-?J 'Wi::I\/IPORARY' SERVICE ~ECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT , D G.F.1. 0 SMOKE DETECTOR tJ FINAL MISCELLANeous 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: 0MONDAY DTUESDAY dWEDNESDAY 0THURSDAY }f·RIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS _____________________ -'---------- PHONE NO. ____ .cl.......,,,,=,,.,·.-· _'_ PERSON TAKING REPORT _____ --ii'-7_-__ ( ,. REQUEST l:.QR l~PECTION TIME· ' INSPECTOR -~~ PERMIT NO. . DATE: //-: 7-7/ OWNER __________ -<-~----=~f11F-,--·'-------··-..~,,..=..~.:""'~,r-=="'=.....,.=_,.,,""'~==~""'----'---~- ADDRESS ___ . ___..,;2;::..,;...:_ L--.£-=-~__,\-..) _ _,_~-=~'------"~=-~~~---=--..:....aa·. ----· ....,_,. '-'--"'~=~---=--',..,,,,1;;1~;::::a...--___ _ --- BUILDING FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION D INTERIOR ·LATH OR DRYWAL i [j FINAL PLUMBING t:J UNDERGROUND PLUMBING~ D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND P.L/CO 0 TUB OR SHOWER PAN D GAS TEST D WATER __ ~(;AJ:J::\ D __ p.v \ \---.-------' DMONDAY OA.M. \P.M. DTUESDAY , ELECTRICAL. D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE D CEILiNG HEAT D G.F.1. * D SMOKE DETECTOR 0 FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL DWEONESOA~HURSDAY D FRIDAY ~~~~"-?az..~~~-PHONE No._71 ___ ..,.&'--,,;-,ff~,A£7-\ __ PERSON TAKING REPORT--..,_£_....3__V ___ _ ~ To 7 .:J ~~ . ,--......:i) r 7v I /6 -@ £-2.-- J lo 0) :l 07' • / -:) c; f~ / .s~ 1/f 78@ @~® /o,/ I,') REQUEST FOR INSPECTION TIME-· _q--'--,--'---'11'-'--~--- ~ ~ /V} '° I '--? n -1 '-:3? .-1 <l INSPECTOR VJ'lcf { . L...-::::: PERMIT NO·-----,---~DATE: d-() BUILDING [j FOUNDATION D REINFORCING STEEL D MASONRY 0 GROUT -GUN I TE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH 0. INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC ·'O'POOL BONDiN·G D ELECTRIC SERVICE D CEILING HEAT O· G.F.1. D SMOKE DETECTOR D FINAL MISC~LLANEOUS 0 UNDERGROUND PLU~ IN Q UNDERGROUND WAT R D ROUGH PLUMBING 'Jw/ J\D PLENUM-AND DUCTS 1/1 , D COMBUSTION AIR ~ \,-. 0 PATIO D TOP OUT PLUMBING . D SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY DA.M. 0P.M. \ D SIGN ' D GRADING . ½''.CJ DRIVEWAY \ A~ D CONDITIONED AIR SYSTEMS / ~r D REFER PIPING D FINAL WEDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCTIONS-----'---~'1--'-tU=),/\....___._\ _-.('\._, _.CA......,__ ______ ~--'--'O::;,._o----:.t_\_ 0 'h ___ ..... · .....,CA~.0._L..---- j {\ ¢() • (' -ff s-~ . ~ REQUESTED B;r Wei\ bs:.,\.f\':½A: \ ~ PHONE NO·-------\\ Q "' I A (} t fr . (} ., V\N'f PERSON TAKING REPORT---'·'1"4~b'I'-<(=='==----- fi' ~ ~ ec,4v o,~) /-es;::;, 7 G"" 7 J---1: / #~/4!-.;.,,,7d r ./~h We.A" //c? /rs.s~L_ (J'/f/ 7' ~ -e ~ ;; v---,, ~. I I TIME: REQUEST Fe·~ INSPECTION INSPECTOR ~ PERMIT NO._---,==-_ ____,,,, __ DATE: OWNER _______________ -t-CY\_._-=--~-t,,,,;-+-l __ s ....... ~=-~'""'-~-· ,__,_-·""--'-· ~!L-,<1=· '-';_=-,,;-------- ADDRESS---'---o2._S-=,. -~--___,.~=-,..,a-' -=E=---'-1_.;;::~::;;;..r __,_~-=--· =---------'---'----- F0liNDATION ,-->&',,.. D REINFORCING STEEL \ D MASONRY D GROUT-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER 0 ROUGH 'PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING tJ ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS [] COMBUSTION AIR D PATIO 0 SiGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION, t:~DAY DTUESDAY OWEONESDAY DTHURSDAY D FRIDAY DP.M. SPECIAL INSTRUCTIONS ___ .,...... ________________ ,--____ _ REQUESTED BY fo;J- /} PHONE NO·---~----,;:---- PERSON TAKING REPORT _____ ( __ _ . REQUEST FOR INSPECTION TIME-· _____ _ INSPECTOR--------,.....----PERMIT NO. _____ ,-,-_DATE: owNER--.c-,A___,!--=12_o/~;__,G..,,,,,,_f.,-' __ //: __ -----'i,,4""----'-a_/~1/---"------ ADDREss _____ L;~,,..-L~C~-------~~---c____.._/2___,_ ...... ~ _____ _ BUILDING ..,-E'.1 FOUNDATION ~NFORCING STEEL 0 MASONRY 0 GROUT -GUNll'E 0 FLOOR AND CEILING FRAME D S~EATHING D FRAME 0 EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL - PLUMBING D UNDERGROUND PLUMBII\IG D UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST 0 WATER HEAT-ER D FINAL ELECTRICAL 0 TEMPORARY SERVICE tJ ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE [j CEILING HEAT D· G.F.1. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS tJ COMBUSTION AIR D PATIO 0 SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY -~DNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS-----------~----'------------ REQUESTED BY __ O=-___ L___,~...a=...-(Y'v\_---,-----=~'----~--'----PHONE NO, ______ _ PERSON TAKING REPORT--'-------- REQUEST FOR INSPECTION TIME· t:~ INSPECTOR ~-// /")RM"11cf~O-___ DATE .. /;2--5-75 OWNER ~~ - ADDRESS ·.625"o2's7.£~ . ,. D REINFORCING STEEL D MASONRY D GROUT -GUN I TE 0 FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR. LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING . D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE 0 CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL El TUESDAY ~EDNESDAY D THURSDAY D FRIDAY SPECIAL INSTRUCT!ONS ..... ·--,.----,---------------------- REQUESTED BY ..... __.~"'-'l...,._ __ ,,--__ y_·i =~:::..:·=-.L..--=---'--..;;__ ___ .~HONE NO. ___ _,,_ ___ _ PERSON TAKING REPORT---r------ . I / 6 I -/ o y-t / /41' ~ T A---v/(. .. \ . ~1?7 f\J,'.<:e...L of<:, 7J ,l~ I 2 -(-7f° cffr REQUEST FOR~NSPECTION TIME· 7 INSPECTOR ~ PERMIT NO.~---:------,----DATE: / 2--~ -7 OWNER..__------'---l-~-----'-----:!'----'---S4-z_____;__;;~,......a.-•---_-_w: ___ A __ ADDRESS_;;2_s--,-d--::::;;::::,a_$=:--_----'~~efi_ ___________ _ .. D MASONRY D GROUT -GUNITE 0 FLOOR AND CEILING FRAME D SHEATHING 0 FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL PLUMBING .. \ 0 UNDERGROUND PLUMBING ::·--·o UNDERGROUND WATER _, . ·.~~<tJ ROUGH PLUMBING --·· -~ D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D PINAL ELECTRICAL 0 TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL: BONDING D ELECTRIC SERVICE D CEILING HEAT O·G.FJ. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPII\IG D FINAL READY ,FOR INSPECTION: DMONDAY DTUESDAY DWEDNE$DAY (t-HURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS ________________________________ _ REQUESTED BY,--_____ _;;;__-'-,--------=--'-------'--;--=--'--PHONE NO. __ __.,,,,==--( __ PERSON TAKING REPORT _______ _ ... REQUEST FOR INSPECTION TIME-· ---- ? PERMIT NO~ _____ D/4TE://;?. .. ,7-2/f' INSPECTOR OWNER __ ~,/2<--..:./i~J--=L=y~-'-. ~c.u~ ....... --'-. _ _.tf&""":--:::....,A:....:....o:.T'y-----='t...=..-..=---.$-~=-,..:_~:;,..:,_ .,,..,. _____ _ ADC>RESS-------.v~Z,....· _,.~,._ _____ .,,,..2,,,--..,C:~--~---rc---"'C-e"'---r, L..{(~1----· ------------- BUILDING .i;;tJ'F0UNDATION ~!:INFORCING STEEL ·o MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST 0 WATER HEATER D FINAL ELECTRICAL ' -. 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE ·o CEILING HEAT p G.FJ. D. SMOKE DETECTOR D· FINAL· MISCEb.LANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR o· PATIO D SIGN D GRADING D DRIVEWAY .. 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY DWEDNESDAY #HURSDAY D FRIDAY DA.M. ,(P.M. SPECIAL INSTRUCTiONS----------'------,-------------- REQUESTED BY_....,1,...&___,.,..A_,Awa)-;_.,.,,...,..,----'----------PHONE NO. _______ _ PERSON TAKING REPORT _______ _ /C-N /0(-/02. .(' 1-1-~ REQUEST IN.SPECTION BUILDING D FOUNDATION D REiNFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL r\ PLUMBING ) ....__: - DERGROUND PLUMBING D DERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUij OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL TIME-· __ ?_fir\._ ;:2--z -7~ ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING 0 ELECTRIC SERVICE D CEILING HEAT O· G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS [:J PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN. D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION~:~DAV OTUESDAV DWEDNESDAV DTHURSDAV j/t(fRIDAV cs . SPECIAL INSTRUCTIONS~-------------,-----'-------,--------- REQUESTED BY PERSON TAKING REPORT-----,---- · REQUEST FOR INSPECTION I :1q TIME,_: ------,.+--- INSPECTOR---~,.=.~-.,__'--_\.-"l-~ __ ____,. PERMIT NO.~------DATE: / J...-/3-'1 j OWNER __ --JlA'-=--",'"""~c..=....:::c....,.ir-:_~·c.....t,=-=,.·'----·--'-"v\----=-=~~.,,.,.-<''----,----'----'-------- ADDRESS __ __,;a:~b=-r.--''?-----'-='t): __ __,,~ ..... =,'--·-· ___ C-....;;.-_· --=-Q,")'V\.-=--..;;...'\:...;.:rl.....,O:,__rR.:...·....:.:.--...--.....a-~~· =------ BUILDING 0 FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE D FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DHYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING [J SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING .0 ELECTRIC SERVICE 0 CEILING HEAT O· G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS tJ COMBUSTION AIR 0 PATIO 0 SIGN 0 GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY D WEDNESDAY ~HURSDAY D FRIDAY DA,M. - ~· SPECIAL INSTRUCTIONS ~ -\.-[ ~ REQUESTED BY~ (]...£ ~ PHONE NO. 9-17l/S- PERSON TAKING ,Rl,:PORT ___ _,~~,Q ____ ____,. /~-/~-7f-n ~lf.J ,..,__....-,,... ,Jr NC/e,.tc,~ ~ ~777 a r (90)(:{) H~91{&J oK. ff~- <.A..,,c-t.,_.._._ 0.fo~ //~/ /~ f /a c.-e. c-.~ £ /t.~ REQUEST J:PR IN~SP§ETION . INSPECTOR ~---i-~ PERMI~ NO. ______ DATE: /-,;2,..,)-7f TIME-· --~--- OWNER ___ · -~-=----------· , ---,::,;r,'---·, ---'--:::. ,..,..---·-· __ ADDRESS __ _,· c2--=--,,, ... =>'"-\__,d~1..---~--L=---"'--<~(?~~~,-~ ?:_...,,,...........,,, ___ ,---_, ---- BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUt-GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: D MONDAY \k_ TUESDAY ,,r-----,---------------------------------, . ' ELECTRICAL D TEMPORARY SERVIGE D ELECTRIC UNDERGROUND· D ROUGH ELECTRIO D POOL BONDING - D ELECTRIC SERVICE D CEILING HEAT -• .. O· G.F.1. D SMOKE DETECTOR < < D FINAL MISCELLANEOUS [] PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY D CONDITIONEij Al'R SYSTEMS 0 REFER PIPING D FINAL DWEDNESDAY D THURSDAY D FRIDAY · DA.M. , ' DP._M. ~-L SPECIAL INSTRUCTIONS ______ ,,,'<"""'~=------_ --"--,c/---:*'"-'"'""~....,.-~"""-'-----_-~-=, --· ------ REQUESTED BY~--------,---------~---'--PHONE NO._----,,_........,__,_~-- PERSON TAKING REPORT __________ _ REQUEST FOR INSPECTION TIME:_-"-/_~ <f,........;;o __ ~l tz...' PERMIT NO _________ DATE: I-:).3.,../Jq OWNER-'. ___ .,_&\_' ....:.l,,L---c.+-.-----'-. ---,-----~-----------'---------~-+- INSPECTOR ADDRESS __ ~_~_~_b_~q:~1~·-~-· _,__' ·.........,__.\)1~1.i_R__,.~~J~------ D REINFORCING STEEL D MASONRY D GROUT· GUN I TE D FLOOR AND CEILING FRAME [j SHEATHING D FRAME D EXTERIOR LATH tJ INSULATION D INTERIOR LATH OR DRYWALL D · FINAL PL.UMBING 0 UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING 0 TOP OUT PLUMBING D SEWER AND PL/CO 0 TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT O· G.F.I. 0 SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL R~~::l~AY DTUES~ n ~~ SPECIAL l~CTIONS ______ ...,.f'(' __ ......,.._ ...... W___,_\,,{ __ w .... u __ ..., ____________ _ D THURSDAY D FRIDAY PERSON-TAKING REPORT_ .... ,:1.<;.,,~F------ TIME-· _____ _ REQUEST !9~CTION INSPECTOR ~. PERMIT NO. ___ ~ ___ DATE: /-,?tP~/9 OWNER _____ -----'-'----~----·i-------------,----- ~,s .J..,r--c?~ ~ ADDREss ____ _..;:.__,...,__-=.___,__.,__ _ __,~!:::--"'4-"t----t:::,~ ........ a=.,-.-"-----"""-----,_-----'-,------- BUILDING 0 FOUNDATION 0 REINFORCING STEEL. tJ MASONRY 0 GROUT-GUNITE ,CJ FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME D EXtERIOR LATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL PLUMBING 'riZ..uNDERGROUND PLUMBING b~NDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL / ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRI.C UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 1' 0 ELECTRIC SERVICE 0 CEILING HEAT 'o· G.F.1. D SMOKE_ DE_TECTOR D FINAL . MISCELLANEOUS EJ PLENUM .AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN 0 GRADING D DRIVEWAY · D CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: 0MONDAY ~TUESDAY DWEDNESDAY 0THURSDAY 0FRIDAY DA.M. / 0P.M. SPECIAL INSTRUCTIONS---;-,..4_· A-=,...._.,,.C..,.z...__-H~--.~"-"'--'---'='-----------T -f=::,L p ~ REQUESTED BY _________________ PHONE N0._--,--/-~"""'_,,.7 __ _ (=J~ PERSON TAKING REPORT--+--------- ~Co,~ ,ue-,~ ~ cJ-6 y, ?,, 0 To ® ~ To /o I ~~ Cl-->--- o--J ~ F~ ,A/4~~~ --- al{_, /-3o--~~ TIME· ' REQUEST F~ECTION ~::::TOR 9,_ m;;,0·-~-----------'--DATE: ADDRESS ? S ;;). 5 ,, Si Je ~ ~-2-77' l REINFORCING STEH 0 MASONRY 0 GROUT -GUNITE 0 FLOOR AND CEILING FRAME tJ SHEATHING 0 FRAME D EXTERIOR LATH 0 INSULATION 0 INTERIOR LATH· OR DRYWALL D FINAL PLUMBING 0 UNDERGROUND PLUMBING 0 UNDERGROUND WATER 0 ROUGH PLUMBING 0 TOP OUT PLUMBING 0 SEWER AND PL/CO 0 TUBORSHOWERPAN 0 GAS TEST 0 WATER HEATER D FINAL READY FOR INSPEC11ON:~Y . ~ OTUESDAY. ELECTRICAL 0 TEMPORARY SERVICE [J ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL. BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT O· G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM AND DUCTS 0 COMBUSTION AIR D PATIO D SIGN 0 GRADING 0 DRIVEWAY 0 CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL FRIDAY SPECIAL INSTRUCTIO,,,..,.----.....,...----------------,-----'------- PERSON TAKING REPORT------,----- -... . . .. . . ... '· (___,_ ·, ' . ', ,_· • REOUE~ INSPECTION TIME INSPECTOR~ . PERMIT NO. ______ DATE: 3/zJ;::C,7 //JJ /11. I //"4 OWNER ,//f djt-l/41, -. ADDRESS d Sd<..S' c(! ~ µ BUILDING D FOU D REINFORCING STEEL D MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME 0 SHEATHING D FRAME D EXTERIOR LATH 0 INSULATION D INTERIOR LATH-OR DRYWALL o· FINAL XuNDERGROUND PLUMBING D UNDERGROUND WATER 0 ROUGH PLUMBING D TOP OUT PLUMBING 0 SEWER AND PL/CO D TUB OR SHOWER PAN 0 GAS TEST D WATER HEATER D FINAL READY FOR INSPECTION: DA.M. DP.M. ELECTRICAL D TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS 0 PLENUM Al\!D DUCTS D COMBUSTION AIR D PATIO D SIGN D GRADING D DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING _. __ o FINAL D THURSDAY D FRIDAY ~ '" 7 REQUESTED BY~.,,,.,---------------PHONE NO. . J;<. -7 /~ _s- PERSON TAKING REPORT_,,...----,<-=-£;.lt----- ·-----" ~ REQUEST FOR INSPECTION TIME~· _____ _ INSPECTOR-'--------------PERMIT NO. ___ ~ ___ DATE: OWNER __________ ~_...,...,,__ _____________ -,--_________ _ ADDRESS d c)-P{. s-- BUIL,.D'ING D FOUNDATION D REINFORCING HEEL O'MASONRY D GROUT -GUNITE D FLOOR AND CEILING FRAME D SHEATHING D FRAME D EXTERIOR LATH D INSULATION D INTERIOR LATH OR DRYWALL D FINAL . PLUMBING D UNDERGROUND PLUMBING D UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND D ROUGH ELECTRIC 0 POOL BONDING D ELECTRIC SERVICE D CEILING HEAT 0 G.F.1. D SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS D COMBUSTION AIR D PATIO D SIGN' D GRADING [j DRIVEWAY D CONDITIONED AIR SYSTEMS D REFER PIPING D FINAL READY FOR INSPECTION: 0M0ND 0TUESDAY DWEDNESDAY DTHURSDAY D FRIDAY DP.~.-f~ , SPECIAL INSTRUCTIONS---~'-=--~-~---d--..fk¼-'--~'--'--''---~, ..... -,_..._-'---ff/J'r--=-y_'""'"""':...;;...:;y=-/ __ .,,,,_·) __ _ / ·-~ ()-e,Q..,~ REQUESTED BY _________________ PHONE NO. _______ _ PERSON TAKING REPORT _______ _ ~ ~ /,/el.'T~ .$/~ _.P~~ ~-7/ ~ T-cl • .,~_,, /~Ft,.,,,,?"' -f rJr1I/ ....... ~ .. 76 01-•J '"'::r ., INSPECTION c:!:!:) TIME-· ---- iNSPECTOR-h!-~=c....:.....-1&1-1,1-~--,,---=---PERMIT NO.___, ___ ___,,. __ DATE, pf,6 J BUILDING tJ FOUNDATION 0 REINFORCING STEEL 0 MASONRY 0 GROUT· GUNITE 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 FRAME 0 EXTERIOR L,ATH 0 INSULATION 0 INTERIOR LATH OR DRYWALL D FINAL NDERGROUND WATER OUGH PLUMBING 0 OP OUT PLUMBING 0 SEWER AND PL/CO 0 TUB OR SHOWER PAN D GAS TEST 0 WATER HEATER D FINAL D ELECTRIC UNDERG 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 CEILING HEAT O· G.F.1. 0 SMOKE DETECTOR D ,'2..FINAL I bt -;,,o PLENUM AND DUCTS COMBUSTION AIR D PATIO 0 SIGN 0 GRADING D DRIVEWAY 0 CONDITIONED AIR SYSTEMS 0 REFER PIPING D FINAL READY FOR INSPECTION: D MONDAY D TUESDAY D WEDNESDAY D THURSDAY D FRIDAY DA.M. DP.M. SPECIAL INSTRUCTIONS-----------------'-----,-------- REQUESTED BY_-'---'----------------PHONE NO·----,---,..---- PERSON TAKING REPORT __ ~ __ ,. ____ _ ,,. •, /i/i .. ~..e;,... Q f-So~ -u.,rs,,-'d'-.s~--A '1,;,~ FtJ/,-~&--k,_.,, /'~o~.,z.l., f-1'0 ·7~ ~ 'Rf,OUEST FOR INSPECTION TIME-· ---- INSPECTOR ~-:-L. -. _ ·_ PERfV!IT NO. __ ~ ____ DATE: /Wf/44 'o/7!L;J.M _ n: · '"'-. _ 1111 -7 T OWNER ~ UJ. .. _ _.. JY½L'::(,_· ADDRESS g 5 2. s-: eL~ ~ BUILDING D FOUNDATION D REINFORCING STEEL D MASONRY D GROUT -GUN I TE 0 FLOOR AND CEILING FRAME D SHEATH~ING ~t -" ~RAME D EXTERIOR D INSULATION D INTERIOR LATH OR-DRYWALL D FINAL ,:; PLUMBING D UNDERGROUND PLUMBING 0 UNDERGROUND WATER D ROUGH PLUMBING D TOP OUT PLUMBING D SEWER AND PL/CO D TUB OR SHOWER PAN D GAS TEST D WATER HEATER D FINAL ELECTRICAL D TEMPORARY SERVICE D ELECTRIC UNDERGROUND o-ROUGH ELECTRIC D POOL BONDING D ELECTRIC SERVICE D CEILING HEAT D G.F.1. [J SMOKE DETECTOR D FINAL MISCELLANEOUS D PLENUM AND DUCTS 0 COMBUSTION AIR 0 PATIO D SIGN D GRADING 0 DRIVEWAY D CONDITIONED AIR SYSTEMS 0. REFER PIPING D FINAL READY FOR INSPECTION: DMONDAY DTUESDAY DWEDNESDAY DTHURSDAY DA.M. DP.M. SPECIAL INSTRUCTIONS ______________________________ _ REQUESTED BYv"'°~~---"-"';.,,... ---"--'-r _____________ PHONE NO. Z-i-f-??. y_<" PERSON TAKING REPORT __ _..,_~-=------ .. , r· -~ I --, ' Code Consultants Incorporated Janu~ry 17, 1979 Mr. Ray Green . Building Department City of Carlsbad Carlsbad, California 92008 RE: PLAZA CAMINO REAL CARLSBAD, CALIFORNIA PROJECT# 79-0114 Dear Mr. Green: This is to confirm our discussion concerning exiting in the above captioned. project. Exit qoors from tenant spaces are permitted to open into an exit enclosure including a stair enclosure. Of course, such doors must possess the appropriate fire protection rating.and otherwise meet the requirements for fire doors. Also, the door need not swing in the direction o.f exit tra:vel unless serving an occupant load of 50 or more. If this letter is in conflict with your understanding of our meeting, please let me know immediately. · JAS/dt cc: Bud Griest, Jr. Robert Murphy RECEIVED JAN 1-91979 CITY OF CARLSBAD Building Department FIRE PROTECTION CONSULTANTS 7023 EXECUTIVE PARKWAY DRIVE ·ST.L0UIS,MISS0URI 63141 · 314-576-1850 ,l'ORM 4 JP f{ . JuPn Testing Engineers-San Diego [1'QLJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 'ff J/ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File 4fa1~79- Jqe, Plaza Ca ino Real Shopping Center Expansion ADDRESS: i::.n ,.. amino Real, Carlsbad, California DATE I)ecembe r 6, 197 8 OWNER: May D'epartment Stores ARcH:TECT., Ronald T. Aday, Inc. 0 Rll:G. WT. ·CONCRETE O CORES ENGINl!:ER: Wint;er-Shay Associates, S .E. 0 LIGHT WT. CONCRETE ~ MORT,\R CoNTRAc;ToR, Olson Construction Company D GUNITE D GRO!JT LABORATORY NUMBER C33-3815 MARK ON SPECIMEN PCR 4fa3 A B C LOCATION IN STRUCTURE Line 11Y11 from "U" plus 25 1 -0" to 11s11 from foundation wall to 29 1-2'' BRAND OF CEMENT USED BRA.ND AND TY-PE 01" ADMIXTURE SOURCE OF SAND· SOURC~ OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER ( CONCRETE) • • TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERA:TURE OF AIR • TEMPERATURE OF MIXTURE . . . . . . . •;:- • F. Type II Suconem. 1 cement, 3 sand, 1/4 lime Job Mixed SPECIMEN~ MAPE ~y' • • DATE MADE • • a • • Testing Engineers-San Diego November 29, 1978 DATE RECEIVED • • • · · • • DATE TESTED • • • • • • ARILA, SQUARE INCJ,\ES ULTIMATE LOAD. LBS. CRUSHING STRE.,.GTH LBS. Pl!:R. 5Q, IN. AGE ··TESTED, 0AY8 • • • , UNIT WEIGHT, LBS. PER. CO. l"T. SPECIFIED STRENGTH • • REPORTED TO: Dec. 1, 1978 Dec. 6, 1978 3.14 5990 1910 7 1800 psi CLIENT (1) Plaza Camino Real, Attn: Dean Rood (1) Ronald T. Aday, Inc. ( 1) Winter-Shay Associates, S.E. (1) Olson Construction Company .;(,1,l;,)~ity of Carlsbad THC:kh R£c£1veo DEC 7 1978 CLTY· OF CARL - Building Depa t SBAD · r mr:nt ~ -SAN. DIEGO 4fa12882 FORM I PAGE I JP C:-7/n Testing Engineers-San Diego · nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (7~4)225-9641 LJj j) 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 ....... LABORATORY NUMBER. ~n-=11-42QQ . . INSPECTION REPORT DATE November 22, 1978 FILE: · 1/:1579-2, Permit 1fa78-4013 INSPECTION OF Reinforced Concrete Joa,· Plaza Camino Real Shopping Center E;xpansion ·FAaR1cATOR oR ERECTOR: Hafer. Steel CONTRACTOR: Olson Construction Co. ADDREss, 2550 El Camino Real, Carlsbad, California SHOP--,-~ FIELD XXX PLANT __ ___ DATE REG. HRS. O.T.HRS • . REINSP, HRS. INSPECTOR DATE U/13/78 R~e;;. HRS. 4.0 O.T.HRS. REINSP. HRS. ·INSPECTOR Jack Hanssel DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 11/14/78 REG. HRS.· 8.0 ·O.T.HRS. REINSP. HRS. INSPECTOR DATE .REG. HRS. 0. T. HRS. REINSP. HRS, INSPECTOR Reinforcing Steel: Concrete:· ASTM A615,-GR 40 & 60 Mix #84236 (6.0sk, 2000psi) Inspected the placement of reinforcing steel in footings and foundation walls in the following locations: L;i.ne 104.2 from "CC" to "Y", Line 1'Y" from 104.2 plus 34 1011 to 101.0, Line 101.0 at ''N", Line 1'N" from 101.l to 102.8, Line 102.8 at 11111 , Line 204.1 from "A" to "C'', Line "C" to "Cl" at 205.1,-Line 205.1 from "Cl" to "S". Observed th~t six #6 horizontal floor dowels running north and south were placed and projected out of wall on Line "Y" at 104.2 plus 34!0". Similar dowels on Line "P'' at 102 and at "L.3" and 102.8 were not placed. Interpretation will be issued by the Engineer I s o,ffice as there are · severa 1 pll;lces where this occurs in future concrete placement. Observed the placement of a.pproximately 112~ c~biJ ;ards of concrete in the areas listed above. Cast one set of ·,three samples from area on Line ·"Y" from 101 to 104.2, marked May Company-Carlsbad #_l A-B-C, with slump of 411 • Mr. V. Gonz.alez· from Structural Engineer's office visited site. RECE·IVED NOV 27 1978 CITY OF CARLSBAD .... •• •• .... ---' . .J. uu,1u_1115 '-'-..--· -·· ,_, ,. .REPORTED To, (1) Plaza Camino .Real, Attn: Mr. Dean Rood (1) Ronald T. Aday~ Inc. (1) Winter-Shay Associates, S.E. (1) Olson Construction Company c--____,...(I~~ -~#cP -~ ~.,,.__ . ·:rue :kp TESTING DIEGO _, ___ --~------------------· ·--"4----+·------~ -·-· ___ _,_.,.._.._. ~-----·--A--~-.. --.------0 • c:··1vr·7 · Testing Engineers-San Diego .. -{1'0LJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 Ur J f903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 1579-2 SUMMARY OF COMPRESSION TEST RESULTS FORM 18 J,. ONE PAGi:.------,-- 'Joe: Plaza Camino Real Shopping . ·center Ex'pansion ~1~ Np .. ___ 84_2_3_0 __ ;.,..-·-'--·..c...,...-SPEC. 28_-DAY STR. 2000 .Psr ADD.RESS. YEAR: LAB NO. C33 3627' 2550 El Camino Real Carlsbad, California 1978 DATE CAST MO. DA. LOCATION IN STRUCTURE 11/14 Line· "Y" between 101 and 104.2. Plaza Camino Real 4/:1 A-B-C • Made by TESD. (1) Plaza Camino· Real, Attn: Mr. Dean Rood ( 1) Ronald .T. A¢lay,. Inc. (1) Winter-Shay Associates, S.K. ( 1) Olson Construction C.ompany ( 1) City o:l; Carlsbad (1) Conrock THC:kh TY,PE ___ CEMENT __ 6_._0......,__ SCY SPEC. SLUMP ___ IN. ADMIX.-----------'---- * STORED & CURED, NOT TESTE.D AGG. s,z.-"'--IN ULTIMATE COMPRESSIVE-STRE:,NGTH. PSI SLUMP ·'IN. 4 28,DAY 2090 TEST AGE 'OTHER R_ESULTS !J. SAN DIEGO : DATE MAILED 11/22/78 l rJ Testing Engineers-San Diego nau 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi 1 1903 West Vista Way, Unit B~ Vista, California 90283 (714) 758-3730 November 16, 1978 City of Carlsbad B-u:Llding Inspection Dept. 12-00 Elm Street Carlsbad, California 9200~ Project: Gentlem~n: Plaza Cam:Lno Real Shopping Center Expansion 2550 El Camino Real Carlsbad, California Our firm has been selected 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 No Pre.stressed c'bncrete Yes Reinforced masonry Yes S.tructural steel, assembly (field welding & high strength bolting) Very truly yours, ) TESTING ENGINEERS-SAN DIEGO LAS:am RECEIVED NOV 2 O 1978 CITY OF CARlSBAD s;f! Building Department !JI -.· ·., ,' .. , • ~' ~ "> j {. • ''' ~ -j ,~: ~ , • ' • t-: r . ' • J1tm1~ ..... J!7•·. ''.'.·:·:·.: . ; ·() ... · . . ·· . 'i ' . ·, .' ;;,;·~' ·. ; ' "., «~ .. r ~::; ; \ ~ } I J • .t''/ . ·' . ' :·_ •'. ~J·. _,.', ' ' ·;·.:1~{ ·~ . . ' . .. , Mr.ir Rt-~nJ Ml t l•r · Moy Stotu ~Ing ·ta•t.,... ,.... ; ·6H· OU• $t,,_, .. ~ .. { .. ! =~ ... , ... '{-<. '. • •• !,. • t, •\ ~ ,A'. ~ • •, . . i .... .. ?: ; : ; . ~. . . . ... :· '_ .. , ., Si'. Louis,. Mi....-l ', •";! . . ~ . . } . ~. . . . . ... ; . ' . . . . . ::. , . J ha-,. b••--~lttg, ~tty to _,,..,._,.,..ttwt_pn.,sn,u.~ Md th• nit. ot· ;:; . . _ :·. prog,_._~ of work CA .protjM't$ ,..••tt"g to _th+., -.x,-nstoa <>f •t!'H,· s.~,pbtt i:;entor •.. t .,._Ill• tn,.,... J• -i J«?t. go.Jn!J . ...-.. --~d\ .. that· _,,~ .. b, pt"Ot>Dty Pr&-! ~Ing lD. yQUr ¢+.ft~ ·or. t~ ,qfyoW: ~lg1Mt:,, __ .-~rdl:tt9 tu.1cn tblao-· ~-tr-. N.~= non traf.flo_ .11tu~,. ,p.re~,-.t1otf of pt-,-.. tor of'f<-•J·,.-wat$r- .. ;: ,;._.' • ,~ i.' u.-e~t••·'~ Md.~f.,,_ .. ,~~---o~Jslt{o,r. .of ~•ll!•nt•~.1or o.tf.,,,sft., , , .. , .. ~i,~~-~ ·t~._,,,· :.):. ::::Ir:.:~·,, .. ,,:<>·:;:,;:'.:~·. '_" .,---:f:/ '.:. ,'.: ·· ·; t: <·. ·: . :, .. . ':·:·: },· : .. \'IJt elilJ. p,....Mntly .;at:~lf-stnAgttl, tn: o~r· Cv~t O.¥S·J~n1 ff~t.J(m ~d ... :.: : ·"" : shovld, 1t ~·m•~••"Y ~kt. '®'tint a t,Jgb. h~~, Qf. ac:ttvffy fn ol1'-f? to-· ·· .;: . .._.., ~r-.tt~,.,ct..,..lMt ·• •f~'t ~aw ~fJttlcr.d~ CCft!Pl:-f1ng~. 11 •~f.f er,-· preohri• lt .ft· yo11 co..-td. at· .yQVr ,,tat:~ f.eJt eonV*nhlffl•.-.. ,~n • what ~,. prcposed tl.,.....411>1'• hs ond U -~•~;.{~ a~M.nt ,..,can.-do M>M' to tcc.1,Htat• ' , . :: _nft'lft,.S$• , ··, ;_: . . . i: ; , _; · . , , , .· . ,.. .. 191'4' . ,,: , ..• .-i.,; ~· • •• ·~ ;~ '~; :~ _-:.·,.,·bill-hUn; :~ ... It-appll~tfc,, hM_,;~ .-..i~·_ft)~·t~--t>~pens,f• ·Of. fM , · -.u a10re••· . $in0# 1'ht#-ha, pa.t,"f_J;J.·f.:t,hc, devatop.-.t, lA~lv~.d hl CT ?~!'<Ota. · .· ·: :> '::~" · ! ... t wowtd· h$, to•.,.., Jt. tt•lct-up._.~..,. ~ut4f.vfsJ0tt, .. ~1!lNNnh· ·h•v. p0:t .. -. , -.· '.::::·. · , • ~·-t •. , -t •• • J I "'1.·"':•./..•,r,,.: : ~~. •.,_,;.• ,• • 1 •,. -;' -~~,. , .. ' ,-··: f. ~~ -· : ' .. ,/ .;_ _y· •• ' ': .}-·-• ; ~ t· •, ~.._-_ .. :. ···~',_ :. _: ct t.c,-to, Ma,· fN* ~ SOOt.l :CJJ .. 'thf!!h,, , 1:·.., ~ i. · '· · \: _. . , . ,·.:' . ,: '~ . . .~ . )·. . ;,.' ~ _.·; . ., :t . . '? .. :. ~' ' . .-~- t : ,. . ,•: ., . . .-, ' . ~ . ,.. l :~~ . ;. ~-Id A~· ~n.l' P.I. . PubJ fc: Work-si Adtltb1t1tr&for ' ... ·-:: . . . • ~ ~ ~ .. y· : •..• ,· ~ . . . .\, .· :.._., I ,~ • • MEMORANDUM NO. 10 PLAZA CAi.\1IN0 REAL -RTA, INC. · P. :'J. 40001 • 00 PHASE IV DATE: TIME: TEL.ECON BETWEEN: February ·20, 1979 ·· 9:30 A.M. tlud Griest, RTA, Inc. and John Sharry, Code Consultants, Inc. SUBJECT: Tenant Exit Corridors _: ;_/ 1~ /4C~Y 0} 0---. ~ -In order to prevent having to re-write all of the leases on the tentative leasing plan for P.C.R., John Sharry was hired by T.M.s.s.c. to try and resolve ·all exit differences between the BuiLding De- partment and our prospective tenant leasing pians. John's statement was that we can keep the leasing pLan as it is if we do the following: In all.tenant spaces that do not have-the required second exit, install two smoke detec·tors. One shall be in the back storage room or.area. The other shall be near the;front entrance into the Mall space. This smoke detector system shall sound an alarm which is audible in the Ma.Ll and shall also activate the smoke control device at the Mall air conditioning units so that ·the Mall will. become pressurized in o.rder to keep all of the smoke into the shop where the fire may occur. This· solution was wor.Ked ou·t by John with Ray Green of the Carlsbad . Building Department and Captain \\'olenchuk of the Carlsbad Fire De- partment • .UG:cm cc: ilo b .Murphy llick Eisenberg Norm Barth Jim Farrell J.D. Rockafellow John Sharry Carlsbad ilLdg. Uept. Carlsbad Fire uept. • i ·-ENGINEERING STANDARD NUMBER 15-100-F1 THERMAL LOAD ESTIMATE CALCULATIONS 1;;-,.t~E Of PROJECT :J{a-... LG:L_. 1:Lc. ~ rz IL I DATE 1 rz..~ 8 .. 1 , I SHEET I OF l-t•-rnnv \?Li:. -z..A. c~"",·"-' o tz:~L. NO. -· DAILY SPACE OR ZONE iAJmnrss· · --·-· ·····----~---·· RANGE ,~ tv\ A-1.. L,.. ELEVATION ,z.~ AIR CONDITIONED 1.4.....0~1 S.F. X / '2. °= 8:,/, I 7-'J; C.F. -.... -------... ____ FT. . r1rv I STATE -···--·--------C4/U .. S6A'D. C.A. LATITUDE 3 ~ ON liEATED 14 &.fitJI J l,.. = 8'1b. I 12.,.-c.F. S.F. X ----~-· COOLING LOAD HEATING LOAD ' C.ONO;TION~· 08 °F WB Of % RH ENTMALPV PEAK PERIOD CONDITIONS DB Of W!NO YEARLY TOTAL ' BTU/LB. AIR VELOCITY DEGREE DAYS -----. --·--~,~t -· -~----·---~4.D 'OUT~lt)l:. ----~ -~-4', HOUR MONTH OUTSIDE 5 20~0 -------- IN::JDE __ 75-_ f~ .JlkJ 1-s.1 INSIDE t:,8_ xxxx AVERAGE WINTER TEMPERATURE ----··--~ l."HfFERCr.;CE .q DBD XX XX xxxx .(, 1 THD DIFFERENCE ZB TOW XX XX I) LM tol\.REA DR QUANTITY) X (FACTOR) BTU/HOUR . TRANSMISSION LOSS . --I TEMP • I GLASS S.F. X [ (~)+ -X .,gGD 1 xxxxx ITEM AREA OR QUANTITY DIFF. FACTOR BTU/HQUR ·----. --' 14-l,01 ~ .'SK'(.l L~U-r.S.~ 1 x + X l I 452.0 S.F.Xt~ t .. \.1> 0 I I EXT-. GLASS X H ..... 4.5..Z..oX( 2~ x 0.1L X I 81&.~.oo z..Jt.,~f!'.. I ' I EXT. NET WALL S.F. X X '----,.-l: $ X [ X + X ) J I ?., lA::f:,o '2..-S X 0,10 88/tl.U-N I I ROOF S.F. X T ---------------I ' ,~ X [ X + X l F~OOR ,.,__ X ' I I ' ' NET WAI.LS S.f. X TETO X u XX Y. XX PARTITIONS ... \ S.F. X X ' ' I ~ t.~ X X I I \. I I I I DOORS S.F. X X I ' X X I I \ I ' l ft I I INT, GLASS S.F. X X ' -M·----------I I ¥ ' N so X X MISC. I 1 I~·-· I I -I I @ 231 J 5"(;,. . --__ I_ . --· ~-X X I I TOTAL TRANSMISSION LOSS ROOF ~\ d.~Q X -, t:5 X 6',IO ~g, J'pO OUTSIDE AIR LOSS XX XX X..- 01tlERS S.F. X T.O. X u xxxxx (A+ B) X U1 X TD\V = to IOI x t.-oR.( x -i.16 @ 3o1 ot'o PARnnONS X X ' (>0 TOTAL HEATING L-OSS @ + @=@ 53f< ?lilt. I I ---~--,-.-I I t-LOOR X X ,. I NOTES: ---· I I © 1";:.'.lllflJG X X I I '2. ~ Bo~w \4 lz AT' e fLS use..D -Of...l ··----------I J -: iNT ._ GtASS X X ' I A-\~ tJl-lr1'$ I I • p,HSr: I I '5~ 400 i3'TVH>. ! TOTAL SOLAR AND TRANSMISSION LOAD Q) I IJ1'J,.'3/x) lfoo t<w-;.. -:St+-15 :;. -·--··----·-- I INTERNAL SENSIBLE LOAD I XX XX X -_____ ., !NO. ;2.e:,,,,-, !'J<'~~~o of f..1-s-R..u.hsa. t,,j.c, ~EA1' A.POE!-'t>. : -10~0 X PEOPLE ~~,NO. . ' X I I ..... 't.'/,l,€)()(. it rc.;t4rs __ Jgo,ooo WATTSX3.4 r. !5 A/c V,Jti'S tJS.fE.D -12.oe,f-Top f " ---- WATTS X J.4 I 1 I 1 MfGHANIZATION .I I co-t~pt..-e.-rE. e:,~l'r!-E-A-(....P 'f -----.. -,z1.,c; ,a,ot_ W11"'H : HV~~T~rf~~~ ·sENSIB=:fL'.'!Ao H.P. X 3000 '\/ G,..l,.J rt t-A ii o.u 0 /, I~ I i'JO( C.Oklt'r2,.c,(... .,o,., .... rD . ----0 © @ ..:l. J.t; 3 ~ :J,,,Jn ' H1TAL SENSIBLE SPACE LOAD + : G,C> l'o-l r r:u;:, ,_ • -------- INTERNAL LATENT LOAO xxxxx 1-jNO. 1000 X • 7-oO .:2 "o Ahl'l !'l:OPl E • ····-· -_1NO. X ' I I I ~~ ,. . -···-·---··-I I : Ml'>C, I I . "·--· © ,;'/.Mke:, ' TOTAL LATENT SPACE LOAD --r I ... . ~ ,,"7: ..• •-.,._ ,.1_ .• TOTAL SPACE LOAD @ + © =® :2.?/3j ~ ,_(y • /4<"",-. \ \ : .. V ' • ·'"-I'()~ . -TOTAL--.~ . ~~ft) • ' S...,..-:J~. .. ,2"1 ·, ... '-~ ... : ... ,.:4,-~ -~~-\ ' , c:., /~.,.... \~-· ... ""' \"~' .. I l\lR SUPPLY CfM = ·-·--= -/(J/ 013 ; ·---· ••• -·· U,x TO J.dJJ.$!_ :,.Q -I lu / (j" .· \ <.l' I MINIMUM A,10'KOFTOTALAIRSIJPPLY: ,I&} /C,"7 CFM ~· 1 ' '' ,' tj/jl/ , OUTSIDE AIR B. EXHAUST AIR= -CFM ; : \_:. .,_t • ... : ; r-TOTAL ·MINIMUM OUTSll)E AIR,,. (A +-8) = 1~ 107 CFM u ~ ;q, a,;, :_A-• ~-I ,t ~·:·~~~·;.:~--~-··: :::.:~:::,:::·:···:·:·:·:-:\. ·-·-~:.:.:::.:.:·'.·:·:·:· ·:: ...... ·:.:.:.;··: ......... :.::. ·k ,. ,-::.cHf.''·l 1,....·AL IVil-· "\i'IV ' OUTSIDE AIR LOAD .. SENSIBLE {A+ 8) XU1 X oao =/P.lt>1 x /.t:if.fxC/@ . C/%t,(J,~ Jlt, . ~t,."\~ -· x 4,,-;xS~ID '2'2:3 /(111-. 41£ 0 F C ~\.\\<J TOTAL (A+B\ XUzX THO =jt:7./1)1 GRAND TOTAL SENSIBLE LOAD @+© =® ~ !1.41 (:/q_(" ------@+@ OR ©+Cv-=@ ,,_ bi( i tJ.q l GRAND TOTAL JOHN R. KERR & ASSOCIATES LOAD WHICHEVER IS GREATER SPACE StNSIBLE RATIO TOTAL SENSIBLE RATIO I r . MECHANICAL ENGINEERS ®=;J_~~-CJ b ffi = 1,. •v-; 1 qq.(_ = ?' . g 7 C:, 8141 EAST SECOND STREET, #202 © ~ 3.!i3 300-O. I 1-to l C:. 44'1.. • .DOWNEY, CALIFORNIA 90241 TONS EiPREFRl~ATION AREA 1¥;-c.,_ JR /ON OF _REFRIGERATION ~c ~I~/ ,a+q~ ~/ g I@ I@ f'J-IONE (213) 869-2028 :; @ l -I '?.41..-. s ' 12,oon I '2.. oOO ,-.... ... ·.'";'""•··''·.· ·"' , ..... __,, .... ,, .. ,,. _' ,,._,.-.-:.v······''· •,•·.•·:-Y·fO;,:, ........ ;,.•: ·'·'.·. ·'· .. , ;. · •·s,_··•·. ,. · :.···,···· ..... , .. ,, .. ,_.··:·•'''.':··:,··--.. ·'.>.•·,·'"·•:'· ,,;., ... ,,,:,,;;•,, . .-,]::,?,::;';·''.c'.?Jf!:c.'{;-J,f,i . - . . . ' ' . ·. · ..... · POOR QUALITY· . · t· . 1 ~ ~ r, . . ' 1. •· · ···. ·oRIGINAL S . I k;_:,. -., ·~ l •• r ;.. . , r i. ,"; ::. j ' /, .··/ :1:· ·-;r,··-~ "-, < . '· ~',I: • r:,{'-j',:~1,~ ~ f: . l" . t i ~ ' -, . ~ • I' . /)'/ ·~1·_,:_ .. _ -::• < ~.t ' ' I 'ffl'~~~~ ... -~.-0'!"!' . .-.-, ..... ; ~"l". --::-· .. •. . . ~:'·',, " ' .. ,'. . . ' .. ~ ,·,' ·:1, : _.:f: ,-' ·~ .:,: ,,... .. ·,--,·, ',,., ,, ·'·' "i;,. ;, -..):---:. · .. '~,:.' , .1, +·-... --~r.: ,. " .. --. . . (:' '· . I\~ .. ,'.;"' .. 1'-. . . '!ll_ ,, " . '., ._.; .,.,_ r' ,,_~.lrt, ·/. r.:,) Li.; . . ,, . :,. :I "1''• •• ' , ::'··.,,· n;:.n:11rn r: l';rA·r, ;nc. t • ,"'!', '•, • I t ' I} ·t•. , 'tjl,•f\(Jr,: ~ : •• 1 •• ~· •• • •• :,~t,1\Y . · , . ., . .,. .. U . :..• ~ .;. u~;· ,r ;: .. ., T:w:11..A.:al"Bll!ElCTT.A.L : DATE• October 30, 1979 T 0: ,J. o·. Rock a.£ el low 2525 E. Camino Real Carl~bad, CA 92008 RE= W E A R E S E N D I G Y O U:: Pl OJ EC T: PLAZA CAMINO REAL P. N~: 40001 • 0 0 Suite 245 MAIL: HAN D1 X GENTLEMEN1 t ~ [I COPIES ·_. HEREWITH 0 UNDER .s EPA RATE COVER -.... -. D SHO p D RA.WINGS lxJ C O P Y O F L Et T .E R D PRINTS D SPECIFICATIONS D TRACINGS-D SA.MPLES D OTHER DESCRIPTION: Letter dated, October 30, 1979 from Victor Gonzales of WIN_TER SHAY ASSOCIATES plus three drawings. FO R1 .. D APPROVA~ 0 ACTION i:J Fll:ES O CORRECTION D AS REQUESTED REMARKS: . .. oiso~ ~~n Coy C Ca -Build;ing Dep~rtment; _V Sob Youman .CJ R E V. I E W [) I N ·F O R M A T I O N O REPLY D RE·SUBMITTAL .. ----- . ~' .., . ; 0 0 IH SOUTH AIIIIOYO P,UIKWAY D PA~A01:NA D CALIP'OIINIA t110I O TELEPHONE (ZU) Ut•19U IU-U7t .' Winter Shay Associates consulting engineers -·· .. --··----------------- October 30, 1979 Ronald T. Aday, Inc. 836 s. Arroyo Parkway Pasadena, CA 91105 Attention: Bud Griest Subject: Plaza Camino Real Gentlemen, RECEIVED NOVI· 1979 CITY _OF CARL llu1/ding Depart!~AO It has beeh brought to our attention that in 2 locations on the .uppe·r level floor our chord or drag reinforcing has been cut as a result of duct openings being installed. Also, on my site visit of October 1.2, I noticed that as a result o.f coring the upper level slab for some plumb- ing lines, our reinforcing had been cut in a third location. Enclosed please find the de.tails which give the locations an~d the corrective measures r$qui,red fo:i; .. t_he above mentioned problems. Please forward copies to the site and also to the Carlsbad Building Dept. · Sincerely,, WIJ..hHAY ASSOCIATES foPd17-Y. Victor Gonzalez. VG:ih . . _____ ·----~-----~~~-~~t~ __ !farvard Blvd:,_ Los Angel~_C;!lif .. 90005 .. __ _ · 896 South Anoyo Pmkway, Pa:!aeleua, Calife111ia 9ll06'··(213) 681-3404- PauI H. Winter S. E. Edwa,rd A. Shay P. E. H. Robert Hoggan S. E.· George K. Kobayashi S.£. Zoltan S. Szabo P. E. Arthur E. Bolster P. E. Victor Gonzales •< . "'-,,,. ,. SHEET NO. ITEM Winter Shay Associates JOB NO. '7 0 to ._oo, ~ DATE lO--Z '"2.-11 0~~ I I.. ~ ~~ e, f-lC''Z-.6 . . ~ ~---- 6x1~-r. \4o~~ ~~r? IN ~l,..A& .;...· ----~.,__Joli f:Xl!i-1. i--,1~f.6l, ~fUt, W~~~ ----------,M Consulting Engineers ENGINEER V~ ... ~oiz. ~rwl'%rz-. wat::>1t-J~ o~ Gi~t?~ _. -60 ~f:,.t!;>,.Art. ~01,.,L.Ov,./ l,, h, C..liY . fU. QU I rt.t::. M e,,t,.J 1"~ __ r:t? l'Z. ~ t? -· --~AIU1JO~~-p~~,wa~ _· -.. l-200> -~OS r H f..6. t ~1"C:.., ..o--'----e-·,•q1;;.--r, Jl.11 e.Ae , _ ~-~1'2-~'fl::.t'Z l?ltv1~N 4-1 Of-.! l;rJ .. t~ L.L.. = 1:J? ~~ U%1? IF tZ~~,~ ~orZ-· -'---d\ ..... ~ ~l?IN6i i i ~iz.ov,o~ w~w f'\~e,~ oi:=- J:l. I\ ~ri o~ 11-1-1~ L~NG1"~ :At-.lr? ~UiT_ Wat) ·10 ~xl<:.1'. /#-II W14 le,1-I HA~ t;.~~ c..ur: ~rz. ".,H~L..L. ~f. OF ~UFf I C..IE.N1 ·~G1"H ,-o Fl'T 1~f-11' AC-¢1N~'T ·:e-)(1 ~-r. rz.e:~ rt, ~ i: '------t?01'1'1:Sa UIJE:-lt-.11?.ICJli~~ t::.X-n=:"-1, 0~ C-ONC.l'Z.~1'~ --ro I'$ ri~ov~ ANO "YZ.~ L,Ac.a;o Ar::-~(Z., N~,W. ~Aa. \':;;, IN r,i,.j;.~ . ., ( . SHEET NO. Winter Shay Associates ITEM r.?E--1Jl.lt.. ~ ~~ e. f ~ t.O !,. Consulting Engineen JOB NO. ,Z 08. I b DATE 10.-t,;z .. jei ENGINEER V6i ;f;:X'lt:Jf, =?-~~ -:-~ . " .:: Q -' i- ,, = ~ \ ~ ' . . .. :: Q -., v ' =~ -- ' . ._ L-[7 --._ .. n (~ '-k '-"" ,1 r?" > I -. . I . I L_· __ -_ ._ ··-LJ -r I/ -- -.. - . ~ - .. . ~'x' I t..--f, t--,'l E:--f AL, ~1'U t? W/4~t..- ~19f. DUC:i or-:'W'6 oo-r-r~o L:,lt---le-INO\CA~t;. e:x.-n;;I-J I or:-~ f:;i i'O ft;,~ 1°0 ~E, rz.i;.t-A OV~'O . CAY2-~ M1.~~T 6€. ,A~f:.+-l W~l:='.-\..:..l rz.~~O\/lN6 COI--JCl2.E:.1f, ~ .A~ NO, TO p,.l.J,/\t;.G~ - ~)( I ~;;t, . IZS=_h.A rZ.. t2,E,(-) L..Jl. C~ . COl-J C. i-t..re 1£, A~ Tt5J"l-"-lt. w . \'2.~(I.. I!,. IN f-'I.-AC£-, C9t-JC:::rtfS.1'~ - '$1-1.6-l.-t.. 1:iG L..IGH1"Wi16iHf '300::, P~I o ib t:'A-(S -1f-JS~-f10N ts'f' ~riu-r'<" rN ~r?~-rotz. rzt:.ti t?. ~x,~1'. "?-~9 COrz,rl,-~flV~ VJOYllt... ~~-~'~ ~Ut=; --ro 6U111N G OP GH-O~J::), t2..e-.1.t-J~O~l~~--iEA,J1 • ...1• .. ~ • f'ROJECT 1·~2/4 C.AMll--k'? ;?.E,At... ITEM WE-l-~I h.l~ or;-tzl:6At2 IN · II Chcr2 l,' S J it.,11 ,A rt.EA Winter Shay Associates Consulting Engineers SHEET NO. JOB NO. -Z.Ob, I~ DATE le:?-~O-?"! ENGINEER y~ ...___ A,.t?t?'t. ~· L,Oi-,,J6i VJW? ~l;. ,t..."f aN1EJ?. OF' ~ ~ (?!' WE-LJ? ~ ~-~~ , A.O. REED &CO. SINCE 1914 MAIN OFFICE: 4777 RUFFNER ST. AT ENGINEER RD. • SAN DIEGO, CA 92111 • (714) 565-4131 BRANCHES: 255 E St. • Chula Vista, CA 92010 • (714) 426-6820 518 N. Quince St.• Escondido, CA 92025 • (714) :;i:,rn 1;;115 AI_R .CONDITIONING/HEATING/PLUMBING/ENERGY MANAGEMENT /SOLAR HEATING SYSTEMS July 11, 1979 City of Carlsbad Building Inspection Department Carlsbad, CA 92008 Attn: Ray Re: May Co. Store -Plaza Camino Real Plumbing Permit Application Dear Ray: As per your request, the following is a list of suites pertaining to our plumbing permit application in which we will be extending- the existing sewer & water lines.: Suites: 134 136 140 142 148 162 164 169 236 250 254 257 259 262 264 279 281 If you have any questions regarding this matter, please feel free to contact me. Sincerely, A.O. REED & CO. -4 ~ Gary Butcher GLB/lmb Fl£c£1v£0 JUL C!i 121919 -YOFc · Building D 'AR LS BAD epartment YOU HAVE TO BE BETTER TO BE NUMBER ONE. YOU HAVE TO BE BEST TO STAY THERE! Contractor's License No. 77;31 • FORM 1!1 JP Testing Engineers-San Diego I 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 -1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE. TWO. Permit 1fa7 8-5 75 7 JOB: ADDRESS: YEAR: LAB NO. C34 1433 Sears -Carlsbad 2525 El Camino Real Carl_sbad, California 1979 DATE CAST LOCATION IN STRUCTUF!E MO; DA. 4/30 2nd floor slab, Line 't.lEII from 9 to 10. Sears 1fa78 A- B-C. Made by TESD. 1434 4/30 2nd floor slab, Line 13 from "D".to "E" • Sears 1fo79 A- B-C. . Made by TESD. 2268 6/27 Slab topping for Automotive . Building • Sears 1/:87 A-B. Made by TESD. (1) Sear13,, Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company,~t · C. Jensen (.1-) City of Carl shad (1) Conrock • THC:kh -- Mix No __ 3_3_-_24_6 __ P ___ UM_r_P _____ SPEC. 28-DA Y STR. 3000 Psi TV:PE_I_I----'_CEMENT_--'--',5 __ • _7 __ _ 4 Sey SPEC. SLUMP -~-IN. ADMIX. __ Po_z_z"""'._3_0_0_N.,...&_M_B_A_E ___ _ AGG. SIZE 1 IN. * ST.OREO Ile CUR!;D, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP 7-DAY 28-DAY IN, 4\ 2410 3640 4~ 2480 3890 6~ 2790 3540 JUL 2 '"i 1CJTJ CITY OF CHRLSBA) B-uilding Department OTHER TEST AGE RESULTS 60"."day *Disc. 60-day *Disc. ----- 1/:12882 : DATE MAILED -. - 5/11/79 6/1/79 7 /5/79 7/26/79 -• f Jn Testing Engineers-San Diego nou 3467KurtzSt., P.O. Box8098.5, San Diego, Ca. 92138 (714)225-9641 LJi JJ 1903 West Vista Way, Unit B_, Vista, California 92083 (71_4) 758-3730 FORM 111 JP FILE No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit tfa78-5757 JOB: Sears -Carlsbad Mix No __ 3~3-'--_2_4_6 _P ___ lJM'._~_P __ SPEC. 28-DAY STR. 3000 PSI ADDRESS: 2525 El Camino Real Carlsbad, California TY.PE_I_I __ CEMr;NT 5. 7 4 Scv SPEC. SLUMP _....;.,__IN. ADMIX. __ Po_z_z_._3_0_0_N_&_M_B_A_E~---AGG. S1z_E_l __ lN. * STORED Sc CURED, NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. C34 DATE. CAST MO. DA. LOCATION IN STRUCTURE SLUMP IN. 7-DAY 28-DAY 1433 4/30 2nd floor slab, Line "E" from 9 to 10. Sears #78 A- B-C. Made by TESD. 2410 3640 1434 4/30 2nd· floor slab, Line 13 from "D" to "E" •· Sears 1/:79 A- B-C. · Made by TESD. 2480 3890 2268 6/27 Slab topping for Automotive· Building. Sears #87 A-B~ Made by TESD. 2790 (1) (2) (1) (1) (l-'f (1) RE CEIVEf~ .. UL 6 1! 79 CITY _Cf CAii LSBA' Bu,Jc ,ng Depa"tment . Sear~,, Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. Jensen City of Carl shad J:c)/V"? Conrock V/---7 .THC:kh TEST AGE OTHER RESULTS 60-day *Disc. 60-day i:Disc. 1fo12882 ; DATE MAILED 5/11/79 6/1/79 7 /5/79 --FORM 10 JP' I( !n Testing Engineers-San Diego - _ nou 3467KurtzSt.1 P.O. Box-80985, San Diego, Ca. 92138 (714)225-9641 LJj JJ 1903 West Vista Way, Unit B, Vistt;1, California 92083 (714) 758-3730 FILE No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS TWO PAGt:.----- Permit 1fa78-5757 JOB: -Sears -Carlsbad MIX No 33-243 PUMP SPEC. 28-DAY STR. 25.00 Ps1 ADDRESS: 2525 El Camino Real TY.PE C CEMENT 5.3 SCY SPEC. SLUMP 4 IN. Carlsbad, California ADMIX. Pozz. 300 N and MBAE AGG, SIZE l IN. ·*STORED 8: CURED, NOT TESTED Y.EAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. DATE C34 CAST MO. DA. 710 3/2 737 3/5 LOCATION IN STRUCTURE Line 7 and 8 from "B" to "c". Sears 1J:44 A-B-C. Made by 'J.'ESD. Line 4 and 5 from ''D" to "E". · Sears-1J:45 A-B-C. Made by TESD. SLUMP IN. 2-_3 /4' 738 3/5 Line 3 and 4 from "B" to 3-3/4 1897 5/30 "c". . Sears 1J:46 A-B-C. Made by TESD. Truck unloading ramp between 5\ Line 9 & 10, approximately 40 1 north of Line "A". Sears #86 A-B-C. Made by TESD. (1) Sears Roebuck and Company (2) McClellan/Cruz/Garylord & Associates (1) Ruthroff and EIIBlekirk (1) R:G. Fisher Companyi?At n-: C. • Jensen (t) City of Carlsbad ,):~ · (1) _ Conrock (/i ." THC:kh . OTHER. 7-DAY 28-DAY TEST RESULTS AGE 2420 3360 60-day *Disc. 2940 3890 60-day *Disc. 3180 4030 60-day *Disc. 2260 · 3380 60-day *Disc. 1J:12882 ; DATE MAILED 3/9/79 3/16/79 3/20/79 4/6/79 6/8/79 6/28/79 IJ --fC fn Testing Engineers-San Diego nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJrr ) 1903 West Vista Wa , Unit B, Vista, California 92083 (714) 758-3730 FILE No._5_0_1_9_-_2_ SUMMARY OF COMPRESSION TEST RESULTS Permit 1fa78-5757 JOB: Sears -Carlsbad MIX No 33-243 PUM:E' SPEC. 28-DAY STR. ADDRESS: 2525 El Camino Real TYPE ·c CEMENT 5.3 .Scv SPEC. SLUMP Carlsbad, California · ·FORM IS JP 2500 PSI 4 IN . ADMIX. Pozz. 300N and MBAE AGG. SIZE 1 iN. YEAR: LAB NO. C34 710 737 738 1897 1979 DATE CAST MO. DA. 3/2 3/5 3/5 5/30 LOCATION IN STRUCTURE Line 7 and 8 from "B" to "C". Sears 1/44 A-B-C. Made by TESD. Line 4 and 5 from ''D" to "E". Sears 1/45 A-B-C. Made by TESD. Line 3 and 4 from "B" to "c". Sears 1/46 A-B-C. Made by TESD. Truck unloading ramp between Lirie 9 & 10, approximately. 40' north of Line "A 11 • Sears #86 A-B-C. Made by TESD. (1) (2) (1) (1) (1..,,) ... Sears Roebuck and Company McClellan/Cruz/Garylord & Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. Jensen ---Cl) City of Carlsbad ~ Conrock • THC:kh * STORED B< CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN, 2-3/4 3-3/4 5\ OTHER 7-DAY 28-DAY TEST RESULTS AGE. 2420 3360 60-day *Disc. 2940 3890 60-day *Disc. 3180 4030 60-day *Disc. 2260 1/12882 .• DATE MAILED 3/9/79 3 /16/79 3/20/79 4/6/79 6/8/79 • \I --FORM I PAGE I JP f . f n Testing Engineers-San Diego . . · nau 3467KurtzSt., P.o: Box 80985, San Di'ego, Ca. 92138 (714)225-9641 LJi J 1903 West.Vista Way, UnitB, Vista, California 92083·(714) 758-3730 LABORATORY NUMBER SD34-1971 INSPECTION REPORT DATE June 7, 1979 FILE: 5019-2, Permit 1fo78-5757 INSPECTION OF Reinforced Concrete JOB: Sears -Carlsbad FABRICATOR oR ERECTOR: R .G. Fisher Company CoNTRAcTOR, R .G. Fisher Company ADDREss, 25 25 El Camino Real, Carlsbad, California SHOP __ _ FIELD. XXX PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP, HRS. INSPECTOR DATE 5 /30 /79 REG, HRS. 6.0-1~ 0, T. HRS. 0.5 REINSP. HRS. INSPECTOR J.E. Hanssel DATE REG. HRS. O,T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0, T. HRS. REINSP. HRS, INSPECTOR DATE REG. HRS. 0, T. HRS. REINSP. HRS. INSPECTOR (1) REPORTED To: (2) (1) (1) )Pf Reinforcing Steel: ASTM A615, Grade 60. Concrete Mix : 33-243 (5.3 sks., 2500 psi). Inspected placement of· reinforcing steel in slab-on-grade and curbs in loading and unloading truck ramp, north side between Lines 7 and 10. None of the 208 reinforcing bar splices were staggered per Ge~eral Note D-2, Sheet s-10. Notified assistant superintendent who o1o~rnA rn nlace concrete. Witnessed placement of approxirnateLy 1~1.0 cubic yards of -concrete in tne above area. · Cast three test samples, marked Sears 1fo86 A-B-C, with 5~" slump, between Line 9 and 10, approximately 40 1 -0" north of Line "A". * Hours prorated with other work. Sears, Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. Jensen City of Carlsbad o(J THC :kh . TESTING DIEGO --t f n Testing Engineers-San Diego -nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJj J ·1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM Ill J~ FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAG,:,,.E .... -_FO-'--''--'U'-R __ _ Permit 4fa78-5757 JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE C34 CAST MO. DA. LOCATION IN STRUCTURE 1574 5/9 · Walls of stair platform, Line 10 from '¼.. 8 11 to 11B. 2". Sears #85 A-B-C. Made by TESD. (1) (2) (1) (1) /<el!")"' Sears, Roebuck and Company McClellan/Cruz/Gaylord and Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. Jensen City of Carl shad a THC:kh MIX No. 33-260 GROUT PUMPsPEc. 2e.DAY STR. 2000 PSI TY.PE CEMENT 6.5 Sey SPEC, SLUMP 8 IN. ADMIX. Pozz. 300R AGG. $171; 3/8 IN * STORED 8: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI .' DATE MAILED SLUMP IN. 8~ 7-DAY 2390 28-DAY 3410 TEST AGE OTHER RESULTS 60-day *Disc. 5/18/79 6/8/79 ----(( fn Testing Engineers-San Diego · · nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi J/ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 111 JP FIL.E Np._.;::;..5=01=-:9:;....--=2"--SUMMARY OF COMPRESSION TEST RESULTS PAGi:.-F _T __ .HR_E_E_ Permit 4F78-5757 JOB: Sears -Carlsbad ADDREss: 2525 El Camino Real Carlsbad, California YEAR: LAB NO. C34 1143 -':1242 1302 1979 DATE CAST MO. DA. 4/10 4/16 4/19 LOCATION IN STRUCTURE Third lift, Line ''E" from 13 no 15. Sears #65 A-B- e. Made by TESD. Final lift, Line "E" from 12 to 13. Sears #69 A-B-C. Made by TESD. Final lift, Line "C" from 15 to 16. Sears #74 A-B- C. Made by TESD. Mix No 33-260 GROUT PUMP SPEC. 28-DAY STR. 2000 Psi TY.PE ___ CEMENT ___ 6-_.5 ____ Scv SPEC. SLUMP 8 · tN. ADMIX. ___ Po_z_z_._3_0_0_R ______ _ AGG. 517F 3 /8 IN * STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SL.UMP IN. OTHER 7-DAY 28-DAY 2080 3210· 60-day *Disc. 1970 3210 60-day *Disc. 2190 3260 60-day *Disc. : DATE MAILED 4/19/79 4/27 /79 5/4/79 5/11/79 5/18/19 5/24/79 6/1/79 6/8/79 1355 4/24 Pier at "G" to ''G.5", 10'-0" --- west of Line 10. Sears #76 2800 4230 60-day ,~Disc. 1422 4/26 1515 5/2 1542 5/7 A-B-C. Made by TESD. Pier, Line 3.5 to 3. 8, 10 1 -0 11 south of Line ''L", final lift. Sear~ #77 A-B- e. Made by TESD. Piers at north side, 2nd lift. Sears #81 A-B-C. Made by TESD. Pier at Line 1.4 to 1.8, 10 1 -0" north of Line "A", final lift. Sears 4/:83 A-B- C. Made by TESD. (1) Sears Roebuck and Company (1) McCle1lan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn· C Jensen ~1-r" City of Carlsbad ~ THC:kh 2660 3730 . 60-day *Disc. 9 2980 4190 60-day *Disc. 7 2040 3000 60-day *Disc. 4Fl2882 • -,~ORM 4 Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vis_ta Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File 115019-2, Permit 1178-5757 Joe, Sears -Carlsbad AooRl!ss, 2525 El Camino Real, Carlsbad, California OwNl!R: Sear~, Roebuck and Company ARCHITECT: Mc Cle 11 an/ Cruz /Gaylord & As soc iate s ENGINl!ER: Ruthroff and Englekirk CONTRACTOR: R .G. Fisher Company, l.ADORI\TORY NUMBER C34-1573 MARK ON SPECIMEN Sears 4184 A B DATE May 18, 1979 June 6, 1979 0 Rli:G. WT. CONCRETE O CORES 0 LIGHT WT. CONCRETE ~ MORTAR 0 GUNITE O GROUT C LOCATION IN STRUCTURE Wall at Line 10, 60 1 north of "A", 2nd lift BRAND OF CEMENT USED BRAND AND TYPE OJI' ADMIXTURE SOURCE OF SAND • • •• • SOURCE OF ROCK MIX PROPORTIONS OR NUMBER -SUPPLIER (CONCRETEl • TRUC~ No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SP£CIMENS MADE BY DATE MADE DATE RECltlVED . . . . . DATE TESTED . . . . AREA, SQUARE INCHES . . ULTIMATE Lo,o.o. Las. . . . . . . . . CRUSHING STRENGTH LBS. PER. SQ. IN. AGE TESTED. DA Ya UNIT WEIGHT, LBS. f'l!:R. CU. l"T. SP'ECIFIED STRENGTH REP.ORTED To: Colton, Type I-II Flintkote Lime and Color 416565 Sorrento Sand Company 3~ sand, 1 cement, 1/4 lime Job.Mixed Testing Engineers-San Diego May 9, 1979 May 11, 1979 May :.16, 1979 3.14 7440 2370 7 June 6, 1979 3.14 11460 3650 28 2000 psi CLIENT (1) (2) (1) (1) (1) Sears, Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. Jensen ,w Jll;,FY of Carlsbad M THC :kh Stored & cured, not tested REVIEWED BY. AN DIEGO R.E. 4112882 JP --({ . fn Testing Engineers-San Diego nou 3467KurtzSt., P.O. Box80985; SanDiego,Ca. 92138 (714)225-9641 r JJrr ] . . · nit B Vista California 92083 714 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS Fermi t 1fa78-5757 FORM 14 J;, JOB: Sears -Carlsbad 2525 El Camino Real Carlsbad, California Mi·x No 33-260 GROUT PUMP SPEC. 28.DAY STR 2000 Psr ADDRE$5: YEAR; 1979 LAB NO. C34 1143 :-1242 1302 1355 1422 1515 1542 DATE CAST LOCATION IN STRUCTURE MO. DA. 4/10 Third l;i.ft, Line ''E".from 13 ~o 15. Sears #65 A-B- C. Made by TESD. 4/16 Final lift, Line "E" from 12 to 13. Sears #69 A-B-C. Made by TESD. 4 /19 Final lift, Line "c" from 15 to 16. Sears #74 A-B- e. Made by TESD. 4/24 Pier at "G" to "G.5", 10'-0" west of Line 10. Sears 1fo76 A-B-C. Made by TESD. 4/26 5/2 5/7 Pier, Line 3.5 to 3.8, 101 -0 11 south of Line ''L ", final lift. Sears #77 A-B- C. Made by TESD. Piers at north side, 2nd lift. Sears 1fo81 A-B-C. Made by TESD. Pier at Line 1.4 to 1.8, 10 1·-0" north of Line "A", final lift. Sears #83 A-B- C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates· (1) Ruthroff and Englekirk · (1) R.G. Fisher Company, Attn: c.· Jensen ~(~"')-Qity of Carlsbad 9., U\? THC:kh TY.PE ___ CEMENT __ 6 __ ._5 __ SCY SPEC. SLUMP __ 8_IN. ADM ,x. __ =.Po=-z=.:z::..:,_ •. -=3:..::0:..::0.;::.R=----'----,---AGG. Sl:ZE..___3 ..... /_8 __ ._IN. * STORED Be CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : OTHER DATE SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE ---2080 3210 60-day *Disc. 4/19/79 4/27 /79 5/4/79 1970 3210 60-day *Disc. 5/11/79 ---5/18/79 5/24/79 6/1/79 ---2190 3260 60-day *Di·sc. ' ---2800 4230 60-day *Disc. 2660 3730 60-day *Disc. 9 2980· 4190 60-day *Disc. 7 2040 1fa12882 --FORM 111 JI' ({ · !n Testing Engineers-San Diego nou. 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 LJi JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Pe-rmit 1F78-5757 JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: ·1979 LAB NO. C34 1433 1434 DATE CAST MO. DA. 4/30 4/30 LOCATION IN STRUCTURE 2nd floor slab, Line "E" from .9 to 10. _ Sears 1fa78 A- B-C. Made by TESD. 2nd floor slab, Line 13 from "D" to "E". Sears 1F79 A- B-C. Made by TESD. (1) Sear~,-Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C-. Jensen ....,(..J..,,.) City of Carlsbad /JaP (1)"'-conrock \Jl\ THC:kh Mix No __ 3_3_-_24_6_P_UM_P __ SPEC. 28-DAY STR. . 3000 PSI TYPE_I_I __ CEMENT_-=-5..:..•.c_7 __ _ Sey SPEC. SLUMP 4 IN. ADMIX. _..;:;P..::.o=-z=-z·..:.." _3::...0::...0::...:N::.:._:&~MB=-A=E=------AGG. SIZE 1 IN. * STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : OTHER DATE· SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN, AGE 4\ 2410 3640 60-day *Disc. 5/11/79 6/1/79 4\ 2480 3890 60-day *Disc. R £«~ £ g I,£ 0 Jlfl/4 19 TY OF 11 E CAR·! r-.0 Ul.,d. ·-1 • ·· ·· A f) In ··-.:'.: '~ De .. ~~ r . ; . • ;,I,., ,f; ... , .. .i ;: ,'[ TESTING ~~~RS, SAN DIEGO R•v"i)i:J/4, _ . . I ~ § . T.H. Chapman, R.E. #12882 --f !n Testing Engineers--San Diego +-(]'OLJ 3467KurtzSt.,P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1!, _ ( J 1903 West Vista Wa , Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS Permit 1fo78-5757 JOB: Sears -C_arlsbad MIX No. 33-245 SPEC. 28-DAY STR. ADDRESS. 2525 El Camino Real TYPE CEMENT 5.5 Scv SPEC. SLUMP qarlsbad, California ADMIX. Pozz. 30QN AGG. 517£ YEAR: 1979 LAB NO. DATE C34 CAST LOCATION IN STRUCTURl,Z MO. DA. 232 1/24 Column pad, Line 11H11 at 5. Sears #20 A-B-C. Made by TESD. 234 1/25 . Column pad, Line 11B11 at 2. · Sears #22 A-B-C. Made by TESD. 263 1/2~ Column pad, Line 11D11 at 10. Sears #23 A-B-C. Made by TESD. 1516 5/4 Footing for wall, Line 10 from "A" to 75 '-0" north. Sears_ 1fo82 A-B-C. Made by TESD. ( 1) (2) ( 1) ( 1) Sears, Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk -~(-1..) ( 1) R.G. Fisher Company, Attn: C. Jensen · City of Carlsbad Conrock THC:kh * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH._PSI SLUMP IN. 4~ 5 4 OTHER 7-DAY 28-DAY TEST RESULTS AGE -2480 4630 60-day *Disc. 2180 4190 60-day *Disc • 2550 4260 60-day *Disc. 2650 4240 60-day *Disc. : FORM IG JI' 3000 PSI 4 IN. 1 IN. DATE MAILED 2/2/7 9 2/23/7 9 5 /11/7 9 6/1/7 9 -· -f In T~sting Engineers-San Diego . nau 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi JJ 19_03 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File //:5019-2, Permit :/f.78-5757 Joa, Sears -Carlsbad ADDRHs, 2525 El Camino Real, Carlsbad, California OWNER, Sears, Roebuck and Company AR<..HJTECT: McClellan/CrU2:/Gaylord & Associates ENGINHR: Ruthroff and Englekirk CONTRACTOR, R .G. Fisher Company LABORATORY NUMBER C34-1444 MARK ON SPECIMEN Sears //:80 A B DATE May 8, 1979 May 30, 1979 0 RIEG. WT. CONCRETE O CORI!& D LIGHT WT. CONCRETE ~ MORTAR D GUNITE D GROUT C LOCATION IN $TRUj:TURE Second lift, pier at 1.5, 101 -0 11 north of "A" BRAND OF CEMENT U81:D • BRAND AND TYPE OP' ADMIXTURE SOURCE Of' SAND SOURCE OF ROCK MIX PROPORTIONS OR NUMl!lltR SUPPLIER (CONCRETE) TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENS MAOE BY • DATE MADE DATE RECEIVED . . . DATE TESTED . . . . AREA, SQUARE INCHES ULTIMATE LOAD. LBS. . . . . . . . . . . . . .,, .,. . . . . . . . . . . CRUSHING STRENGTH LBS. Pl!:"R. _so." IN. AGE TESTED, DAY• . . . • • UNIT WEIGHT, LBIIJ. PER. CU. PT. SPECIFIED STRENGTH REPORTED To: Colton, Type I--II, Low Alkali Flintkote Lime, Type "s", and Sorrento Sand Company 1 cement, 3~ sand, 1/4 lime Job Mixed Testing Engineers-San Diego May 1,, 1979 May May 2, 8, 3.14 5920 1890 7 1979 1979 May 29, 1979 3.14 7980 2540 28 2000 psi CLIENT (1) Sears, ·Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. J~nsen ~ty of Carlsbad di THC:kh Stored & cur~d, not tested TESTING ENGINEERS ~N REVIEWED BY. 1 / I _J _--::,ill~ DIEGO I fi T.H. Chapman, R.E. :/,l,12-8-82 .JP --ff fn Testing Engineers-San Diego . {1'QLJ 3467KurtzSt., P.O. Box8~985, San Diego, Ca. 92138 (714)225-9641 'i jJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORl,I 18_ JP' Fl LE No. _;:;...5 0=1=9c...--=2=---SUMMARY OF COMPRESSION TEST RESULTS PAGEt:,,.._T_HR=--E __ E;..._ Perrni t 1178-5 75 7 JOB: Sears -Carlsbad . ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: LAB, NO. C34 1143 \1242 1302 1355 1422 1515 1542 - 1979 DATE CAST MO. DA. 4/10 4/16 4/19 4/24 -4/26 5/2 5/7 LOCATION IN STRUCTURE Third lift, Line ''E" from 13 .t!o 15. Sears 1/:65 1\-B- c. Made by TESD. Final 1 i ft , Line "E II from 12 to 13. Sears #69 A-B-C. Made by TESD. Final lift, Line "c 11 from 15 to 16. Sears #74 A-B- C. Made by TESD. Pier at "G II to ''G. 5 11 , 10 1 -011 _ west of Line 10. Sears #76 A-B-C. Made by TESD. Pier, Line 3.5 to 3.8, 10 1 -0" south of Line ''L 11, final lift. Sears #77 A-B- C. Made by TESD. Piers at north side, 2nd lift. $ears #81 A-B-C. Made by TESD. Pier at Line 1.4 to 1.8, 10 1 -011 north of Line "A", final lift. Sears #83 A-B- C. Made by TESD. (l} Sears Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn· C Jensen ,...(,l,.l._City of Carl shad 1:1(?. · THC:kh Mix No 33-260 GROUT PUMP SPEC. 28-DAY STR 2000 PSI TYPE CEMENT 6.5 Sey SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. SIZE 3/8 ]N. • STORED a CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 9 7 7-DAY 28-DAY TEST AGE OTHER RESULTS 2080 3210 60-day *Disc. 1970 3210 · 60-day *Disc. 2190 3260 60-day *Disc. 2800 4230 60-day *Disc. 2660 3730 60-day *Disc. 2980 2040 1/:12882 DATE MAILED 4/19/79 4/27 /79 5/4/79 5/11/79 5/18/79 5/24/79 .e -FORM I PAGE \ JP Cr§D:Yn Testing Engineers-San Diego rtau 3467KurtzSt., P.O. Box-80985, San Diego, 9a. 92138 (714)225-9641 Uc ·i 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-1722 R EGEJ¥licl) DATE May 16, 1979 FILE, 1/5019-2, Pennit 1/78-5757 IM~~if"2 21,~:79 General Inspection JOB: Sears~ Carlsbad CITY QF CARLSB/J D FABRICATOR oR ERE<:=ToR'Masonry Builders/ . Bu.ildina Denar.tm.ent Brawley/Riverside/R.G.Fisher/Wincon &> ~ CoNTRAcToR, R.G.Fisher ADDREss, 2525 El Camino. Real, Carlsbad, Califor SHOP __ _ FIELD XXX PLANT---,--,-- DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR. DATE 5/7 /79 REG. HRS. 8 • 0 O.T. HRS. REINSP, HRS. INSPECTOR Lewis Sullivan DATE REG. HRS. 0. T.HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR Reinforcing Steel: Steel: Electrodes: Mortar: Grout: Concrete: · Decking: Ceritfied Welders: ASTM A-615, Grade 40 & 60 ASTM A-36 · AWS E-7016 & 7018 (2000 psi) #33-260 (6.5 sk, 2000 psi) #33-246 (5.7 sk, 3000 psi) #33-245 (5.5 sk, 3000 psi) Vercor·B-30 H. Rippe, L.Arvidson, R.White, W.Short,>C.Ardolino D. ·'Hawkins, and J. Butler Reinforced Masonry: .Inspected ]biacing of reinforcing steel, per Detail 7A/S-11, and laying of masonry units, in lift of retaining wall, Line 10, nA" to 75'-0" north. Inspected placing and consolidation of 9 cubic yards of grout mix 33-260, in following walls: final cap at roof level, line 2'-0" west of 11, 11C" to "C.8"; final lift at piers 10'-011 north of "A" line at 1.4 to 1.8 anq. 4.8 to 4 • .5 lines, 1st lift at retaining wall, line 10, "A" to 75'-0" north. Cast 3 test samples of grout, marked "Sears #83-:-A, ff 83-B & # 83-C. Decking: Inspected plug welding of decking sheets to structural roof beams, .. in areas"B'~ to "H" & 9 to 10. Inspected welding of side seams of roof decking sheets, in follow:i.ng areas: ''A" to "B" & 9 to 10; 11G11 to "J" & 8 to 10; canopy at 10 to 10'-0" west & "G" to "J"; Structural Steel Assembly: Inspected erection and bolting of north canopy from ~'A" to 10'-0" north, lines 3 to .5. Inspected and -approved welding of threaded studs to roof beams, for holding of ·wooqen curbs, at following locations: line 2, "F" to "G"; line 2, "D" to "E";~line 3, !'!C11 to "D"; line "F", 4 to 5;line 8, "I" to "J11 ; line "F", 6 to 7. -FORM I JP LABORATORY NUMBER SD34-1722 . JOB: Sears -Carlsbad DATE May 16, 1979 DATE 5/8/79 REG. HRs.4. 5 0. T. HRS. REINSP. HRS. INSPECTOR DATE -REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 5/9/79 REG. HRs,s. o 0. T. RRs: 0.5 REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 5/10/79 8.0 REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected placing of reinfor~ing•steel and laying of masonry units, in 1st lift of walls for stair landing, per A/S-3 and note 2 on sheet S-1, at line 10, "A.8" to "B.2". Inspected building of 2nd lift of wall at line 10, "A" to 28'-0" north. Structural Steel Assembly: Inspected erection and bolting of north canopy, at "A" to 10'-0" north,. lines 1.5 to 3 and 5 to 6. Decking: Inspected alignment and tack welding of roof sheets ,lines 13 to.15 & "C" to "E". -Inspected.welding of side sea.ms of roof decking i'!l area "B" to 11G11 & 8 to 10. Reinforced Masonry: Inspected placing of reinforcing steel, per detail 7A/S-11, and laying of masonry units in retaining wall, finai lift,·· iine 10, from 28 '-011 to 72 '-0" north of line. "A". Cast 3 test samples of mortar, marked "Sears //84-A, #84-B, & //8-4-C. Inspected p;l.acing and consoli- dation of 9½ cubic yards of_ grout mix 33-260,. in final lift of wall at 10 line, "A" to 72'-0" north and walls of stair platform. support at line 1,0, "A. 811 to "B..,.2". Cast 3 test samples of grout, marked "Sears //85 "A" "B". & II C". Structural Steel Assemqly: Inspected and approved welding of 2½ x 2½ x ¼ continuous angle to underside of 2nd floor beam, per detail 14/S.9, at line.· "G.8", 5 to 6. Inspected welding of½" diameter threaded stubs to roof beams at air conditioning curb, line 8,"Ci' to "D", per detail 18/A-28. Decking: Inspected alignment and partial welding of roof decking sheets, in areas 15 to 16 & "C'' to "E" and 10 to 13 & "C" to "E'!, per pattern shown on Wincon drawing 6 of 6, approved 2/7/79. Reinforced Masonry: Clean up only. Decking: Inspected plug welding of roof decking to structural i;mpport, in areas as follows: lines 10 to 15 & "C" to 11E11 ; line "C" to 8'-011 north & 12 to. 15.6; line "E" to 8'-0" south & 11 to 15.6. Inspected welding of side seams of roof deck, 10 to 11 & "C.11 to "E". Structural Steel Assembly: Inspected welding of 2½ x.~½ x ¼ angle to under- side of 2nd floor beams, p_er detail 14/S-9, at line "I.2", 5 to 6 and lines --i fn Testing Engineers-San Diego · nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJL;J 1903 West Vi$ta Way, Unit B, Vista, Califomia·92083 (714) 758-3730 FORM I .JP 3 LAl:30RATORY NUMBER SD34-1722 JOB: Sears -Carlsbad DATE May 16, 1979 DATE 5/10/79 REG. HRs.CONT. O.T.HRS. REINSP. HRS. INSPECTOR DATE 5/11/79 REG. HRs.8 • Q 0. T.HRS. REINSP. HRS. INSPECTOR 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 DATE REG. HRS. O.T. HRS. RE_INSP. 1:-iRS. INSPECTOR 5 &· 6, 11G.8 to "I.211 • . ,. Decking: Inspected and approved welding of Z-bar closures to edges of. decking sheets, roof elevation, lines 16, "C 11 , "E" and edges of north and south canopies of automotive bldg. Inspected and approved seam welding of sides of roof decking sheets in area 11 to 16 & "C" to 11E" and canopies north of 11C11 line & south of "E11 line, automotive building. REPORTED To: (1) Sears Roebuck and Company 1 ,(2) MeClellan/Cruz/Gaylord & Associates (1) Ruthroff & Englekirk (1) R.G. Fisher Company, Attn: C. Jensen ~Cit,.y_pf Carlsbad THC: sqs f/12882 --FORM ,t ~a Testing Engineers-San Diego na{J 3467KurtzSt., P.O. Box 80985, San Diego, Ca~. 92138 (714)225-·9641 LJi{r-.,, 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5019-2, Permit #78-5757 , DATE April 30, 1979 Joe, Sears -Carlsbad May.21, 1979 ADDRESS: 2.525 El Camino Real, Carlsbad, California OWNER: Sears, Roebuck and Gompany ARCHITECT: McClellan/Cruz/Gaylord & Associates 0 REG. WT. CONCRETE O CORE& ENGINl!:ER: Ruthroff and Englekir,k Q LIGHT WT. CONCRETE ~ MORTAR CoNTl'tACTOR, R .G. Fisher Company 0 GUNITE O GROUT LAE30RATORY NUMBER C34-1354 MARK ON SPECIMEN Sears ffa75 A B C LOCATION IN STRUCTURE Pier at Line 6 to 6.5, 10'-0" south o-f "L" BRAND OF CEMENT USIED . . . Colton Low Alkali, Type I-II BRAND AND TYPE 01'1' ADMIXTURE SOURCE OF SAND . . . . . . Flintkote Lime, Type "s", and Colo:r: 4/:6565 Sorrento Sand Company SOURCE OF ROCK -. . . . MIX PROPORTIONS OR NOMl!ll:R . .SUPPLIER (CONCRETE) .. . . . TRUCK No. & TICKET No. -. . . SLUMP OR KELLY BALL . . . . TEMPERATURE OF AIR . . . .,.. TEMPERATURE OF MIXTURE . . .. SPECIMENS MADE BY . . . . DATE MADE . . . . . QATE RECEIVED . . . . . . DATE TESTED . . . . . . AREA, .SQUARE INCHES . . . ULTIMATE LOAD. LB8, . . . . CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED, DA va . . . . UNIT WEIGHT, LBS. 1"11!:R, CU. l'T. Sl"ECIFJED STRENGTH REPORTED TO: 1 cement, 3~ sand, 1/4 lime Job Mixed Testing Engineers-San Diego April 23, 1979 April 24, April 30, 3.14 5660 1800 7 1979 1979 May 21, 1979 3.14 9340 2970 28 2000 psi ct.:1ENT . (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates .(1) Ruthroff and Englekirk .......__~~) R.G. Fisher Company, Attn: C. Jensen ~carlsbad // THC:kh Stored & cured, not tested TESTING ENGINEERS• SAN DIEGO REVIEWED BY. /l_ . ; / . ~lll~h T .'H. Chap~#{', R.E. 4112882 --.. ,JI fn Testing Engineers-San Diego . nau 3467KurtzSt., P.O: Box 80985, San Diego, Ca. 92138 (714)225-9641 LJj J/ 1903 West Vista Way, Unit B, Vista, Califor11ia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS P-ORM 4 File #5019~2, Permit #78-5757 DATE May 18, 1979 Joa, Sears -Carlsbad AooRHs, 2525 El Camino Real, Carlsbad, California OWNER: Sear~, Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Assqciates ENGINEER, Ruthroff and Englekirk CoNT.RACToR, R .G. Fisher Company: LABORATORY NUMSER C34-1573 MARK ON· SPECIMEN Sears 1f84 A B 0 Ri:G. WT. CONCRETE 0 LIGHT WT. Co_NCRf;TE 0. GUNITE C 0 CORES ~MORTAR 0 GROUT LOCATION IN STRUCTURE Wall at Line 10, 60 1 north of "A", 2nd lift l;SRAND OF CEMENT U81ED • • BRAND AND TYPE OF ADMIXTURE SOURCE OF SANO SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SU,-PLIER (CONCRETE) • TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPl!:RATURE OF AIR TEMP'ERATURE OF MIXTURE SPECIMENS· MADE BY DATE MADE DATE RECEIVED . . . . . DATE TESTED . . . . . AR!LA, SQUARE INCHES . ULTIMATE LOAD. La•. . . . . . . . . . . . . . .,.. .,. . . . . CRUSHIN~ STRENGTH LBIS. PER. SO. IN. AGE TESTED, DAYS • • • •. • Colton, Type i-II Flintkote Lime and Color 1fa6565 . Sorrento Sand Company 3~ sand, 1 cement, 1/4 lime Job Mixed Testing Engineers-San Diego May 9, 1979 May 11, 1979 May :.16, 1979 3.14 7440 2370 7 .. UNIT WEIGHT, LBS, PER, CU. f<T. SP'ECIFIEO STRENGTH 2000 psi REPORTED To: CLIENT (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord & ~ssociates (1) Ruthroff and Englekirk {1) R.G. Fisher Company, Attn: C. Jensen (1) City of Carlsbad _,-................ *_"""'_ THC:kh TESTING ENGINEEE/Sl, AN REVIEWED BY. ,/ . >7lt_kj __ DIEGO T.H.1 Chap~n, R.E. #12882 .IP --fl Jun -Testing Engineers-San Diego . nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 9;138 (714)225-9641 LJi 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM 18 JI' FILE No._.::c..5.;;..01=9:;....-_c2;;..._ SUMMARY OF COMPRESSION TEST RESULTS PAG,,::..E...._T_HR_E_E_ Permit 1"78-5757 JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: . LAB NO. C34 1143 ·,1242 1302 1355 1422 1515 1542 1979 DATE CAST MO. DA. 4/10 4/16 4/19 4/24 4/26 5/2 5/7 LOCATION IN STRUCTURE Third lift, Line ''E II from 13 .t!o 15. Sears 1/:65 A-B- C. Made by TESD. Final 1 i ft , Line 11E II from 12 to 13. Sears 1/:69 A-B-C. Made by TESD. Final lift, Line 11C" from 15 to 16. Sears #74 A-B- C. Made by TESD. Pier at 11G11 to ''G.5 11, l0'-0 11 west of Line 10. Sears #76 A-B-C. Made by TESD. Pier, Line 3.5 to 3.8, 10 1 -0 11 south of Line ''L", final lift. Sears #77 A-B- C. Made by TESD. Piers· at north side, 2nd lift. Sears 1/:81 A-B-C. Made by TESD. Pier at Line 1.4 to 1.8, 10' -0" north of Line "A", final lift. Sears #83 A-B- C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk '--~1) R.G. Fisher Company, Attn: C. Jensen "'(~ty of Carlsbad THC:kh Mix No 33-260 GROUT PUMP SPEC. 28-DA Y STR. 2000 PSI TY.PE CEMENT 6.5 Sey SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. S171'( 3/8 .iN * STORED 8: CURED. NOT TESTED UL Tl MATE COMPRESSIVE_ STRENGTH. PSI SLUMP IN. 9 7 7.0AY 28.DAY TEST AGE OTHER. RESULTS 2080 3210 60-day *Disc. 1970 3210 60-day *Disc. 2190 3260 60 -day *Di ·sc • 2.800 2660 2980 2040 · 1/:12882 DATE MAILED 4/19 /79 4/27 /79 5/4/79 5/11/79 5/18/79 e. -FORM 111 JI' . $it:ift1J!lf/ Testing Engineers-San Diego . _, f'Jlfi!J.!J/lp 3467 Kurtz ~t., P.O. Box ~0985,_ San Die_filO, ~a. 92138 (7'14) 225-9641 ~Jr ,1·•,rt,,~ B Vista Cal!forma 920 714 758-3730 FILE NO. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAG,Ec., __ FO_U-R __ Permit 1/:78-5757 JOB: ADDRESS: YEAR: LAB NO. C34 1574 Sears -Carlsbad 2525 El Camino Real Carlsbad, Califomia 1979 DATE CAST MO. DA. 5/9 LOCATION IN STRUCTURE Walis of stair platform, Line 10 from ''A.8" to "B.2". Sears #85 A-B-C. Made by TESD. (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn:·c. Jensen ·~1~__,City of Carlsbad THC:kh Mix No 33-260 GROUT PUMP SPEC. 28-DAY STR 2000 Psi ,· TY.PE ___ CEMENT __ __:::.6::..:• 5::;.___ SCY SPEC. SLUMP --'-8 __ IN. ADM ix. _.::.P~o.::z-=z-=•:.....:::c.30;;::_0;;::_R'-'---------AGG. SIZE 3/8 IN. * STORED Ix CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. 7-DAY 2390 28-DAY TEST AGE OTHER RESULTS 1fa128·82 : DATE MAILED :,/18/79 -• C !n . Testing Engineers-San Diego ... nou 3467KurtzSt., P.O. B~x80985, San.Diego, Ca. 92138 (714)225-9641 ILJk. . ] 1903 West Vista Wa Unit B, Vista,, California 92083 714 758-3730 FORM Ill JI' FILE No.. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGi::.-E _...;O:;;.;;NE="-'--- . Permit 1/:78-5757 JOB: ADDRESS: Sears -Carlsbad 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. C.34 1141 1142 1197 :f.198 ;l.267 1268 1300 1301 DATE CAST MO. DA. · 4/9 4/9 4/11 4/11 4/17 4/17 4/19 4/19 LOCATION IN STRUCTURE 2nd floor slab, Line: 7 from 11H11 to 111 11• Sears 1163 A-B- C. Made by TESD. 2nd floor slab, Line 9 from 11J 11 to 11K11 • Sears 1164 A-B- C. Made by TESD. 2nd floor slab, Line "H11 from 2 to 3. Sears #66 A- B-C •. Made by TESD. 2nd floor slab, Line "K" from 4 to 5. Sears #67 A- B-C. Made by TESD. 2nd floor slab, Line 11c11 from 5 to 6. Sears #70 A~ B-C. Made by TESD. 2nd floor slab, Line 1'E 11 from 8 to 9. Sears #71 A- B-C. Made by TESD. 2nd floor slab, Line 2 from "B" to 11C". Sears 1/:72 A-B- e •. Made b:y-.·TESD. 2nd floor slab, Line 11F11 from 4 to 5. Sears #73 A- B-C. Made by TESD. (1) Sears Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk ,Jl) R.G. Fisher Company, Attn: C. Jensen (1--)'.:".:'!i:?i.ty of Carlsbad~ .. · ·• _ (1r-conroc~ (l""",I' , THC:kh Mix No_..;;.3,..3_-_24..::..6.;::;..__;PUM~:;..P __ SP.,EC. 28-DAY STR. . 3000. PSI TYPE II CEMENT _ __;5::;..;•:..;7:__ __ SCY SPEC. SLUMP 4 IN. ADM ix. __ Po_z_z_._3_0_0_N_a_n_d_M_B_AE ___ _ AGG. SIZc..E __ l_ IN. • STORED 8: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : OTHER DATE SLUMP 7-DAY 28,DAY TEST RESULTS MAILED IN. AGE 4-3/4 2480 3780 60-day *Disc. 4/19/7 9 .:.4:/27 /7 9 . 5/11/7 9 '. 5 /18/7 9 4 2320 3710 60-day i~Disc. 4½; 2140 3360 60-day *Disc. 2530 3960 60-day : icDisc. 3½; 2480 3570 60-day icDisc. 3-3/4 2650 3960 60-day icDisc. 2410 3800 60-day *Disc. 4½; 2480 3930 60-day *Disc. --FORM I PAGE 1 JP t e • • :7/n Testing Engineers-San Diego · · f1'0LJ 3467KurtzSt, P.O. Box 80985, San Diego; Ca. 92138 (714)225-9641' ·, 'f j/ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758~3730. · LABORATO,~Y NUMBER SD34-1657 INSPECTION REPORT DATE May 10, 1979 FILE: #5019-2, Permit #78-5757 Gener~l Inspection FABRICATOR oR EREcToR, Riverside/Brawley/ Wincon Decking/ Masonry Building CoNTRAcToR, R.G.Fisher JOB: Sears -Carlsbad ADDREss, 2525 El Camino Real Carlsbad, California XXX SHOP __ _ FIELD __ _ PLANT __ _ DA:TE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 4/30/79 REG. HRS. 8. 0 0. T. HRS. REINSP. HRS. INSPECTOR Lewis Sullivan DATE REG. HRS. 0. T. HRS. REil'!SP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: Mortar: Grout: Concrete: Decking: Certified Welders: ASMT A-615 Grade 40 & 60 TYPE "S" (2000 P.S.1.) 33-260 (6.5 sk, 2000 P.S.I.) 33-246 (5.7 sk, 3000 f.S.I.) Vercor B-30, 16-18-20-~ · Gauge l½ "H-1 tr'( £c H. Ri~pe ft/ 11 t::-s. Price V i;;;;.0 L. Arvidson M.4y 1 <lg · w. Wheeler C!ly ·o F 19 · llu;1d· CARL ~a~· · ,nh ,._ ,,..J D ,s ve". . .-,c;r1fl'lc11t Reinforced .Concrete: Inpsected installation of reinforcing steel~ per Detail D/S-7 and notes on S-7, for 2nd Floor slab, Lines 13 to 16 & "C'.' to 11E11 • Inspected placing and consolidation of 152.0 cubic yards of Mix 33-246 in 2nd floor slab, area 9 to 10 & 11A'! to "F" and 10 to 16 & "C" to "E". Cast 3 test cylinders from concrete in tru~k-containing 47th yard, placed at Line "E", 9 to 10, marked Sears 1178 A-B-C, with slump of 4..1-1;11• Cast 3 test cylinders, at 4½ slump, from concrete in truck containing 152nd yard, placed at Line 13, "D" to "E", marked Sears 1179 A-B-C. Threaded rods for support of lift cylinders and trim bars around slab openings were installed .by Contractor per Revised Sheet S-7, dated 4,17-79. Dec~ing: Inspected installation and welding of deckinK sheets and curb angles, at lift cylinder opening, in 2nd floor slab, Lines "C to E" & 11 to 16. Inspected welding of side seams.of roof decking sheets, per schedule on Sheet S-6 and Wincon Sheet 6 to 6, following areas: 1.1 to 3.5 & 11K'i to "L"; 1. 1 to 2. 7 & "J11 to "K1:; 2 to 3 & 11H11 to "J". · Welding approved. .e --FORM 1 JP f ·· · ·}n Testing Engineers-San Diego · [l'OLJ 3467KurtzSt.,P.O. Box 80985, San Diego, Ca. 92138 (714)225-,9641 . '((. J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 3 LABORATORY NUMBER SD34-1657 JOB: Sears -Carlsbad DATE May 10, 1979 DATE 5/1/79 REG. HRs.8 • Q O.T.HRs. REINSP. HRS. INSPECTOR ·DATE REG. HRS. O.T; HRs. REINSP. HRS. INSPECTOR DATE 5/2/79 REG. HRS 8 • O 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS,8. 0 0.T.HRS. REINSP. HRS. INSPECTOR Reinforced Masonry: Inspected placing of reinforcing steel, per Detail 4/S-8, and laying of masonry units ir( 2nd lift of_ piers. at .10'-0" North of "A", 1.4 to 1.8 and 4.8 to 5.4; 1st lift of interior wall at 2'-0" west of Line 12, "C" to "C. 7", per Y-Y/S .• 7, and Note ll2 on s-1. Cast 3 test samples. of mortar from pier at 1.4 to 1.8, ,marked Sears //80 A-B-C. _Structural Steel Assembly: Inspected cutting, fitting & rewelding of canopy return frames above roof at 3 • 3 to 3. 6 & "K. 3" to "K. 7 11, and at 6.3 to 6. 7 & "K. 711 per 11/S-8. Inspected erection of canopy at ''L." to 10'--0" south, & 3.5 to 6.5. Decking: Inspected seam welding of roof decking sheets in following areas: "J" to "K" & 2.7 to 7.2; "K" to 11L11 & 3.5 to.5; "I" to "J" & 3 to 6; "H" _to "I" & 3 to 5; "G" to "H" & 1 to 5; "E" to "G" & 3 to 4. Welding and weld pattern: approved. Inspected. placing of reinforcing steel and laying of masonry units, per Y-Y/S-7, in wall at 2nd floor, line 2'-0" west of 12, "C" to i:c.7",. 2nd lift. Inspected placing and consolidation of 9.5 cubic yards of grout in 2nd lift to piers at 10'-0" no:tth of Line "A", at 1,4 to lr8, and at 4.8 to 5.4 and wall at 2nd floor, line 2'-0" west of 12. Cast 3 test samples, marked Sears #81 A-B~c. Decking: Inspected plug welding of decking sheets to _structural members at Line 1 to 1.1 & "A" to "L". Inspected and approved seam welding of decking sheets at roof level area, as follows: Lines 1 to 4.5 & "A" to "E"; Lines 4.5 to 7 & "A" to nB". Structrual Steel Assembly: Inspected cutting~ fitting and rewelding of canopy return frames above roof level at Line "G" to ''G.2" & 9.4 to 9.6, and at "I.8" to "J" & 9.4 to 9.6. Inspected reaming and bolt:j.ng of connections, per Detail 5/S-11, roof level, Line "i0-C" & "10-E". Inspected welding of new connection plates and moving of beams and rebolting at new locations, roof elevation, Line 9 to 10, at Line "C" and Line "E". Reinforced Masonry: Inspected placing of-reinforcing steel, per 4/S-8 and laying of masonry units, in 3rd lift of piers at 10'-0" north of Line "A", Lines 1.4 to 1.8, and 4.8 to 5.4. Decking: Inspected and approved aligning and plug welding of decking sheets at roof of canopy at "L" to 10'-0" south,·& 3.6 to 6.4. Inspected and approved seam welding of roof decking sheets in following areas: -• FORM I JP f fn Testing Engineefs-San Diego nau 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 /b}j )} 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-1657 JOB: Sears -Carlsbad DATE May 10, 1979 DATE 5/3/79 REG. HRs.CONT. O. T. HRS. - REINSP. HRS. INSPECTOR DATE 5/4/79 REG. HRs.8 ' O 0. T. HRs.1 • 0 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. l:iRS. INSPECTOR REPORTED TO: (1) (2) "A" to "B" & 7 to 9; "B" to "E" & 4 to 5.7; "E" to "G" & 4 to 7; "E" to "G". & 1 to 3. Structural Steel Assembly: Inspected·erection and welding or bolting of connections in soff it support frames, at underside of roof, Lines · · "K" to "L" & 3 to 5, per Detaila 3/S-8 & H/S-10. Decking: Inspected aligning and tack welding of decking·sheets in·roof areas "B" to "H" & 9 to 10, and canopy at 10 to 10' -0" west and l!G" to ''J". Inspected and approved seam welding of roof decking sheets in following areas: ."J" to "K" & 7_:2 to 10; "K" to "L" & 9.9 to 10; "H" to "I" & 5 to 8; "I" to "J" & 6 to 8; "E'!-to. '"G" & 7 to 8; and "B" to "E" and 5. 7 to 8. Structural Steel Assembly: Inspected erection and/or bolting & welding of connections of soffit support frames, at underside of roof, Line 9.5. to 10 & "H" to "I", per Details 3/S-8 & H/S-10. Reinforced Concrete:· Inspected placing of reinforcing steel, per 7A/S-11, and Engineers instructions, at footing for retaining wall, Line 10, "A" to 75'-0'.' north. Instructed workmen to clean debris from excavation and raise bottom.steel to acquire 311 clearance. Inspected placing and-consoli- dation of 13.0 cubic yards of Mix 33-245 in above noted footing. Cast 3 test cylinders, at 4¼ slump, marked Sears //82 A-B-C. Inspected placing of reinforcing steel, per Detail A/A-2 and Note #2 on Sheet S-1, at exterior footing for stair landing walls, Line 10 to. 61 -611 west & "A.7" to "B.3". Placed approximately 6.0 cubic yards of Mix 33-245 in this footing. Sears Roebuck and Company McClellan/Cruz/Gaylord & Associates (1) Ruthroff & Englekirk (1), R.G. Fisher Company, Attn: C. Jensen '(i~ty of Carlsbad &4 DIEGO --• FORM Ill JI' l . v Testing Engineers-San Diego . nau 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi j} 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Fll .. E No. -"'""5 0.;...1=9_--'-2----SUMMARY OF COMPRESSION TEST RESULTS PAGE.-=THRE==E'-- Permit 1F78-5 757 Joe: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: LAB NO. C34 1143 :,_ 1242 1302 1355 1422 1515 1979 DATE CAST MO. DA. 4/10 4/16 4/19 4/24 4/26 5/2 LOCATION IN STRUCTURE Third lift, Line 11E II from 13 no 15 •. Sears #65 A-B- e. Made by TESD. Final lift, Line "E" from 12 to 13. Sears #69 A-B-C. Made by TESD. Final lift, Line 11C'' from 15 to 16. Sears #74 A-B- e. Made by TESD. Pier at "G" to ''G.5", 10 1-011 west of Line 10. Sears #76 A-B-C. Ma~e by TESD. Pier, Line 3.5 to 3.8, 10 1-0 11 south of Line "111 , final lift.· Sears #77 A-B- e. Made by TESD. Piers at north side, 2nd lift. Sears #81 A-B-C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen '(i,1..,)~ty of Carlsbad-~ THC:kh Mix No 33-260 GROUT PUM).' SPEC. 28-DAY STR. 2000 Psi TY.PE CEMENT 6.5 SCY SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. S17E 3/8 IN. * STORED II: CURED. NOT TESTED ULTIMATE COMPRESSNE STRENGTH. PSI .' PATE MAILED SLUMP IN. 9 7-DAY 28,DAY TEST AGE OTHER RESULTS 2080 3210 60-day *Disc. 4/19/79 4/27 /79 5/4/79 1970 5/11/79 2190 fiECEIV::D 2800 MAY 141979 2660 cnrv OF CARL~:BAD Building Depa·rtm !nt 2980 1f12882 ----• FORM 18 JP' ,,_ f fn -Testing Engineers-San Diego nou -3467KurtzSt1i, P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJr ) 1903 West Vista Wa , Unit B, Vista, California 92083 (714) 758-3730. FILE No, 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGi::..E·____;T;::.;;W.:..=O'---_· Permit 1fa7 8-5 75 7 -JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 MO, DA. 926 3/15 .. 928 3/16 998 3/26 1030 3/30 1050 4/2 1103 4/4 1105 4/6 LOCATION IN STRUCTURE Line 11L II from 8 to 10 4th . , lift above 2nd floor. Sears 1/:52 A-B·· C. Made by TESD. 4th lift, Line "A" from 8 to 9. Sears #54 A-B-C. Made by TESD. Line "c" from 10 to 16, 1st lift above 2nd floor. Sears #56 A-B-C. Made by TESD. Line "E" from 10 to 6, 1st lift. Sears #57 A-B-C. Made by TESD. Wal 1, Line "C II from 10 to 16, 2nd lift above 2nd floor. Sears #59 A-BC. Made by TESD. Third lift, Line "C" from 15 to 16. Sears #60 A-B- C. Made by TESD • Wall Line 10 "E" to "H" , , 2nd lift above 2nd floor. Sears 1/:62 A-B-C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord & Associates (1) ·Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen -~l~--£,ity of Carlsbad THC:kh Mix No_ 33-260 GROUT PUMPsPEc. 28.DAY STR 2000 PSI TY.PE ___ CEMENT __ 6;;..;•c.c..5.......,. __ SCY SPEC. SLUMP _..;..8_1N. · Pozz. 3.00R 3 /8 ADMIX.-----'----~-~--AGG. SIZ.._E _____ IN. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE_STRE_NGTH. PS! SLUMP IN. 6 8 OTHER 7-DAY 28-DAY TEST RESULTS AGE 2370 3610 60-day *Disc. 2680. 4380 60-day *Disc. .3240 4780 60-day *Disc. 2420 4030 60-day *Disc. 2450 3630 60-day *Disc. 2260 2880 60-day *Disc. 2620 3830 60-day *Disc. : DATE MAILED 3/23/79 4/6/79 4/13/79 4/27 /79 -5/4/79 5/11/79 --"t Pn Testing Engineers-San Diego --nau 3467K-urtzSt., P.O. 8ox80f}85, San Diego, Ca. 92138 (714)225-9641 LJi J 1903 West Vista vyay, Unit B, Vista, Califor11ia 92083 (714) 758-3730 '. FORM II> JI' F-'ILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE TWO Permit 1/:78-5757 JOB: Sears -Carlsbad ADDREl>S: 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C34 MO. DA. 1433 4/30 2nd floor slab, Line "E" from 9 to 10. S~ars 1/:78 A- B-C. Made by TES:£?. 1434 4/30 2nd floor slab, Line 13 from "D" to "E" • Sears 1/:79 A- B-C. Made by TESD. (1) Sear~,-Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen •€,-ler)!.:I City of Carlsbad (1) Conrock THC:kh MIX No 33-246 PUMP SPEC. 28-DAY STR. 3000 PSI TY.PE II CEMENT 5.7 Sey SPEC. SLUMP 4 IN. ADMIX. Pozz. 300N & MBAE AGG. Sl7E 1 IN. -. * STORED & CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : DATE OTHER SLUMP 7-DAY 28-DAY TEST RESULTS MAILED IN. AGE 4-½; 2410 S/11/79 4~ 2480 I -· R.E. 1/:12882 -t v Testing Engineers-San Diego a'OLJ. 3467KurtzSt., P.O. Box 80985, San Diego, Ca. f)2138 (714)225-9641 'l JJ 1903 West Vista Way, Unit B, Vista,. California 92083 (714) 758-3730 FORM IS JI' F,11.E No. 5019-2, SUMMARY OF COMPRESSION TEST RESULTS PAGc.-E-·~o=-=NEc;.;::_ __ Permit 1178-5757 JOB: Sears -Carlsbad Mix No,_--=3:..=3~-.:::2..:.4.::..6~PUM::..:. =p:---;. SPEC. 28-DA Y STR TY.PE II CEMENT __ 5~. 7-=----SCY SPEC. SLUMP 3000 PSI 4 IN. ADDREss, 2525 El Camino Real Carlsbad, California ADMIX. __ P_o_z_z_._3~0_0_N_a_n_d_M_BAE~---AGG. SIZE..._ __ l_lN YEAR: LAB NO. C34 1979 DATE CAST MO. DA. LOCATION IN' STRUCTURE * STORED 8c CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SL.UMP IN. 7-DAY 28-DAY TEST AGE OTHER RESULTS 1141 4/9 2nd floor slab, Line· 7 from 4-3/4 11H11 to "I". Sears 1/63 A-B- 2480 3780 60 -day *Disc. 1142 4/9 1197 4/11 1198 4/11 1267 4/17 e. Made by TESD. 2nd floor slab, Line 9 from "J" to "K". Sears 1/64 A-B- e. Made by TESD. 2nd floor slab, Line "H" from 2 to 3. Sears #66 A- B-C. Made by TESD. 2nd floor slab, Line "K" from 4 to 5. Sears #67 A- B-C. Made by TESD. 2nd floor slab, Line "C" from 5 to 6. Sears #70 A- B-C. Made by TESD. 1268 , 4/17 2nd floor slab, Line ''E 11 ·from 8 to 9. Sears 4171 A- B-C. Made by TESD. 1300 1301 4/19 2nd floor slab, Line 2 from "B" to "C". Sears 4fa72 A-B- e. Made by TESD. 4/19 2nd floor slab, Line 11F11 · from 4 t~ 5. Sears 1fa73 A- B-C. Made by TESD. (1) Sears Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekfrk (1) R.G. Fisher Company, Attn: C. Jensen 'tl"')~ C:i,ty of Carlsbad (1) Conrock THC:kh 4 2320 3710 60-day ·*Disc. 2140 3360 60-day .*Disc. 2530 3960 60-day *Disc. 2480 3-3/4 2650 4~ 2410 2480 4fal2882 : DATE MAIL.ED 4/19/79 .4/27 /79 .' 5/11/79 -- ,. · ·!l. u Testing Engineers-San Diego a'QLJ 3467KurtzSt., P.O. Box 80985, San Diego; Ca. 92138 (714)225-9641 '([ JJ ·1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE Permit Joe: ADDRESS: YEAR: LAB NO. C34 232 234 263 1516 4/:78-5757 Sears -Carlsbad 2525 El Camino Real Carlsbad, California 1979 DATE CAST MO. DA. 1/24 1/25 1/26 5/4 LOCATION IN STRUCTURE Column pad, Line "H" at 5. Sears #20 A-B-C. Made by TESD. Column pad, Line "B" at 2. Sears #22 A-B-C. Made by TESD. Column pad, Line "D" at 10. Sears 123 A-B-C. Made by TESD. Footing for wall, Line 10 from -"A" to 75 '-0" north. Sears #82 A-B-C. Made by TESD. (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates '(1) Ruthroff and Englekirk ( 1) R. G. Fisher Company, Attn: C. Jensen -e,-11~ City of Carlsbad ( 1) Conrock THC:kh MIX No. 33-245 SPEC. 28-DAY SiR. TYPE CEMENi -5.5 Sey SPEC. SLUMP ADMIX. Pozz •. 300N AGG. Sl:ZE * STORED 8: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI OTHER SLUMP 7-DAY 28-DAY TEST IN. AG.E RESULTS 4~ 2480 4630 60-day *Disc. 5 2180 4190 60-day *Disc. 4 2550 4260 60-day *Disc .• 4½; 2650 FORM 1,5 JI' TWO 3000 PSI 4 IN. 1 IN. DATE MAILED 2/2/7 9 2/23/7 9 5 /11/7 9 • -f'ORM 4" !( f n Testing Engineers-San Diego nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-:9641 LJj J 1903 West Vista Way, Unit B, Vista, Californ~a 92083 ·(714) 758-3730 REPORT OF COMPRESSION TESTS File #5019-2, Permit #78-5757 JOB: ADDRESS: OWNER: ARCHITECT: ENGIN!:ER: CONTRACTOR: Sears -Carlsbad 2525 El Camino Real, Carlsbad, California Sears Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Eriglekirk R.G. Fisher Company i..ADORATORY NUMISER C34-1199 MARK ON SPECIMEN Sears 1/:68 A B DATE April 18, 1979 May 9, 1979 0 RltG. WT. CONCRETE O CORE& 0 LIGHT WT. CoNCRETE ~ MORTAR 0 GUNITE O GROUT C LOCATION IN STRUCTURE Wal 1 at Line "E" from 14 to 15, 18 1 -0 11 above 2nd floor .-BRAND OF CEMENT Uaa:o BRAND AND TYPE 01'" ADMIXTURE S01,JP.CE 01" SA.ND • • • Colton Lo Alkali, Type I-II Flintkote Lime, Type 11$ ", and Color Sorrento Sand Company 1/:6565 . REC£·fVED SOURCE OF ROCK MIX PROPORTIONS OR NU!otBIER 1 cement, 3"\ sand, 1 /4 lime Job Mixed · SUPPLIER ( CONCRl!:'TEI TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SPECIMENS MAO£, BY . DATE MADE . . . DATE RECEIVED . . . DATE TESTED . . . AREA, SQUARE INCHES . ULTIMATE LO,i,0. Laa. . . . .. . . . . . . . . . . . Testing Engineers-San Diego April 11, 1979 April 13, 1979 April 18, 1979 3.14 8460 CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. 2690 May 9, 1979 3.14 13640 4340 AGE TESTED, 0AY8 . UNIT WEIGHT, LISS. l"l!:R, SPECIFIED STRENGTH REPORTED TO: CLIEN"T (1) (2) ~ (1) ~(1) .....;(:h), . . . . 7 28 cu. "· . . . . 2000 psi Sears, Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk R.G. Fisher Company, Attn: C. -Jensen City of Carlsbad. c:fl:;J THC :kh MAY 111979 _CITY _Of CARLSBAD Bu1ld1ng Department Stored & cured, not tested TESTING ENGINEERS -SAN DIEGO REV~~;,,~--- T. H. Chapman, IR .E. 1/:12882 JP f Jn TeStin/!ngineers-San Diego • nou 3467KurtzSt.J P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 ILJj JJ 1903 West Vista Way, Unit B, Vista, California 9208:3 (714) 758-3730 REPORT OF COMPRESSION TESTS P-ORM 4' File #5019-2, Permit #78-5757 DATIE May 8, 1979 Joa, Sears -Carlsbad ADDRl!:ss, 2525 El Camino Real, Carlsbad, California OwN~R: Sears, Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates ENGINl!:l!:R: ·Ruthroff and Englekirk 0 RIEG. WT. CONCRETE O CORES 0 LIGHT WT. CONCRETE .'X~ MORTAR ·CONTftACTOR: R .G. Fisher Company · D GUNITE l.ADORATORY NUMBER C34-1444 MARK ON SPECIMEN Sears 1fBO A B C LOCATION IN STRUCTURE Second lift, pier at 1.5, 10'-0" north of "A" .BRAND OF •CEMENT U81ED BRAND AND TYPE 01" ADMIXTURE SOURCE 01" SAND SOURCE OF ROCK MIX PROPORTIONS OR NUMBER ·SUPPLIER (CONCRETE) TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE SP"ECIMENIS MAO£ BY DATE MADE . DATE R.ECl!:IVED DATE TESTED AREA, SQUARE INCHES ULTIMATE LOAD. LB8. .,.. .,. CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED. DA Ya UNIT WEIGHT, LIH. PER. CU. f'T. SPECIFIED STRENGTH REPORTED To: Colton, Type I-II, Low Alkali Flintkote Lime, Type 11S11, and Color Sorrento Sand Company 1 ·cement, 3~ sand, 1/4 lime Job Mixed Testing Engineers-San Diego May 1,,1979 May May 2, 1979 8, 1979 3.14 5920 1890 . 7 2000 psi CLIENT (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthro·ff and Englekirk (l)_ R.G. Fisher Comp~ny, Attn: C. Jensen --...!J).J;ity of Cilrlsbad ti TESTING REVIEWED BY. THC:kh T.H. 0 GROUT. DIEGO 1/:12882- . .IP -FORM I PAGE I JP I I u Testing Engineers-Safi Diego nou 3467KurtzSt., P.O. Box 80985, SanDiego, Ca. 92138 (714)225-9641 /LJj JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 L.ABORATORY NUMBER SD34-1526 INSPECTION REPORT DATE April 27, 1979 FILE: #5019-2 Permit #78-5757 General Inspection FABRICATOR oR ERECTOR: Riverside/Brawley/ Eckle~ Welding/Masorir:y Bldrs7Wincon· Jos: Sears~ Carlsbad CONTR:ACTCl'R', :R.G. Fisher AoDREss: 2525 El Camino Real, Carlsbad, California SHOP __ _ FIELD XXX PLANT---.~--- DATE REG. HRS; O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 4/23/79 .REG. HRS. 8. 0 O.T. HRS. REINSP. HRS. INSPECTOR Lewis Sullivan DATE REG. HRS. 0.T. HRS. REINSP. HRS. .INSPECTOR DATE REG. HRS. 0.T. HRS. REINSP. HRS. ·INSPECTOR Reinforcing Steel: ASTM A615 Grade 40 & 60 Mortar: (2000 P.S.I.) Grout: Mix 33-260 (6.5sk-2000 P.S.I) Concrete: 33 .... 246 (5·. 7 sk-3000 P. S. I.) Decking:. Vercor B-30 16,18,20,22 Grade 1-1/211 High Certified Welder: H. "Rippe, L.A. #X-1009; S. Price, #14144 R £CE IVE D· Arvidson, #78-178; W. ''·Wheeler, ffSD29-114 MAY 8 1979 CITY OF CARLSBAD Building Department Reinforced Masonry: Inspected placing of reinforcing Steel 4/58 in walls of 1st lift of pier at Line 3.4 to 3.8, 10-0H and 2nd lift of pier at Line 6·:to 6.5, 10'-0" south of 11L11 • samples from mortar placed in pier at Line 6 to 6.5, marked A-B-C. per Detail south of "L''., Cast test 11Sears ff 7 5 Structural Steel Assembly: Inspected and approved welding of angle and flat bar to structural girder for concrete stop at 2nd floor, Line 6, "H" to "J11 • Decking: I~spected alignment and tack welding of decking sheets in roof area, Line 1 to 3 & "A" to ."B~1, and 2nd floor, Line 11C" to ''E" & 12 to 16. Inspected and approved welding of roof decking to structural supports in area 4 to 9 & "C" .311 to ."D. 7". Inspected plug welding of decking ·she_et and 11i"-flashing at Line "L", Ll to 3.5. Inspected welding of angle , flashing at Line 1, "C" to 11J 11 • ~ --, FORM 1 .JP t::£r:,,~¥} Testing Engineers-San Diego · fJ/lJJLJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 Ui · · J 1903 West Vista Way, Unit B, Vista, Califor'hia 92083 (714) 758-3730 LABORATORY NUMBER SD34-1526 JOB:. Sears -Carlbad DATE April 27, 1979 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 DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR 4/24/79 8.0 4/25/79 8.0 I • DATE 4/~6/79 REG. HRS. 8.0 0.T. HRS. l.·0 REINSP. l:iRS. INSPECTOR --- Reinforced Masonry: In~pected placing of reinforcing'steel and laying of masonry units in walls of 3rd lift of pier at Line 6 to 6.5, 10'-0" south of "L", and 2nd lift of pier at Lines 3.4 to 3~8, 10'-0" south of "L". Inspected placing and consolidation of 13.5 cubic ya:tqs of grout in walls of piers as follows: 1st lift at Line 3 .4 to 3 .8; and ·final ·.lift at Lines 6 to 6.5, "I.6 to "J" and "G" to G.5;'. Cast test samples of gro~t, marked Sears #76 A-B-C. Decking: Inspected and approved welding of roof decking sheets in following areas: "K" to 11111 & 6 to 9.9; "I" to 11K" & 6 to 9;· "J" to '.'K" & 6 to 9·.9; "B.-7" to "C.3'' & 4 to 9; and Line i'A", with '~Z" flashing, 1 to 9.9. Reinforced Masonry: Inspected placing of reinforcing steel and laying of masonry units in 1st lift of piers at 10'-0" north of Line "A11 , line • 1.4 to 1.8, and Line 4.8 to 5.4, and final lift of pier at 10'-0" south of Line "L", 3 . 4 to 3 • 8 .• Structura;I. Steel Assembly: ·Inspected welding of roof opening 'frames at. Lines 11.5 -"C. 7" and 11.2 -nc.3". ,Received approved Field Order to substitute ~/2nxll 11:xl '.:...911• plate,. with ?/16'.1--f:Lllet welds, top ·& bottom and 2" return at ends;' for boited connection shown oh Detail 8i5-11, ·at roof elevation, points on Line 1 at 5'-0" north of 11111 , 5'-0" south of "H11 , 5'-0" north of 11G11 , 5'-0" south of "F", 5'-011 north of "E 11 , 5'-0" south of 11D'', and at Line 10, 6 '-0" north of 11D11 • Work was started at point "l-D11 & 5 '-011 ; not finished this day, per Field Order :/fE-217, dated 4-19-77. Decki~g: Inspected and approved cutting of sheets at 2nd floor Lift openings, installing of·angle closures around openings, and plug welding of decking sheets, in area 11C11 to 11E" & 10 to 13. Inspected weiding of roof decking sheets in following areas: Line "B11 , 1.1 to 9; "B. 711 to "C.3'~ & 1.1 to 4; "C.3" to "F" & 1.1 to 5. Decking: Inspected and approv~d welding of closures around opening and plug welding of .decking sheets to structural members. in 2nd floor area. "C" to "E" & 13 to 16, and roof area 11A.311 to "B.3-" & 1.1 to· 10. Shear Con1'ectors: Inspected and hammer tested resistance welding of ·· Nelson,Studs, through decking to structural members, in 2nd floor areas, 9 to 10 & "A" to-''F11 , and iO to 16 & "C" to "E11 • --FORM I .JP tt1:,f~;Jf-PfJ!/. Testing Engineers-San Diego · fJ/0/tJJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714).225--9641 l:J/f · <JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 'LABORATORY NUMBER SD34-1526 JOB: Sears -Carlsbad DATE April 27, 1979 DATE 4/26/79 REG. HRS. (CONT.) b. T. HRS. REINSP. HRS. iNSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPEC::Tc:>R DATE REG. HRS. 0. T.HRs. REINSP. HRS. INSPECTOR DATE ~EG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS •. REJNSP. t!RS. INSPECTOR 4/27/79i 8.0 · Structura.1·steel Assembly: Inspected burning off splice plates and welding .of new plates per Field Order E-217, at roof elevation,. Line 1, points 111-D" & .5 '-011 , 111-: E11 minus 5 '-0'f, 111-F" & 5·i--011 , 1:1.:. G'.' minus 5 '-0" & "1-H" & 5'-0". Inspected welding of connection angles to embed plate, per Detail 4/5-11 at "1-C", roof level; welding approved. Reinforced Masonry: Inspected plac.ing of reinforcing steel and laying of masonry units in 1st lift of walls of trash pi.t, Line "C.511 to "D.5"_, 12'-0" west of 16, 2nd-floor elevation. Inspected-placing and consolidation of 9.5 cubic yards. of grout in walls as follows: final lift·in pier at 3 to 3.5, 10'-0" south of "L"; 1st lift in pier at 1.4 to L.8 & 4.8 to 5.4, 101-011 north of "A"; 1st lift of trash pit walls. Cast 3 test sample, marked Sears #17 A-B-C. Reinforced Concrete: Inspected and approved installation of reinforcing steel and chord bars in 2nd floor areas 9 to 10 & "A" to "F", and 10 to 13- & "C" to "E" : ~ Structural Steel Assembly: Inspected and approved welding to· splice plate to roo'f beam webs per Field Order E-217, at 111 -I 11 minus 5 1"-011 , and at "10 -D" minus 6'-0". Inspected .and approved welding of connection angles to embed plates, per· 4/S-11, at "1-.J", roof elevation. Reinforced Masonry: Inspected placing of reinforcing steel and laying of m;:i.sonry units in 2nd lift of walls of trash pit, Lines "C.511, "D.5" & 12'-0" west of 16. *Hours prorated with other work REPORTED To, (1) s.~ars Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff & Englekirk (1) R.G. Fisher Company, Attn: C. Jensen ~ty of Carlsbad c!JP-· THC: sqs DIEGO ----- T.H.Chapman, R.E. #12882 ,V e.. . e· Testing Engineers-San Diego 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS ,.ORM .C. File ifa50'i9-2, Permit /fa78-5757 DATE April 13, 1979 Joe, Sears -Carlsbad ADDRESS: 2525 El Camino Real, Carlsbad, California· May 4, 1979 OWNl!R: Sears·, Roebuck and Company ARCHITECT, McClellan/Cruz/Gaylord & Assoc:i,ates 0 RltG. WT. CONCRl!:TE O CORl!:S ENGINl!ER: Ruthroff and Englekirk 0 LIGHT WT. CONCRETE ~ MORTAR · CoNTl"IACTOR: R.G. Fisher Company 0 GUNITE O GROUT C34-11'04 MARK ON, SPECIMEN Sears /fa61 A B C LOCATION IN STRUCTURE Line 11C11 from 10 to 12, 14' -0" above 2nd floor Colton0 Lo-Alkali, Type I-'II BRANO OF CEMENT U&ltD BRAND ANO TYPE 01" ADMIXTURE SOURCE OF SAND Flintkote Lime, Type "S", and Color 116565 Sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER {CONCRETE) TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TltM,-ERATL!RE OF MIXTURE SPECIMENS MAOE BY DATE MADE DATE RECEIVED DATE TESTED AREA, SQUARE INCHES ULTIMATE LOAD. LBS. CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED, DAYS • • • • UNIT WEIGHT, LBS. PER. CU. l'T. SPECIFIED STRENGTH • • REPORTED TO: 1 cement, 3\ sand, 1/4 lime Job Mixed Testing Engineers-San Diego April 5, 1979 . April 6, 1979 April 12, 1979 3.14 8800 2800 7 May 3, 1979 3.14 i3140 4180 28 2000 psi CLIEN7 (1) Sears, Roebuck and Company (2) Mc.Clellan/Cruz/Gaylord & Associates (1) · Ruthroff and Englekirk {1) R.G. Fisher Company, Attn: C. Jense.n ~City of carlsbad q4 THC :kh Stored. & cured., not tested TESTING REVIEWED BY. -SAN DIEGO /fol2882 JP -·---.:..-..s_,,__ ___________ <>•-· ..... -----~-------"'--.---··--------Testing Engineers-San Diego .3467K-urtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 1903 West Vista Way, Unit B, Vista, Califorvia 92083 (714) 758-3730 • f"ORM 10 J,. FILE NO 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGEr..-T-'W-"-'O;....__. Perm:i. t ://:78-5757 JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST LOCATION IN STRUCTURE C36. MO. DA. 926 3/15 Line 11L" from 8 to 10 , 4th lift above 2nd floor. Sears :ffa52 A-B--C. Made by TESD. 928 3-/1.6 4th lift, ·Line "A" from 8 to 9. Sears :ffa54 A-B-C. Made by TESD. 998 3/26 Line "C" from 10 to 16, 1st lift above 2nd floor. Sears :ffa56 A-B-C. Made by TESD. 1030 3/30 Line "E" from 10 to 6 . , 1st lift. Sears 1fa57 A-B-C. Made by TESD. 1050 4/2 Wall, Line "c" from 10 to 16, 2nd lift above 2nd floor. Sears :ffo59 A-B C. Made by TESD. 1103· 4/4 Third lift, Line "c·" from 15 to 16. Sears 1fa60 A-B- c. Made by TESD • 1105 4/6 Wall Line 10, "E" to "H", 2nd lift above 2nd floor. Sears 1fo62 A-B-C. Made by TESD. (1) Sears.Roebuck and Company (1)-McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk ...._£__~ R.G. Fisher Company, Attn: C. Jensen {!~~ of Carlsbad ~ THC:kh MIX No 33-260 GROUT PUMP SPEC. 28-DAY STR 2000 PSI TYPE CEMENT 6.5 Scv SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. SIZE 3/8 IN. • STORED Be CURED. NOT TESTED · ULTIMATE COMPRESSIVE STRENGTH. PSI : OTHER DATE SLUMP 7-DAY 28-0AY TEST RESULTS MAILED IN. AGE .. 6 2370. 3610 60-day *Disc. 3/23/79 4/6/79 4/13/79 8 2680 . 4380 60-day . *Disc. 4/27 /79 5/4/79 ---3240 4780 60-day *D:fsc. ---2420 4030 60-day *Disc. ---2450 3630_ 60-day ~~Disc. ---2260 2880 60-day *Disc. -· ---2620 . . --FORM te .J,- -r' FILE No. _;:;;...5 0.;;.:1=9_-..;;2 ___ SUMMARY OF COMPRESSION TEST RESULTS PAGE ___ T_HR_E_E_ Permit 1/78-5757 JoB: Sears -Carlsbad ADDREss, 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE -CAST C34 MO. DA. 1143 4/10 . :, 1242 4/16 1302 4/19 1355 4/24 1422 4/26 LOCATION IN STRUCTURE Third lift, Line ''E" from 13 no 15. Sears #65 A-B- e. Made ·by TESD. Final 1 i ft , Line "E" from 12 to 13. Sears #69 A-B-C. Made by TESD. Final lift, Line "c" from 15 to 16. Sears 1/:74 A-B- c. Made by TESD. Pier at ;'G" to ''G.5 ", 10 I -011 west of Line 10. Sears 1/:76 A-B-C. Made by TESD. Pier, Line 3.5 to 3.8, 10 1 -0" south of Line ''L ", final lift. Sears #77 A-B- e. Made by TESD. (1) Sears Roebuck and Company. (1) McCleilan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk . (1) R.G •. Fisher Company, Attn: C. Jensen ---n-,-e.~f Carl shad ~ THC:kh Mix No 33-260 GROUT PUMP SPEC. 28-DAY STR 2000 Psr TYPE CEMENT 6,.5 Scv SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. Sl:ZE 3/8 iN. * STORED 8: CURED. NOT TESTED . -- ULTIMATE COMPRESSIVE STRENGTH. PSI ; DATE SLUMP IN. --- --- 7-DAY 2080. 1970 2190 2800 2660 28-DAY TEST AGE OTHER RESULTS 1fal2882 . MAILED 4/19 /79 4/27 /79 5/4/79 --FORM I PAGE l. JP t--~.t:r,:r'>-~!ll/ Testing Engineers-San Diego , (J/G/EJ 3467 Kurtz St., P. 0. Box80985, San Diego, Ca. 92138 (714) 225-9641 -. LJi.:c.:, .:3.J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE 1 OF 3 LABORATORY NUMBER DATE April 25, 1979 FILE: JOB: 5019-2, Permit #78-5757 Sears -Carlsbad MAY2 1979 CITY OF ·CARLsa FABRICATOR OR ERECTOR: Riverside Steel, Building Depa t '.AD · Masonry Builders, Wincon, Eckles Welding General Inspection . r ment CONTRACTOR: R.G. Fisher Company. ADDRESS: 2525 El Camino Real, Carlsbad, California SHOP __ _ FIELD XXX PLANT __ _ DATE: REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 4/16/79 REG, HRS. 8. 0 O.T. HRS. REINSP. HRS. INSPECTOR L.E. Sullivan . DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T,HRS. REINSP. H_Rs. INSPECTOR DATE 4/17 /79 REG. HRS.. 8. Q O. T. HRS. REINSP. HRS. INSPECTOR Reinforcing Steel: Concrete Mix: Grout Mix: Mortar: Certified Welders: ASTM A615, Grade 40 and 60. 33-246 (5.7 sks., 3000 psi). 33-260 (6.5 sks., 2000 psi}. Type 11s11 (2000 psi). · D. Flores, H. Rippe, S. Price, L. Arvidson, W. Wheeler. Reinforced Concrete: Inspected & approved placeme~t of reinforcing steel for 2nd floor slab per chord bar diagram, Sheet S-3, and typical -slab notes at Line 5 to 9 and "A" to '·'F". Reinforced Masonry: Inspected placement of reinforcing steel &.laying of masonry units in wall at Line 10 from "F" t;o "G" from 15 1 -4" to 161-811 above 2nd floor. Witnessed placement of approximately 19. 0 cubic yards of grout in final lift of walls as follows: Line 11E11 from 10 to 16; Line 10 from "A" to "C"· and beam pockets at 2nd floor Line 10 from "A" to 11B. 7". Cast , --., three grout sample-s,-:-ma-~ked Sears #69 A-B-C. Structural Steel: Inspected resistance welding of shear connectors in 2nd floor, Line 5 to 9 and 11A. 3 11 to 11E11 ; Line ~ to 5 and "A. 3 11 to 11B. 711• Hammer tested approximately 35% of studs, with no rejections. Witnessed tightening_ of hi!lh-strength bolts by turq-of-nut method in 2nd floor area, Line 10 to 16 from "C" to "E". Inspected and approved cutting out 12" and rewelding of.pipe columns at Line 10-"E.3" and.10-"F". Inspected spreading, aligning and welding of decking sheets .to structural members i.n 2nd floor area, Line 9 .5 to 10 and '¼" to ''D 11• . Inspect~d spreading, aligning and tack welding of roof decking sheets per approved Wincon drawing, Sheet 6 of 6, dated 11/17/78, in roof areas as follows: Line 1.1 to 3 and "C" to 11D11; Line 1.1 :to 5 and 11D'' to "Ji'"; and Line 1.1 to 9 and "B'i to "C". Reinforced Concrete: !nspected cleaning of decking and placement of approximately 176.0 cubic yards of concrete in 2nd ,floor ·slab, Line 5 to 9 and "A" to "F11• Cast two sets of samples, marked Sears 1170 A-B-C and 1f71 A- B-C with 3\11 and 3-3/4" slumps respectively, at Line "c" from 5 to 6, and Line "E" from 8 to 9. Before placement of concrete, instructed ironworker- to place trim bars, per Detail 28/S9, at slab opening at Lin~ "A.2"-6.7, and I I I --FORM I JP f fn Testing Engineers-San Diego .,.Q'OLJ 3467KurtzSt,, P.O.Box80985, San Diego, Ca. 92138 (714)225-9641 . LJi JJ 1903 West Vista Way, Unit B, Vista, California 92.083 (714) 758-3730 ======·= .. ==================================PAG===E===2=0=F===3=, LABORATORY NUMBER SD34-1448 JOB: Sears -Carlsbad DATE April 25, 1979 DATE 4/17 /79 REG. HRS. (cont.) O.T. HRS. REINSP. HRS. INSPECTOR cluster of conduit holes at Line "c. 7 11-6.5. Reinforced Masonry~ Workman cutting and installing tapered block at roo-f line, to follow slope of roof, at Line "E" from 10 to 15.6. Structural Steel: Inspected resistance welding of shear connectors in 2nd floor areas, Line 5 to 6 and 11E11 to "G"; and Line 1 to 5 and "A" to "G". Hamm!,!r tested approximately 30% of studs with no rejections. Inspected alignment & tack wei'ding of roof decking sheets at Line 11K" to "L II and 5 .to -----------110. · Inspected welding of decking sheets to structural members in roof area, DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 4/18/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR Line ''E" to "G" and 4 to 6. Approved weldi~ut questj__oned weld pattern. Will confer with Structural Engineer'"coiicetning nurriber of welds per sheet reqttt"red. Approved installation and tighterp.ng· of high-strength bolts at 2nd floor level, Line 10-11C11 and l0-11E"-per Detail 5/S-11. Reinforced Concrete: Inspected & approved reinforcing steel placement for 2nd floor slab pe:t;' Detail 28/S-9, and Sheet S-3, at Line "A" to "<;;" and 1 to 5. Reinforced Masonry: Inspected cutting & laying of tapered mason:ry units at roof level, Line 11C11 and "C" from 10 to 16. Structural Steel: Inspected reaming of holes, installation & tightening of high-strength bolts at roof elevation, Line 10 at "H" and "I 11, and Line "L" --~--------t a t 4 and 5. Inspected placing, aligning and tack welding of roof decking DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 4/19/79 REG. HRS. 8 • 0 O.T.HRS. 0.5 REINSP. l;-IRS. INSPECTOR sheets at Line 1 to 5 and "K" to 1'L". Inspected welding of roof decking sheets to structural s_upports at "B.3" to "F.7 11 and 1.1 to 4. Reinforced Concrete: Instructed ironworker to install trim bars per-Detail 28/S-9 where workmen had cut opening in decking, since last inspection, at 2nd floor level, 8 1 -011 west of Line 1, and 6 1 -0 11 south of Line "B"; tb,is_ wa·s done. Witnessed placement of approximately 237.5 cubic yards of concrete' in ~ floor slab, Line 1 to 5 and "A" to "G". Cast three test samples, marked · Sears 1/72 A-B-C, · from truck containing· 47th yard placed at Line 2 from "B" -----------1 to "c" with 4~" slump. Cast three test samples, marked Sears 1fa73 A-B-C, from t;ruck containing 171st yard placed at Line "F" from 4 to 5 with 4½;" slump. Structural Steel: Que·stion of number of plug welds per sheet per support hasJ been resolved -will use table of shear values on Wtncon drawing, Sheet 6 of DATE REG. HRS. 0. T.HRS. REINSP. l;-fRS. INSPECTOR 6, and table of manufacturer's recommended weld pattern for these shear values · from the Vercor Manual. Inspected and approved weldipg· of decking sheets to structural supports in roof area, Line "F. 7" to "K" and 1.1 to 6, and Line "H" to "I" and 6 to 9. Insoected erection and boltini:r of structural members • -FORM l JP ({ fn Testing Engineers-San Diego . ,nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9()41 LJi.::.JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 -~ LABORATORY NUMBER SD34-1448 JOB: Sears -Carlsbad DATE April 25, 1979 DATE 4/19/79 REG. HRS. (cont.) 0. T.HRS. REINSP. HRS. INSPECTOR in canopies at south entrance, Line 4 to 5, and west entrance, Line "H" . to "I". Reinforced Masonry: Inspected placing of reinforcing steel and laying of·. masonry units in walls of piers at Line "I.511 to "J", and Line "G" to "G.5 11, 101 -0 11 west of Line 10, 2nd lift. Witnessed placement of approximately 13.5 ·cubic yards of grout in final lift of walls at Line 10 from "E" to "G", and -----------! Line "C" from 10 to 16. Cast three grout samples, marked Sears 1fa74 A-B-C. DATE 4/20/79 REG. HRS. 8.0 O. T. HRS. REINSP. HRS. INSPECTOR Structural Steel: Structural Engineer has said that full welding pattern must be observed on roof deck welding as shown on Sheet S-6, Table 4. This is being done in areas where pattern was questioned on 4/17 /79. Inspected aligning and tack welding of decking sheets in roof area, Line "A" to "B" and 3 to 10, and 2nd floor area, Line 10 to 12 and "C" to "E". Inspected and approved welding of roof decking sheets in area "K" to "K. 711 and 1.1 to ----------3.5. Inspected cutting off of connection plates for beam to girder .. DATE REG. HRS. O. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HR.S. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0.T. HRS. REINSP. l;iRS. INSPECTOR connections and rewelding in correct location at 2nd floor level, Line 11.3 and 11.3-"C.3 ". Reinforced Masonry: Inspected placing of reinforcing steel and laying of masonry units in 3rd lift of walls of piers c',lt Line "I.5 11 to "J"· and 11G11 to "G. 5 ", 10 1 -0 " west of Line 10. (1) Sears Roebuck and Company REPORTED To, (2) McClellan/Cruz/Gaylord & Associates (1) Rut}v:-0££ and Englekirk (1) R.G. Fisher, Attn: c. Jensen ~ity of Carlsbad ~ TESTING RS • SAN DIEGO THC:kh 1!12882 --· f f n Testing Engineers-San Diego . · a'QLJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 'l JI 1903 West Vista Way, Unit B, Vista, Cf;llifornia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS l'ORM 4- File #5019-2, Permit #78-5757 DATIE April 30, 1979 Joe, Sears -Carlsbad ADDRESS: 2525 El Camino Real, Carlsbad, California OWNl!!R: Sears, Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates 0 REG. WT. C0NCRl!:TE O C0RH ENGtNl!!ER: Ruthroff and Englekirk 0 LIGHT WT. CoNCRETE ~ MORTAR CONTltACTOR: R.G. Fisher Company 0 GUNITE O GROUT l.AD0RAT0RY NUMBER C34-1354 MARK ON SPECIMEN Sears 1/:75 A B C LOCATION IN STRUCTURE Pier at Line 6 to 6.5, 101 -011 south of 11L11 BRAND OF CEMENT USIED • BRANO AND TYPE 01" ADMIXTURE SOURCE OF SAND Colton Low Alkali, Type I-II Flintkote Lime, Type "S", and Color Sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) • • TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AIR TEMPERATURE OF MIXTURE S!"t.CIMENS MADE BY . . DATE MADE . . . . . DATE RECEIVED . . . .. DATE TESTED . . . . AREA, SQUARE INCHES . . Ul..,-IMATE LOAD. Lae. . . . . . . . . . . . . . CRUSHING STRENGTH LBS. PltR. SQ. IN. AGE TESTED, DA VS • • • • UNIT WEIGHT, . LBS. l"ER. CU. PT. Sl"ECIFIED STRENGTH REPORTED To: 1 cement, 3\ sand, 1/4 lime Job Mixed Testing Engineers-San Diego April 23, 1979 April 24, 1979 April 30, 1979 3.14 5660 1800 7 2000 psi CLIENT (1) Sears, Roebuck and Company . (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, At tu: C. Jensen .,r--("'l"')~ity of Carlsbad THC:kh TEST(NG ENGINEERS -SAN DIEGO REVIEWED BY. /}_ /I 1/ ~l4iP.a · T. H. Chat-rn#,R.E. 1/:12882 JP --l'ORM .& i fJ Testing Engineers-San Diego nou 3467 Kurtz St., P. 0. Box 8098.5, San Diego, Ca. 92138 (714) 225-9641 LJj JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Rl!:PORT OF COMPRESSION TESTS File #5019-2, Permit #78-5757 Joe, Seats· -Carlsbad AooRESB: 2525 El Camino Real, Carlsbad, California OWNER, Sears Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates ENGINEER: .Ruthroff and Englekirk CoNTRACTQR, R. G • Fi sher Company LADORA.TORY NU~BER C34-1031 MARK ON SPECIMEN Sears {/:58 A B DATE April 6, 1979 4pril 27, 1979 0 RIEG. WT. -CONCRETE O CORES 0 LIGHT WT. CONCRETE XXi§ MORTAR 0 GUNITE O GROUT C LOCATION IN STRUCTURE Pier, Line "G", 10 1 -0 11 west of Line 10, 1st lift Colton I-II BRAND OF CEMENT USED BRAND ANO TYPE OJI" ADMIXTURE SOURCE OF SANO Flintkote Lime, Type "S", and Color Sorrento Sand Company {/:65-65 Rttcen, .. SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPERATURE OF AI.R • • TEMPERATURE OF MIXTURE • SPECIM'ENS MA.PE BY DATE MADE • • • • • DATE RECEIVED . . . .. DATE TESTED . . . . AREA, SQUARE INCHES . . ULTIMATE LOAD. LBS. . . . . . . . . . . CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TES:TED, DA Ya • • • • UNIT WEIGHT, LBS. P'l!:R: CU. l""T. 5,-ECIFIED STRENGTH REPORTED TO: 1 cement, 3~ sand, 1 /4 1.ime Job Mixed Testing Engineers-San Diego March 30, 1979 April 2, 197.9 Aprii 6, 1979 3.14 5820 1850 7 April 27, 1979 3.14 10360 3300 28 2000 psi - CLIEN7 (1) (2) (1) (1) Sears Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk ~;I;) APR . f:O CJry OF 801979 Bui/ding ~ARLSBAD . epartme11t Stored & cured, not tested R.G. Fisher Company, Attn: C. Jensen City o.f Carl shad ~ TESTING ENGIN~ERS AN DIEGO ·Rl;VIEWED BY. / . ~ // . / -. -~IIAUYJ THC:kh T .H. Chapmatf,' R .E. {/:12882 JP --• FORM 111 JP' [ ·. rJ Testing Engineers-San Diego · [1'0LJ _·3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641. 'f.,. , __ JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE_T_W_O_-- Permit 1/:78-5757 JOB: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 MO. DA. 926 3/15 928 3/16 998 3/26 1030 3/30 1050 4/2 1103 4/4 1105 4/6 LOCATION IN STRUCTURE Line "L II from 8 t~ 10, 4th lift above 2nd floor. Sears 1/:52 A-B·· C. Made by TESD. 4th lift Line "A" from 8 , to 9. Sears #54 A-B-C. Made by' TESD. Line "c" from 10 to 16, 1st lift above 2nd floor. Sears #56 A-B-C. Made by TESD. Line "E" from 10 to 6, 1st lift. Sears #57 A-B-C. Made by TESD. Wall, Line "C" from 10 to 16, 2nd lift above 2nd floor. Sears #59 A-BC. Made by TESD. Third lift, Line "c" from 15 to 16. Sears 1160 A-B- C. Made by TESD • Wall Line 10, "E" to "H", 2nd lift above 2nd floor. Sears 1/:62 A-B-C. Made· by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord & Associates . (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen ~ty of Carlsbad c:,q THC:kh MIX No. 33-260 GROUT PUMPsPEc. 28-DAY STR. 2000 PSI TY.PE CEMENT 6.5 Sey SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. Sl;?E 3/8 IN * STORED & CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : DATE SLUMP IN. 6 8 OTHER 7-DAY 28-DAY TEST · .AGE RESULTS MAILED 2370 3610 60-day *Disc. 3/23/79 4/6/79 4/13/79 4/2,7 /79 2680. 4380 60-day *Disc. 3240 4780 60-day *Disc. 2420 4030 60-day *Disc. 2450 2260 2620 RECitlVE APR 3 01979 CIT)' OF C B11ildin ,ARLSBA g Di Partment 1112882- --f · · ·.; -Wfft Testing Engineers-San Diego nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi-c::-.J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FORM Ill JP' FILE No. _5;;_0;;;..;l=-:9'---...:::2=--SUMMARY OF COMPRESSION TEST RESULTS PAGE-E--'O::.:NE=--- Permit 1t78-5757 JOB: Sears -Carlsbad 2525 El Camino Real Carlsbad, california Mix No_...;:3...;:3_-.:::.24~6--'PUM"-==P'---_ SPEC. 28-0A Y STR. 3000 p51 . 4 IN. ADDRESS: TY.PE II CEMENT __ ::..5.:..•:...7 __ SCY SPEC. SLUMP AoMix. __ Po_z_z_. ___ . _3_0_0_N_a_n_d ___ . _M_BAE-'-. ---'---AGG. SIZ.c..E __ l_ iN • STORED Ile CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. C34 DATE CAST MO.·DA. LOCATION IN STRUCTURE SLUMP IN. 1141 4/9 2nd floor slab, Line·. 7 from 4-3/4 "H" to "I". Sears 1/:63 A-B- 1142 4/9 1197 4/11 1198 4/11 C. ·Made by TESD. 2nd floor slab, Line 9 from "Jn to "K". Sears 1/:64 A-B- C. Made by TESD. 2nd floor slab, Line "H" from 2 to 3. Sears #66 A- B-C. Made by TESD. 2nd floor slab, Line "K" from 4 to 5. Sears #67 A- B-C. Made by TESD. 4 3~ 1267 4/17 2nd floor slab, Line "C" 3.lz; from 5 to 6. Sears #70 A- B-C. Made by TESD. 1268 4/17 2nd floor slab, Line ''E" 3-3/4 from 8 to 9. Sears #71 A- B-C. Made by TESD. 1300 4/19 2nd floor slab, Line 2 from 4\ 1301 4/19 "B" to "C". Sears· 1/:72 A-B- e. Made by TESD. 2nd floor slab, tine "F" from 4 to 5. Sears #73 A- B-C. Made by TESD. (1) Sears Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen ~)-etty of Carlsbad ~. (1) Conrock V V, THC:kh 4\ 7-DAY 2480 2320 2140 2530 2480 2650 2410 2480 28-DAY TEST AGE OTHER RESULTS DATE MAILED 4/19/79 ·.-4'./2 7 /7 9 Fb . £CE:1v:::o APR 301979 Cl1Y OF £~AR Building ) .. LS BAD epartm&,t 1/:12882 • -FORM IIJ JI' f . -_J)!fl/ Testing Engineers-San Diego 001/!JJ 3467KurtzSt, P.O. Box 80985, San Diego, Ca. 92138 (714)225.,.9641 LJj .·-/:0. JJ _ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FtL.E No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE __ -_T.;...HR_E_E_ Per111it 1/:78-5757 Joe: Sears -Carlsbad ADDRESS: 2525 El Camino Real Carlsbad, California YEAR: LAB NO. C34 1143 ·:•1242 1302 1979 DATE CAST MO. DA. -4/10 4/16 4/19 LOCATION IN STRUCTURE Third lift, Line ''E" from 13 .to 15. Sears 1165 A-B- C. Made by TESD. Final lift, Line "E" from 12 to 13. Sears #69 A-B-C. Made by TESD. Final lift, Line "C" from 15 to 16. Sears #74 A-B- C. Made by TESD. (1). Sears Roebuck and Company. (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Compan~Attn: C. Jensen ~y of Carlsbad • THC:kh Mix No 33-260 GROUT PUMP SPEC. 28-DAY STR. 2000 TY.PE CEMENT 6.5 SCY SPEC. SLUMP 8 ADMIX. Pozz, 300R AGG, Sl7E 3/8 * STORED & CURED. NOT TESTED . . ULTIMATE COMPRESSIVE STRENGTH, PSI : DATE SLUMP IN. 7-DAY 28,DAY TEST AGE OTHER RESULTS MAILED Psr IN. IN 2080 4/19/79 4/27 /79 1970 2190 Jli £c £nn:: o APf 301979 cr~y OF nAR c~ Build' ~ L .. ~BAD ing Departmont 4/:12882 • -. (( . !Cf/ Testing Engineers-San Diego !1'Qj[jJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92t'38 (714)225-.9641 ~ -} 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758.,.3730 • FORM 18 JP' FILE No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAG~E ___ T_HR __ E_E __ Permit 1/78-5757 Joe: Sears -Carlsbad ADDRESS: 2525 El Camil;lo Real Carlsbad, California YEAR: 1979 LAB NO. DATE CAST C34 MO. DA. 1143 4/10 LOCATION IN STRUCTURE Third lift, Line ''E" from 13 .no 15. Sears 1/65 A-B- C. Made by TESD. ,.,,. CIT'· t..ii· , ~ . ., '1 .... 1._ (;,:,;,",..; ~ .. (1) Sear$ Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen -(~ ·city of Carlsbad THC:kh Mix No 33-260 GROUT PUMP SPEC. 2?-DAY STR. 2000 'PSI TY.PE CEMENT 6.5 Sey SPEC. SLUMP 8 IN. ADMIX. Pozz. 300R AGG. S17F' 3/8 IN t STORED a: CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGJ"H·. PSI DATE MAILED SLUMP IN. 7-DAY 2080, 28-DAY TEST AGE OTHER RESULTS 4/19 /79 _[) 1ftl2882 --P'ORM 4 • fl --.'f!f1 Testing Engineers-San Diego nou 346?KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJj -1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5019-2, Permit #78-5757 Joe, Sears -Carlsbad AooR1tss, 2525 El Camino Reat,Carlsbad, California OWNER: Sear.s, Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates ENGlNl!ER: Ruthrof f and Engle kirk CONTRACTOR: R.G. Fisher Company LABORATORY NUMBER C34-976 MARK ON SPECIMEN $ears 1/:55 A B DATE March 30, 1979 April 19, 1979 0 Rli:G. WT, CONCRETE O CORl!S 0 LIGHT WT. CoNCRETE )GOXMORTAR 0 GUNITE O GROUT C LOCATION IN STRUCTURE Line "A" from 6 to 8, 18 '-0" above 2nd floor ' Colton Low Alkali, Type I-II BRAND OF CEMENT U&ED BRAND AND TYPE OJI: ADMIXTURE SOURCE OF SAND· • Flintkote Lime, Type "S" and Color l/:6565 Sorrento Sand Company SOURCE PF ROCK - • • • • • MIX .PROPORTIONS OR NUMBER SUPPLIER (CONCRETE) • TRUCK No. /;, TICKET No. • SLUMP ·OR KELLY BALL TEMPERATURE OF AIR,; · · TEMl"ERATURE OF. MIXTURE SPECIMENS MAO£ BY DATE MADE . . . . OF "F . . . . DATE RECEIVED • • • -• • • DATE TESTED ·• AREA, SQUARE INCHES ULTIMATE LOAD. LBS. • • • • CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED, DAYa • • • • • UN.IT WEIGHT, LBS. ,-e:R, CU. FT. • SPECIFIED STRENGTH REPORTED To: ' l·cement, 3\ sand, 1/4 lime Job Mixed Testing Engineers-San Diego March 22, March 23, March 29, 3.14 6800 2165 7 1979 1979 197-9 April 19, 1979 3.14 : 10340 3290 28 2000 psi CLIENT (1) Sear·s, Roebuck and Company· (1) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk Stored & c.ured, not tested . (1) R.G. Fisher Comp~ny,-Attn: c. Jensen ~ City of Carlsbad~ TE~TfNG ENGINEERS-AN DIEGO REVIEWED ·BY. . ~/2 'I: -~/2 THC:kh ,t 1 ,m7, • T.H. Chap .. rn, R.E. #12882 JP . , ~ -f ·· ···WfJ/ Testing Engineers-San Diego -nao 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJl · ···· 1 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 · FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS FORM 10 JI' Permit 1/:78-5757 JOB: ·sears -Carlsbad Mix No __ 3_3_-_2_4_6_PUM __ P_..,..._ SPEC. 28-DAY STR 30()0 JS! . ~ ADDRESS; 2525 El Camino Real Carlsbad, California TY.PE II CEMENT __ 5_._7 ___ SCY SPEC. SLUMP 4 · IN. AoMix. __ P_oz_z_._3_0_0_N_an_d_M_BAE __ --,-_ AGG. Sl:7'.E l IN. * STORED & CURED. NOT TESTED YEAR: 1979 ULTIMATE COMPRESSIVE STRENGTH. PSI LAB NO. C34 DATE CAST MO. DA. 1141 . 4/9 ) 1142 4/9 1197 4/11 1198 4/11 LOCATION IN STRUCTURE SLUMP IN .. 2nd floor slab, Line 7 from 4-3/4 11H11 to nI ". Sears 1/:63 A-B- e. Made by TESD. 2nd floor slab, Line 9 from "J" to "K". Sears 1/:64 A-B- e. Made by TESD.- 2nd floor slab, Line 11H11 from 2 to 3. Sears #66 A- B-C. Made by TESD. 2nd floor slab, Line "K" from 4 to 5. Sears #67 A- B-C. Made by TESD. 4 4-½; APR 2 31979 QIT'' OF ,P ~RLSBA D ...., ........... 1g D(~,Jartmen ~ (1) Sears Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk .· (1) R.G. Fisher Company, Attn: c. Jensen '>$:;(~1.--) City of Carlsbad ~ !~ (1) ·conrock THC:kh 7-DAY 28-DAY 2480 2320 2140 2530 TEST AGE OTHER RESULTS 1/12882 : DATE MAILED 4/19/79 --FORM I PAGE I JP f fn Testing Engineers-San Diego · nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 .. LJ't:;J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34--1333 INSPECTION REPORT DATE April 18, 1979 FILE: 5019-2, :fermit 1178-5757 INsPEcT10N oF Reinforced Concrete, Rein- forced Masonry, Structural Steel JoB, Sears -Carlsbad FABRICATOR oR ERECTOR: Riverside Steel, Eckles Welding, Masonry Buildings, Wincon . CoNTRAcToR, R!G. Fisher Company ADDRESS: 2525 El Camino Real, Carlsbad, California SHOP __ _ FIELD_x_xx __ PLANT __ _ DATE REG. HRS. O.T. HRS. REINSP. HRS. 'INSPECTOR DATE 4/9/79 REG. HRS. 8.0· 0. T. HRS. REINSP, HRS. INSPECTOR L .E. Sullivan- DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. JNS?ECTOR. DATE 4/10/79 REG. HRS. 8.0 O.T.HRS. · 1.0 REINSP. HRS. INSPECTOR Reinforcing Steel: Concrete Mix: Grout Mix: Electrode: . Certified Welders: ASTM A615, Grade 40 and 60. 33-246 (5.7 sks., 3000 psi). 33-260 (6~1 sks., 2000 p,i). AWS E7016 and E7018. S. Price, D. Flores, H. Rippe. Reinforced Concrete: Inspected placing of trim bars at conduit holes per 'Notes 6/S3' and· 28/S9, cleaning of decking,, and· placement.·of. 2!)1.0 cubic yards of concrete in 2nd floor slab, Line 5 to 10 and "F" ·to ''L ". Cast three test samples, marked Sears #63 A-B-C, from truck containing 57th yard, placed at Line 7 from "H" to "I", with 4-3/4" slump. Cast three· test samples, marked Sears 1/:64 A-B-C., from truck containing 171st yar"d, placed at Line 9 from "J" to "K", with 4 11 slump. Reinforced Masonry: Inspected placing of reinforcing steel per Details 1/S8, i/$4, 25A/S9, 9/S11 and 8/S8, and laying of masonry units in the following walls: Line 10 from "E" to "H" from 8'-811 to 12'-8" above 2nd floor·; and Line "E" from 10 to 16 from 10'-8" to 141 -811 above 2nd floor. St.ructural Steel: Inspected and -~approved resistance welding of shear connectors through metal decking to structural supports in 2nd floo-r at Line 6.3 to 7 and 11H11 to "I", and Line 1 to 6 and "G" to "J.7". Inspected bolting, tightening and __upse~n: of~ bolts in roof area, Line 1 to 10 and 11H11 to ''L". Witness d erection of steel members in area,12 to 16 and "E" to "c", 1st to 2nd floor. Inspected spreading~ aligning and tack we.lding of decking sheets to structural members:in roof area, L:ine 7 to 8 and "K" to "L 11• Reinforced Concrete: Inspected placement of reinforcing steel for-southeast portion of 2nd floor slab per Note 6/S3, Detail 28/S9, and chord steel diaphragm, Line 1 to 6 and "G II to ''L 11• Reinforced Masonry: Inspected placing of reinfor_cing steel and laying of masonry units in following walls: Line 16 from "C" to "E" from 14 1-811 to 16 1-811 above 2nd floor; Line 10 from ''E" to "H" from 12'-8" to 15 1 -4" above; --FORM I JP f ·· · ·: ·PIii Testing Engineers-San Diego nG[)J 3467KurtzSt., P.O. Box80985,Sa 0 nDiego, Ca. 92138 (714)225-9641 LJQ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 . PAGE 2 OF 3 LABORATORY NUMBER SD34-1333 JOB: Sears -Carlsbad DATE April 18, 1979 DATE 4/10/79 REG. HRS. (cont.) 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS, 0. T. HRS. 4/11 /79 8.0 0.5 .. REINSP. HRS. INSPECTOR ,DATE REG. HRs·. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 4/12/79 REG. HRS. 8. 0 O. T.HRS. REINSP. HRS. INSPECTOR and Line 10 from "A" to "C" from 16'-8" to 22 1 -0 11 finish height. Witnessed placement & consolidation of 19.0 cubic yards of grout in walls as follows: 3rd lift at Line "E" from 10 to 16, and Line 10 from "E" to "H"; 4th lift at Line 16 from "c" to ''E"; and 5th lift of Line 11C11 from 13 to 16. Cast three grout samples·, marked Sears 1165 A-B-C, at Line "E" from 15 to 16. Structural Steel: Witnessed erection of structural members in Automotive area, Line 10 to 16 and 11C11 to "E", 2nd floor to roof. Inspected and hammer tested appro~imately 50% of shear connecto,rs in 2nd floor ·area, Line 1 to 5 and "J.711 to "K.711, except Line 3 to 4 on Line "J.311• These were in- explicably omitted. Inspected spreading, aligning and tack welding of roof decking sheets per" approved Wincon plans in area 2 to 9 and "J" tq "J11; 5 to 9 and "F" to "H"; and 7 to 9 and "E II to nF". Reinforced Concrete: Inspected placement & consolidation of 119.5 cubic yards of concrete in 2nd floor slab, Line 1 to 6 and "G" to "H". Cast three . test samples, marked Sears 1166 A-B-C, from truck containing 57th yard, placed at Line "H" from 2 to 3, with 4,k" slump. Cast three test samples, marked Sears 1167 A-B-C,. from truck containing 171st yard, placed at Line "K" from 4 · to 5, with 3~11 slump. Structural Steel: Inspected and approved welding by shielded arc method of shear connectors which had been omitted at 2nd floor, Line "J~3" from 3 to 4. Inspected aligning and tack welding of decking sheets in 2nd floor area, Line 1 to 3 and "A" to "D". Inspected and approved plug welding of sheet~ to structural supports in 2nd floor area, Line 3 to 6 and "A" to "E ". Inspected bolting of structural members at 2nd floor level, Line 10 to 16 and "c" to ''E". Inspected and approved welding of roof opening frames to structural members at Line "A.311 from 6 to 7. Reinforced Masonry: Inspected placing of reinforcing steel per Details l/S-8, 8/S-8, l/S-4, 25A/S-9, and 9/S-11, and chord steel diagram on Sheet S-5; and laying of masonry units in following walls above 2nd floor:. Line 10 from "E" to ·"H" from 15 1 -411 to 17'-4" above; Line 16·frorn He" to 11E11 from 161 -8" to 181 -8" above; Line "C" from 10 to 12 from 141 -011 to 16'-8" above; and Line "E" from 151 -4" to 17'-4" above. Reinforced Masonry: inspected placing of new header channel in door ope!;ling at Line "C" from 12 to 13. Inspected placing of reinforcing steel per Details 8/S-8, 9/S-11, 25-A/S-9, and chord bar diagraph on Sheet S-5, and laying of masonry units in following walls above 2nd floor: Line "Eu from .10 to 15.6 from 171 -411 to 18'-0" above; Line 11E11 from 15.6 to 16 from 171 -411 to 20' -811 above; Line "c" from 12 to 13 from 12' -011 to 16'·-011 above; and Line --FORM I .JP t ---~~\5¥/11 ·resting Engineers-San Diego · ADJ/l:JJ 3467KurtzSt., P.O. $ox 80985, San Diego, Ca. 92138 (714)225-9641 .: Utz:J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 PAGE 3 OF 3 LABORATORY NUMBER SD34-1333 JOB: Sears. -Carlsbad DATE April 18, 1979 DATE 4/12/79 REG. HRS. (cont.) 0. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T. HRS. REINSP. HRS. INSPECTOR DATE 4/13/79 REG. HRS. 8.Q 0. T. HRS. REJNSP. HRS. INSPECTOR DATE REG. HRS. o. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS, O.T. HRS. REINSP. 1:-tRS .. ,INSPECTOR "C" from 14 to 16 from 14 • -811 to 18' -8" above. Cast three mortar samples, marked Sears 1f68 A-B-C, from Line "cir from 14 to 16 at 16 1 -0" above 2nd floor. Structural Steel: Inspected and approved welding of decking sheets to structural supports in 2nd floor, Line 1 to 3 and "A" to· 11E11• Inspected alignment, gauge pattern, and tack welding of roof decking sheets in following. areas: 1.1 to 9 and "J" to 11K"; 1.2 to 2 and "H" to "J"; 1.1 to .S and "F" to "H"; 5 to 9 and 11B11 to "F"; and 3 to 5 and ire" to "D". In- spected bolting. at Automotive building roof, Line 11 to 13 and "C" to "E". Inspected and approved aligning, joint preparation, preheating, and full penetration welding of beam flanges at roof elevation, Line 15.6 at "c·" and "E" per petail M S-10 of approved plans. Reinforced Masonry: Inspected placing of reinforcing steel per Details l/S-8, 8/S-8, 9/S-11, 25-A/S-9, and Sheet 5 chord steel diagram, and laying of masonry units in following walls ·above 2nd floor: Line 11C11 from 12 to 13 from 16'-0" to 18'-0" above; Line "c" from 10 to 16 from 16 1 -811 to 22 1 -0 11 above ; Line 10 from "E II to "G II from 17 1 -4 11 to 22 1 -0 11 above ; and Line "E" from 10 to 12 from 171 -4" to 22' -0" above. Structural Steel·: Inspected and approved welding of new connection plat.e to east face of girder at Line "E-3 ", roof elevation, where plate had been mislocated in fabrication shop. Inspected bolting of roof beams, Line 1e to 16 and "c" to ''E". (1) Sears Roebuck and Company REPORTED To, (2) McClellan/Cruz/Gaylord & Associates (1) Ruthrofff and Englekirk (1) R.G .• Fisher Compa:ny, Attn: C. Jensen ~ity of Carlsbad ~ THC:kh TESTING ENG_INEE~{) SAN DIEGO D/~ . /~( (tk T.H. /Chapman, R.p. 1f12882 -• (( . ·. ¥ii Testing Engineers-San Diego · fl'{J}/[JJ 3467 Kurtz St., P.O. B;x 80985, San Diego, Ca. 92138 (714) 225-9641 ; 'L..L:~J 1903 West Vista Way, Unit B, Vista, Califo1n_ia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS l'ORM 4 File #5019-2, Permit #78-5757 DAn: April 18, 1979 Jos, Sears -Carlsbad ADDREss, 2525 El Camino Real, Carlsbad, California OWNER, Sears Roebuck and Company ARCHITECT: McClel.lan/Cruz/Gaylord & Associates ENGINEER: Ruthrof:f and Englekirk CONTRACTOR: R.G. Fisher Company LABORATORY NUMBER C34-1199 MARK ON SPECIMEN Sears 1168 A B 0 RIEG. WT. CONCRETE 0 LIGHT WT. CoNCRETE 0 GUNITE C 0 CORES ~MORTAR 0 GROUT LOCATION IN STRUCTURE Wall at Line "E" fro.m 14 to 15, 18 1 -011 above 2nd floor Colton Lo Alkali, Type I-II BRAND OF CEMENT U81ED BRAND AND TYPE O'I' ADMIXTURE SOURCE OF SAND • • . Flintkote Lime, Type 11S 11, and Color 1/:6565 Sorrento Sand Company SOURCE OF ROCK • • • MIX PROPORTIONS OR NUMBl:R S_UPPLlER (CONCR~E) • • TRUCK No. & TICKET No. • SLUMP OR KELLY BALL TEMPER,\TURE OF AIR_.. • · • •F TtEMPERATURE OF MIXTURE SPECIMENS MADE BY • DATE MADE DATE RECEIVED . . . DA.TE TESTED . . . . AREA, SQUARE INCHES ULTIMATE LOAD. Laa. . •F . . . . . . . . . . . . . CtfUSHING' STRENGTH LBS. PER. SQ. IN. AGE TESTED. DAY• UNIT WEIGHT, LBII. P'ER. CU • ..-r. Sl"li:CIFIED STRENGTH REPORTED TO: l cement, 3\ sand, 1/4 lime Joh Mixed Testing Engineers-San Diego April 11, 1979 April 13, 1979 April 18, 1979 3.i4 8460 2690 7 2000 psi CLIENT (1) Sears, Roebuck and Company (2) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G·. Fisher Company, Attn: C. Jensen ""tB--J;ity of_ Carlsbad ~ THC :kh TESTING ENGINEERi?AN DIEGO REVIEWED BY. . -A -~de-- T.H. Chapma~,/R.E. #12882 JP -~ .. r r ~ - R.ECEIVED APR 191979 CITY OF CARLSBAD Building Department • • -FORM 1 PAGE I JP fr'", ?fl/ Testing Engineers-San Diego nou 3467 Kurtz St., P.O. Box 80985, San Diego, Ca. 92138 (714) 225-9641 LJj JI 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 LABORATORY NUMBER SD34-1244 INSPECTION REPORT DATE April 11, 1979 .FILE: #5019-2, Permit #78-5757 INsPEcT10N oF Reinforced. Concrete, Masonry and Structural Steel Assembly JoB, ·sears -Carlsbad FABRICATOR oR ERECTOR, Riverside Steel/ Masonry Bldrs. /Brawley Steel/Winccm Deck. and Eckles Stud Welding CoNTRAcToR.: R. G. Fisher Company ADDREss, 2525 El Camino Real, Carlsbad, California SHOP __ _ FIELD XXX PLANT---,-- 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 4/2/79 8.0 1. 0 J/ L. Sullivan DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR 4/3/79 · 8.0 Reinforcing Steel: Structural Steel: Electrodes: Block: Mortar: Grout: Decking: Cer.tified Welders: ASTM A615, Gr. 40 and 60. ASTM A36. AWS E6016 and E7018. ASTM C90, Gr. N-2, medium weight. 2000 psi. 33-260 (6.5 sks., 2000 psi). /:J £.c' · Verco: BR30, 18 gal, ·1½11 high-invert~t · £ / v·~o S. Price ~~ D. Flores APR 18197g H. Rippe. CJTY Q . . .·FCAR · Bui/ding D LSBAo . epartment Reinforced Masonry: Inspected placing of reinforcing steel per Details l/S-8,. 25A/S-9 and notes on Sheet S-4, and laying of masonry units in wall at Line 11c11 , 10 to 16, 4,..:011 to 8'-011 above 2nd floor. Inspected piacing and con- solidation of 9½ cubic yards of grout in following walls: Second lift above 2nd floor at Line "C 11 , 10 to 16; first lift above grade at piers at 111.511 , 10'-011 west of Line 10 and 6.5, 10'-0" south of Line 111 11 • Cast three test samples, marked "SEARS 1159 A-B-C. Structural Steel Assembly: Inspected aligning and tack welding of decking sheets in 2nd floor areas as follows:. Lines "B" to "E" and 8 to 9.5; Lines 6 to 8 and 11F11 to "G"; Lines 7 to 8 and 11A11 to 11G',1 • Accepted three truck loads of steel members. Inspected bolting and damaging of threads __ , of A307 bolts in 2nd floor area 4 to. 6 and 11A" to "E'~ lnspectec:T9 erectio of structural members in area "A" to 11B" and 4 to 6, 1st floor to roof·, and area "A" to 11G11 and 4 to 6, 1st to 2nd floor. Rei~forced Masonry: Inspected placing of reinforcing steel per Details l/S-8, 8/$-8, 16/S-9 and 25A/S-9, and laying of masonry units, from 8'-0" to 10 1 -811 above 2nd floor, in walls at Line "C", 10 to 16 and Line 16, "C" to "E". Structural Steel Assembly: Inspected alignment and tack welding of decking sheets in area of 2nd floor, Lines 6 to 7 and "A" to 11F11 • Inspected and · • -FORM I JP re -. }fl Testing Engineers-San Diego · ns!JJ 3467K~rtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 Pae 2 of 3 LABORATORY NUMBE;R SD3,4-1244 Sears Carlsbad DATE April 11, 1979 DATE 4/3/79 REG. HRS. cont. 0. T. HRS. REINSP, HRS. INSPECTOR DATE REG. HRS. 0. T. HRS. REINSP. HRS. INSPECTOR DATE 4/4/79 REG. HRS. 8.0 0. T. HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. 0. T.HRS. REINSP. HRS. INSPECTOR DATE REG. HRS. O.T.HRs. REINSP. HRS. INSPECTOR DATE REG. HRS. .O •. T.HRS. REINSP. tiRS. INSPECTOR .( 4/5/79 8.0 approved plug welding of decking sheets to structural supports, in 2nd floor area 8 to 10 and "E" to 11J". Inspected bolting and upsettip.g of threads of A307 bolts in 2nd·floor area, "A" to "G" and 5 to 6. inspected erection of structural members in following areas: Lines 4 to 6 and "A" to "G", 2nd floor to roof; 1 to 2 and "A" to "G", 1st to 2nd floor; 1 to 2 and "E" to "G", 2nd floor to roof. Inspected resistance welding of 3/4"x3" nelson studs in 2nd floor areas "Fil to "K.7" and 6 to 10 and "Gn to "K.7" and 5 to 6. Hammer tested 100% of welded studs and found one reject. ~ Reinforced Masonry: Inspected placing and consolidation of 9½ cubic yards of grout in 3:rd lift above 2nd floor, Lines "C", 10 to 16 and 16, 11C11 to "E"; filled beam pockets at 2nd floor, Line 1, "J''. to "L", Line "L11 , 1 to 10 and Line 10, "J" to "L". Cast three test samples at Line "C11 , 15 to 16, marked "SEARS #60 A-B-C. Inspected placing of reinforcing steel and laying of masonry units in following walls above 2nd floor: Line "E", 10 to 16,'.4'-0" to 8' -8" above; Line "C", 10 to 12, 10' -8'' to 12 '-8" above. Structural Steel Assembly: Inspected alignment and tack welding of sheets in area 1 to 5 and "F" to "I". Inspected plug welding of sheets to structural members in 2nd floor area 1 to 4 and "G" to "J". Inspected erection of structural members in following areas: 1 to 2 and "A" to 11E", 2nd floor to roof; 2 to 4 and "F" to "G", 1st to 2nd floor; 3 to 4 and ''A" to "F", 1st to 2nd floor; 3 to 4 and "A" to "B", 2nd floor to roof. Reinforced Concrete: Inspected installation of chord bars, per Sheet S-3, at Line "L", 1 to 10 and.Line 10, "J" to "L", 2nd floor el~vation. Structural Steel Assembly: Inspected bolting of 2nd floor area 3 to 5 and "A" to "F". Inspected erection of structural members in following areas: "B" to "G" and 3 to 4, 2nd floor to roof; 2 to 3 and "A" to "G", 1st floor to roof. This completes main building steel erection. Inspected alignment and tack welding of 2nd floor decking sheets in areas as f·ollows: 4 to 6 and "A" to "F"; 1 to 5 and "D" to "F". Inspected plug _welding of de9-king . -• FORM 1 JP / t~ . !R -Testing Engineers-San .Diego nou 3467KurtzSt., P.O. BoxB0985, San Diego, Ca. 921~8 (714)225-9641 ,.-LJi : · J 1903 West Vista Way, Unit B, Vi~ta, California 92083 (714) 758-3730 · LABORATORY NUMBER SD34-1244 Sears -Carlsbad· DATE April 11, .1979 DATE 4/5/79 REG. HRS. cont. 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 DATE REG. HRS. O.T.HRS. REINSP. l;-IRS. INSPECTOR 4/6/79 8.0 0.5 · REPORTED To: (1) (2) (1) to structural supports, in area 1 to 6 and "F" to "G11 •· All welding approved. Reinforced Concrete: Inspected and app~oved installation of #3 reinforcing bars at 18" on center each way, in area of 2nd floor at 5.5 to 10 and "F" to "L". Reinforcing Masonry: Inspected placing of reinforcing steel per Details 8/S-8, 16/S-9, 25A/S~9 and l/S-8, in walls above 2nd floor as follows: Line 10, "E" to "H", 4'·-8" to 8'-8" above; Line "C", 10 to 12, 12'-8" to 14'-0" above; Line 10, "A" to "C", 12'-8" to i6'-8" above. Cast three test samples from mortar at Line "C", 10 to 12, marked "SEARS lf61A-B-C. Structural Steel ·Assembly: Inspected tightening of eight 1" diameter A325 bolts at 5'-0" south of Line "I" at 6.3 and Line ·s at 5'-0" north of "H" at 6.3. Inspected tightening of five 1-1/8" diameter A325 bolts at Line 6, 5'-0" south of "I", ·and Line 5 at 6, 5'-0" north of 11H11 • Found that ·connection plate at Line 4, 8'-lO"_north of 11F11 had been welded 1'-0" north of proper position and must be corrected. Inspected erection of structural members in Automotive Building, Lines 10 to 12 and 11C11 to "E", 1st to.2nd floor. Accepted two truckloads of structural members. Inspected aligning and tack welding of sheets in area of 2nd floor, Lines 3 to 6 and "A" to "D". Inspected and approved welding of decking sheets to structural members in 2nd floor ar·ea, Lines 1 to 6 and "E" to "F". Reinforced Masonry: Inspected placing of reirtforcing steel and laying of masonry units in walls above 2nd floor as follows: Line "C", 12 to 16, 10'-8" to 14'-0~'; Line 16, "C" to "E", 10'-8" to 14'-0" above; Line "E", 10 to 11, 8'-0" to 10'-8" above,. Inspected placing and consolidation of 19 cubic yards of grout in following walls above 2nd floor: Line 10, "E" to "H" .and "E11 , 10 to 12, 2nd lift; Line "E" 12 to 15, 3rd lift; Line 16 ''C" to "E", - and Line 10, "A" to ."C", 4th lift. As grout was being placed at Line "E", 12 to 13, shoring under door frame gave way and wall collapsed, bending header channel of door frame down ·approximately 4'-0". Cast three test samples from grout placed at Line 10, "E" to "H", marked "SEARS #62 A-B-C. Sears Roebuck and Company McClellan/Cruz/Gaylord & Assqciates Ruthroff & Englekirk -...,__ (1) R. G. Fisher Company, Attn: C. Jensen TESTING -c"'l~ity of Carlsbad THC:rh T. -_, f .· }{!J Testing· Engineers~San Diego nou 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJi -·.;-J) 1903 West Yista Way, U17it B, Vista, California 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS File #5019-2, Permit #78-5757 Joa, ADDRl!:SB: Sears -Carl shad o ea C E I . March 23, 1979 April 13, 1979 25 25 El Camino Real; Carl shad, Cali ;A.ru . OWNl!R: ARCHITECT: EN~INl!:ER: CONTRACTOR: Bears Roebuck and Company McClellan/Cruz/Gaylord & Associates Ruthroff and Englekirk R.G. Fisher Company· LABORATORY NUMBER C34-927 MARK ON SPECIMEN Sear,s 1/:53 A B . 0 RliG. WT. CONCRETE sf)lel:;r· CoNCRETE C LOCATION IN STRUCTURE Line ''L" from 1 to 4, 16' above 2nd floor Colton Lo-Alkali, Type I-II BRAND OF CEMENT USED BRAND AND TYPE OF ADMIXTURE SOURCE OF SAND Flintkote Lime, Type 11S II and Color 1fa6565 ·sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBIER _SUPPLIER (CONCRETE) TRUCK No. /J, TICKET No. • SLUMP OR KELLY BALL T~MPERATURE OF AIR / TEMPERATURE OF MIXTURE SPECIMENS MAOE BY DATE MADE DATE RECEIVED DATE TESTED ARli'.A, SQUARE INCHES ULTIMATE LOAD. Laa. .,. CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED, DAYS UNIT WEIGHT, LBB. f'l!:R. CU. n. SPECIFIED STRENGTH REPORTED TO: 3~ sand, 1/ cement, 1/4 lime Job Mixed Testing Engineers-San Diego March 15, 1979 March 16, 1979 March 22, 1979 3.14 7980 2540 7 April 12, 1979 3.14 12250 3900 28 2000 psi CLIENT (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen Stored & cured, not t.ested D CORES X~MORTAR D GROUT (~of Carlsbad ·~ TESTING ENGINEERS -SAN DIEGO REVIEWED BY. THC:kh .1P --'l · · .. · · 1J Testing Engineers-San Diego naa 3467KurtzSt.,P.O.Box80985,SanDiego; Ca. 92138 (714)225-9641 LJi · ~ \9) 1903 West Vista Way, ()nit B, Vista, Califo?nia 92083 (714) 758-3730 REPORT OF COMPRESSION TESTS · P"ORM 4 File #5019-2, Permit #78-5757 DATE April 13, 1979 Joe, Sears -Carlsbad ADDRHs, 2525 El Camino Real, Carl shad, California OWNER: Sears, Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates ,0 RIEG. WT. CONCRETE O CORES ENGINEER, Ruthroff and Englekirk 0 LIGHT WT. CONCRETE ~ MORTAR CoNTl'tACToR, R.G. Fisher Company 0 GUNITE 0 GROUT LABORATORY NUMBER C34-1104 MARK ON SPECIMEN Sears 1/61 A B C LOCATION IN STRUCTURE Line "C" from 10 to 12, 141 -0" above 2nd floor BRAND OF CEMENT UalED . . . BRAND AND TYPE OP-ADMIXTURE . SOUi~Ci: Oi" SANO . . . . . SOURCE OF ROCK . . . . . MtX PROPORTIONS OR N.UMBER . ~UPPLIER !CONCRETEI . . . TRUCK No. & TICKET No. . . . . SLUMP OR KELLY BALL . . . . TEMPERATURE OF AIR' . . . .,.. TEMPERA1"URE OF MIXTURE . . ,.. SPIECIMENS MA.OE BY . DATE MADE . . . . . . . DATE RECEIVED . . . . . . . DATE TESTED . . . -. . . AREA, SQUARE INCHES . . . U'L1"1MATE LOAD. LBS. . . . . CRUSHING STRENGTH LBS. Pl!:R. SQ. IN. AGE TESTED. DA Ya . . . .. UNIT WEIGHT. LB8. .. e:R. cu . "· . Colton,Lo-Alkali, Type I-'II Flintko.te Lime, Type "SIi and ' . Sorrento Sand Company 1 cement,. 3~ sand, 1/4 lime Job Mixed Testing Engineers-San Diego April 5, 1979 April 6, 1979 April 12, 1979 3.14 8800 2800 7 Color 1fo65 65 Sl"ECIFIED STRl!:NGTH . . . . 2000 psi REPORTED To: CLIENT (1) (2) . (1) Sears, Roeb~ck and Company McCleilan/Cruz/Gaylord & Associates Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen .(-:i;,.),...City of Carlsbad THC :kh TESTING ENGINlaE· -SAN REVIEWED BY. / . ~I~~ DIEGO T .H. ·Chapmcdi, R .E. 1112882 .IP _,. -· -l. ·:+~~i>Pflfil/ Testing Engineers-San Diego · noo 3467KurtzSt., P.O. _Box 80985, San.Diego, Ca. 92138 (714)225-9641 LJj .:,~~"'i'&} 1903 West Vista Way, Unit B, Vista, Califorhia 92083 (714) 758-3730 FORM 10 J,., FIL.E No 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGi:.-E--=TW=O __ . Permit 4fa7 8-5757 JoB: Sears -Carlsbad ADDREss: 2525 El Camino Real Carlsbad, California YEAR: LAB NO. C34 522 -523 570 875 1979 DATE CAST MO. DA. 2/9 2/12 2/16 3/1~, LOCATION IN STRUCTURE 2nd lift, Line 1 from "A" . to "G". Sears 4/:28 A-B-C. Made by TESD. Line 10 from "A" to "C'' and · Line "C" from 10 to 12. Sears #29 A-B-C. Made by TESD. Line "A", 34' elevation. Sears 4/:36 A-B-C. Made by TESD. Line 16 between "c" and "D". at 441 -6·11• Sears 4/:51 A-B- c. Made by TESD. ( 1) Sears, Roebuck and Company (1) McClellan/Cruz/Gaylord and Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: p '°nsen ~y of Carlsbad ur . THC:kh Mix No 33-261 GROUT PUMP SPEC. 28-DAY ST. TY.PE ___ CEMENT 7 • 5 ScY SPEC. SLUMP X IN. ADMIX. --=P:..:O:.::Z::::Z~·-=<-30><,;0::<,R,,,__ _____ _ AGG. Sl7E 3/8 iN. * STORED 6: CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP ·IN. --- --- 7-DAY . 2660 3250 1910 2590 OTHER 28,DAY TEST RESULTS AGE· 5160. 60-day *Disc • 4940.···· 60-day *Disc. 3620 60-day *Disc. 4120 60-:-ciay *Disc. S, SAN DIEGO 4/:12882 ; DATE MAILED 2/23/79. 3/9/79 3/16/79 3/23/79 4/13/79 -- -f f --, ·.;plf1! Testing Engineers-San Diego noo ·.3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJj · -."iJ) 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS FORM Ill JP' Permit l/=78-5757 JOB: Sears -Carlsbad 2525 El Camino Real Carlsbaq, California MIX No. 33-260 GROUT PUMPsPEC. 28-DAY STR.f 2000 ls, ADDRESS: YEAR: LAB NO. C34 926 928 998 1030 1050 1103 1105 1979 DATE CAST MO. DA. 3/15 3/16 3/26 3/30 4/2 4/4 4/6 LOCATION IN STRUCTURE Line 11L11 from 8 to 10, 4th lift above 2nd floor. Sears 4/:52 A-B--c. Made by TESD. 4th lift, Line "A" from 8 to 9. Sears #54 A-B-c. Made by TESD. Line 11C11 from 10 to 16, 1st lift above 2nd floor. Sears #56 A-B-C. Made by TESD. Line "E" from 10 to 6, 1st lift. Sears #57 A-B-C. Made by TESD. Wal 1, Line "C II from 10 to 16, 2nd lift above 2nd floor. Sears #59 A-BC. Made by TESD. Third lift, Line "c" from 15 to 16 •. Sears #60 A-B- C. Made by TESD • Wall Line 10 11E11 to "H" , , 2nd lift above 2nd floor. Sears #62 A-B-C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, At.tn: C. Jensen '~l,City of Carlsbad THC:kh '-... _ _/ TYPE ___ CEMENT _ __;c,6~·~5 __ _ Sey SPEC. SLUMP -~8 IN. ADM1x. __ P_oz_z_.;.... _3....;0....;0'-'-R'-----'----AGG. SIZE 3/8 IN. • STORED Sc CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH, PSI SLUMP IN. 6 7-DAY 2370 OTHER 28-DAY TEST RESULTS AGE 3610 60-day *Disc. 8 2680 4380 60-day *Disc. -3240 ,, 2420 ---. 2450 2260 ---2620 4/:12882 _. DATE MAILED 3/23/79 4/6/79 4/13/79 --FORM 18 J7' ( ·. ··;·J/ffJ/ ·resting Engineers-San Diego ll'Q/[JJ. 3467KurtzSt., P.O. Box80985, San Diego, Ca. 92138 (714)225-9641 'f. :. J 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGi,..E--,;T;;..;;W.;.;:O'--_ Permit J/:78-5757 JOB: ADDRESS: YEAR: LAB NO. C34 926 928 998 1030 Sears -Car}sbad 2525 El Camino Real Carlsbad, California 1979 DATE CAST MO, DA. 3/15 3/16 3/26 3/30 LOCATION IN STRUCTURE Line 11L11 from 8 to 10, 4th lift above 2µd floor. Sears ://:52 A-B·· C. Made by TESD. 4th lift, Line "A" from 8 t<;> 9. , Sears ://:54 A-B-C. Made by TESD. Line· "C" from 10 to 16, 1st lift above 2nd floor. Sears #56 A-B-C. Made by TESD. Line "E" from 10 to 6, 1st lift. Sears #57 A-B-C. Made by TESD. (1) Sears Roebuck and Company (1) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen ~y of Carlsbad ~ THC:kh MIX No 33-260 GROUT PUMP SPEC, 28-DAY STR. 2000 PSI TYPE ___ CEMENT __ 6=-=-:• 5:__ __ SCY SPEC. SLUMP · 8 IN. ADMIX. ---=-Po::.:z:::.:z::.:•:....=3.::.0.::.0=R'-------- * STORED 8: CURED, NOT TESTED AGG. SIZE 3 /8 IN . ULTIMATE COMPRESSIVE STREN~TH, PSI : DATE SLUMP IN, 6 8 7-DAY 2370 2680 3240 2420 · OTHER 28-DAY TEST RESULTS AGE MAILED 3/23/79 4/6/79 RECEIVED h t PR9 1~ 79 i1ATY _CF CARLSBAD Bu, Id ng Depa" ·t . . . 1 ment --FORM I& JP' i · ffA/ Testing Engineers-San Diego nau 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 LJj · ·. -.,fl 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. 5019-2 SUMMARY OF COMPRESSION TEST RESULTS PAGE ONE-· - Perm;i.t 1178-5757 JOB: ADDRESS: YEAR: .. LAB NO. C34 567 608 615 651 708 809 810 811 Sears -Carlsbad 2525 El Camino Real Carlsbad, California 1979 DATE CAST MO. DA. 2/15 2/20 LOCATION IN STRUCTURE Line "A" between 5 and 6 at 34 1 elevation. Sears #33 A- B-C. Made by TESD. Columns at Line ''L" and 10. Sears #37 A-B-C. Made by TESD. ·· . ' 2/22 · Line ''A" at 3, 2nd floor. Sears #40 A-B-C. Made by TESD. 2/26 Columns, Line ''L" at 10, 2nd floor. Sears #41 A- B-C. Made by TESD. 2/28 Line 1 between "K" and "L ~· at 46 1 elevation. Sears #42 A-B-C. Made by TESD. 3 /7 Line ''L II between 9 and 10. 3/8 3/9 Sears #48 A-B-C. Made by TESD. Line ''L" from 9 to 10. Sears 1149 A-B-C. Made by TESD. Line "A" between 1 and 2. Sears #50 A-B-C. Made by TESD. (1) Sears, Roebuck and Company · (1) McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Compan:e,~ c. Jensen ~City of Carlsbad (/ {, . WLC:kh Mix No 33-260 GROUT PUMP SPEC. 2 a.DAY STR 2000 Psi TY.PE ___ CEMENT ___ 6..:,.•_5 __ SCY SPEC. SLUMP 8 · IN. ADM1x. __ P_o_z_z....;;._3_0_0R ______ _ AGG. SIZE 3 /8 'IN. * STORED lie CURED. NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI SLUMP IN. --.- OTHER 7-DAY 28-DAY 2280.· 4140 60-day ,':Disc. 2360 3950 60-day *Disc. 2270 3680 60-day *Disc. 2310 4200· 60-day *Disc. 2440 3930 60-day *Disc. 2280 3270 60-day *Disc. - 2580 3820 60-day *Disc. 2090 3490 · 60-day *Disc. TESTING ENGINEERS, SAN DIEGO REVIEWED BY : DATE MAILED 2/23/79 3/1/79 3 /9 /79 3/16/79 3/23/79 3/30/79 4/6/79 J~L.l~ William L. Cochrane, R.E. #24445 ~ .··. ~ ----( . f[jn Testing Engineers-San Diego [1'0LJ 3467KurtzSt., P.O. Box 80985, San Diego, Ca. 92138 (714)225-9641 '([ JI. 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758-3730 FILE No. .5019-2 SUMMARY OF COMPRESSION TEST RESULTS Permit 1fo78-5757 JOB: Sears -Carlsbad MIX No 33-243 PUMP SPEC. 28-DAY STR. ADDRESS: 2525 El Camino Real TY.PE C CEMENT 5.3 Scv SPEC. SLUMP Carlsbad, California FORM 111 JP, 2500 -PSI 4 IN. -ADMIX. Pozz. 300N and MBAE AGG. SIZE 1 JN YEAR: 1979 LAB NO. DATE C34 CAST LOCATION IN STRUCTURE MQ. DA. 710 3/2 Line ·7 and 8 from "B" to "c" o Sears 1fa44 A-B-C. Made by TESD~ 737 3/5 Line 4 and 5 from ''D" to "E" • Sears 1fa45 A-B-C. Made by TESD. 738 3/5 Line 3 and 4 from "B" to "C II. Sears 1fa46 A-B-C. Made by TESD. (1) Sears Roebuck and Company (2) McClellan/Cruz/Garylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher Company, Attn: C. Jensen '~1..), City of Carlsbad "J}N). (1) Conrock V r THC:kh : * STORED Be CURED, NOT TESTED ULTIMATE COMPRESSIVE STRENGTH. PSI : DATE . OTHER SLUMP 7-DAY 28-DAY IN. 'TEST AGE RESULTS MAILED 2-3/4 2420 3360 60-day *Disc. 3/9/79 3/16/79 3/20/79 4/6/79 4~ 2940 3890 60-day *Disc. 3-3/4 3180 4030 60-day *Disc. '.:, .. 1fr12882 .. -·e f f n Testing Engineers-San Diego l1'QLJ 3467KurtzSt., P.O. Box 80985, .San Diego, Cc;i. 92138 (714)225-9641 'f · JJ 1903 West Vista Way, Unit B, Vista, California 92083 (714) 758--3730 REPORT OF COMPRESSION TESTS FORM<! File #5019-2, Permit #78-5757 0ATIE April 6, 1979 Joe, Sears -Carlsbad AooREss, 2525 El Camino ,Real, Carlsbad, California OWNER, Sears Roebuck and Company ARCHITECT: McClellan/Cruz/Gaylord & Associates 0 RIEG. WT. CONCRETE O C:ORES ENGINl!li:R: Ruthroff and Englekirk 0 LIGHT WT. CoHCRETE XX~ MORTAR CONTRACTOR: ;!LG. Fisher Company 0 GUNITE LABORATORY NUMBER · C34-1031 MARK ON SPECIMEN Sears 1/=58 A B. C LOCATION IN STRUCTURE Pier, Line "G", 101 -011 west of Line 10,. 1st lift ·BRAND OF CEMENT U&IED , Colton I-II BRAND AND TYPE OP' ADMIXTURE SOURCE.OF SAND Flintkote Lime, Type "S", and Color 1/=65-65 Sorrento Sand Company SOURCE OF ROCK MIX PROPORTIONS OR NUMBER SUPPLIER ( CONCRETE) , TRUCK No. & TICKET No. • SLUMP OR KELLY BALL. TEMPERATURE OF AIR Tt:Mf'ERATURE OF MIXTURE SPECIM1!:N!!S MAO£ BY DATE MADE DATE RECEIVED . . . . DATE TEIITEO . . . . AREA, SQUARE INCHES . . l,JLTIMATE LO>.D. LBS. . . . . . . . . . . CRUSHING STRENGTH LB!!S. PER. SQ. IN. AGE TESTED, DAY8 UNIT WEIGHT, LBS. PER. CU. l'T. SPECIFIED STRENGTH • • , REPORTED TO: 1 cement, 3~ sand, 1/4 lime Job Mixed Testing Engineers-San Diego March 30, 1979 April 2, April 6, 3.14 5820 1850 7 1979 1979 2000 psi CLIENT (1) (2) Sears Roebuck and Company McClellan/Cruz/Gaylord & Associates (1) Ruthroff and Englekirk (1) R.G. Fisher CompiJ)ay, At n: _,,,.(1.>-)-....,,City of Carlsbad . \ c. Jensen THC:kh TESTING ENGIN/LERS AN DIEGO REVIEWED BY. / . // . T.H. ChapmaJ; R.E. 1/=12882 .IP SEE MORE INSPECTIONS SCANNED SEPARATELY .·:...: I•,• ' ... Deceinber 22, 1977 . ' ~' ' ,-. ,· ,', .. • .. · PLAZA CAMINO REAL P .• N. 7 507. 5 CITY -OF C~U.SBAD 1200 ELM AVE. CARLSBAD, CALIFORNIA 92008 ATTN: · R,ICHARD OSBORNE . ·: ' ,.:·;:_· ... · : ·· .Dear Mr. Osborne: ' . '. " ',, ... : -:.· Per oU:r · telephone conversation ,.. .· . . on Sheets EX-1 and EX-2, dated ·however, all tenants will have '. by their occupancy and area • .' . . .~ ' Very truly yours, -.: . r . ·~ , RTA:Jg . this date, ·the exiting shown December 6, 1977, is :approved; to meet the exiting required cc: Ro.bert Murphy, May Stores S~opping Centers, Inc.· I \ • "$3*3 SOUTH ARROY.O PARKWAY O PASADENA O CALfl,0.RNIA 911-05 0 TELEPHONE (213) 449-1553 684-2479 1200 ELM AVENUE CARLSBAD, CAL!FORNIA 92008 February 7, 19 8-0 Mr. Richard Eisenberg <tit!' of <!Carlsbab .May Stores Shopping Centers, Inc. 10738 West Pico Blvd, Suite 1 Los Angeles, California 90064 Dear Mr. Eisenberg: A£ter lengthy negotiations, I am pleased to inform you of a proposed resolution to the issue of accessibility at Plaza ·camino Real for the physically handicapped. Based on discussions with representatives of May Stores ·and the comtnuni ty, we have arrived at the following as an acceptable proposal: · 1. Developer shall provide six new sidewalk ramps at the locations specified on the 9-ttacheq plan. (Bullocks wil:L be contacted by the City to make provision for the seventh ramp as shown). · 2. All ramps designated as 11E 11 (existing) , per · attac·hed plan, are to re:main. Developer shall have the opt.ion to remove ramp #9, which does not meet City standards. 3. All ramps shall be -constructed of poured concrete, set into exis:ting sidewalks as per :r-egional standards, (Se(~ attachment) . 4. Curbing of the ramps shall be painted and main- tained in a visible color, (suggest blue or yellow) . 5 •. A minimum of three parking spaces, per ramp, shall be reserved as handicapped parking. These epaces shall be a standard 12 feet in width and situated in.the first pa~king space of each aisl·e nearest the ramp. -~ Mr. Richard Eisenberg February 7, 1980 Page 2 ,. 6. Developer-shall post signs immediately adjacent to each affected parking space. These signs, printed in biue and white, shall be not less than 17"x 22" with lettering 11ot less than one_ inch in height stating: "Unauthorized vehicles not displaying distinguishing license plate$ or placards issued for physi9ally handicapped persons will be issued citations." Signs shall display the International Symbol of Access and be posted at a height of 80" from the ground. 7. All improvements; ramp construction, restriping and signing, to be accomplished.concurrently with present- parking.lot improvements scheduled for completion on April 16, 198-0. 8. · All parking spaces and ramps specified· herein shall not be removed without the approval of the Planning Director. · Should the need for additional parking.spaces and/or ramps arise, they shall be provided by the developer. I believe· this summary reflects the concerns of all involved. If you have any questions or require clarification, please contact me. Again, my appreciation to May Stores for their endeavors to better serve the community. {?;;;~v. f)tM/c& CATHERINE D. NICHOLAS Planning Department cc: Robert Sanchez James Hagaman Ray Green ~ CDN:·ar -2- • I -A". Engineering Alliance Corp. ENGINEERING AND PLANNING Winter -Shay Associates 836 South Arroyo Parkway Pasadena, CA 91105 SUBJECT: Plaza Camino Real Gentlemen: March 6, 1978 RECEIVED 81918 . ITY Of CARLSBAD CBuilding Department Enclosed please find structural plan check corrections for the subject project. Please call if you have any questions. Also, please note that I will be out of the office from March 10 thru March 19. Sincerely, $1.~ANCE CORPORATION . Richard L. Miller, p;E. RLM/srh enc cc: Ronald T. Aday, Inc. Carlsbad Building and Housing Dept. 4024 Ibis Street, San Diego, California 92103, (714) 291-2080 ( I ?, .~ 4 -5 ~ 1 8 9 ~ ·:' f -' 10 II If (~ Eo.gineeriflQ . Alh~e Corp. ENGINEERING AND PLANNING 4024 Ibis Street San Diego, California 92103 (714) 291-2080 l no. ~-,6 page { date q ~/16 by :/f.LER/(f< of 1 CA lLUUt°rtt) N. $ · ~Lf: 'R (6 : · Vol4le d.ti~t~V'\C: <c,1,-,; L 'c;-qJ-2'~'5'2': V\t.:i "'5<; x ~:l 'R ll : 171""<te1t-i Bv.-i: '-'c. 11 U'Sl~ . c~'9ci--u:.~-f:~i, c7 { covi<Pt--d-Y-c:,t~.l tc.ul (c.l /1-y-l,1t{Or-VM/c_,! d 1-:; -f-v-tlo\/2-d bd ( L-{ DL), R \12 ~ Lo-~il-1?,{~,& CCt (cs. ~ dn:ct.Jll~S ~ -t~n-w:r., Vl ~r @ <e ~01-.zo,z. . . R-U,,: c::~ -'t--'='v--!1~'f~P cc.lee;. + clv?---vt0Cr,s -bm, \A I>' CovH'\. R'g( : · II 1' 1' 11 lSc:.S"e Te ";"°L z._e .... •. \~ u \('qu,: 11 , , 1• u Coi,..f.-\. bn,-s. F Cf:c.. t::~e '. ~ioti..> l:JVM, "B (I +a kn,,,,1, "e:. I~ "r II c'ovH-1, i1-1 e/:;e:g J~+c,·tf qo~ -b. 16" ~k(?~-ri 'R4{~-si: u,~ov-dc~~?rfP N~:. e;t-~l{-s. eu/ . Jt?.fc1t { e/s3 R 4& ! t;o -._o,,.,i rvic,fp. srp/ tC'r' 60.~A--lo~ ~o.-bn-1·\, "'B /}ct-'C:1 -$ l C lttid1U.-fP ~dte~ ii+ co{00r10. f'4,f=tc? ·; L,,{,;;tE?_ U&.. "2108(6-1) ~,.... . Se~ Oi-..JC-(s./~~ r1·: 1?~d_tC,;1flh ~Vh, -";r S{vt~~r C}._ (!:!_ c,~1,1.{Pr of "'5(4ik1. F6: (ft) AJJ CL -tvoVYi vnc tox2(,q , i,, c&;rqv1 o-l-rODt ~~e. bn'?. {b) Cl-i~c.k: ~t:.t..tJ. F(r .. P~r!! bwi. -t-o-CL'~ ~t(;,,f"l11 Fl8,: <VB'tiii-. ·t.?n-is. l,{$1~'1 CL$ V./?,.'t:1ve 0<[:>f>ltcc.l,(e cl,i.~c .k. cv~ e t.v·,-t~ ~ L~ otA.. C>'-'u? -s id.P OLA(½· u.:s e.. . s~J -e;~z;,c.1~ ?~ _LA f>C:.. -Z706(8-8). F,Z{: clAt?c (c_ o,.{~G~ +{uvi4p Qr'~ -f-o,,.-k;,w,. "G ": P40 1 Co-ordl~-Lo cc,(c._s. ~ (ivt'~~<; ~-\0/st9 t5,:::;~e 1?. <=;tZc r40 = ,. " •• ?~o+,(r-, · 1 ~~· t=4 .. Y491 r0~ " l· ti &1-'\V\, _ v~-14,/sz1 - r 56 ~ 11 J~~c-. o+ -rsc;/ ·F~,. q.. ~· P-1 " on s-~.{.. Fe£$"" t::S"Cj: . ,, colc.s· + c:lv-v~t~l~ -Vef_ Z?°/szt . p~: ?Y-ot(I'<' VI ,s-G IAvs ~ 1..oc1b -a,,.---tiPv-F-l'2 s-lto:vz,.,. w,tli "?~" w~b -C..o.ov-r:11,.:r:J.~. F"09: (_a) Ct:.,lc. ·. rrop~v-/.t~S" o+ T~G e V~Y~US' ~1~fs. (_b) Cov,,;,i~r b ~ve( o+ q I v-c-lP-t 'vi r.) b ;,-i ~) 1,+ d~~~k tc.;1r {oi.A-d~~r -so ciP{c:£.l ( (dJ {li~c.k bv-1·· c;~;-f&cv.~v--<2 · c.ol, f1o/BCj: Co-) /c), 1}«l) r+r.:'w1 '21 r=:111 14. I (~) -:('~-~i-1-1 l',2 j . · P1~, (SZ, .(f>1t F='8S, F8t;, :( c,..) CL +ron-i r::412 /$ t {>':), 0; c. r_D~C)~t,~.J~ ( Engineering Alliance Corp. ENGINEERING AND PLANNING 4024 Ibis Street San Diego, California 92103 (714) 291-2080 no. date by 14(C6i.-ttd.)(b):@) X~wi ~\ . ~5 "Sh. r::11 ? L,k~ ''-p "-f,,.-C>~ '('l'9/~J s'-1. P 16 q ,;.Jpr Y~c-a.4{~h page '2. of ,ZC/J r 16 :_ L-~d -P=-14,&k: -{vc7w,, -:;k. ~90 ~1 r::= r}(;) :0)T-5G F-?L[ : a// con-1P-vrf-~ r-le0--t ~! r (6) ,, ,r "1 (ncorY~.f- -18 G '2-~ 'V~s,qt-i · qvvdt:: t7YM, h-f-c..,...>v1, 'R\ ct-'Rz 1C; G_to: -v~·fer·,( {~.,r-Z1 c:ivaJP-bt1-1 , //t1~ (E) . -~ G8. : C.~iC'~k wutl -/CJ,,-u::>lft1Gt'~d ax10{ ~ bpr.aJu/lC( c+ o&JP~ -:;~V"PS'$ e,lue ~-o 1)~+. 6/sZ--L. sl--o~ )..-i~ r0t:'.'.'.*ccn1 1(1, = ~.ste Yi ,s t·ruvt-s+e~ +o -¼u~t-(~t.. ~"2. ch~~{< Y t--¾J~ 1-b,..-~/ { c:tvick·.w-~·4i::!. L 5 j~~,~~ coltrctoY-fl~$ (-(up. ~ lu0 Y?!fwf. t-viM ~I() L-6 _ C.kr-t'cJ<. ~l(er,c.1:or-Wlf Y~l U~l~ lABC. ~103 r:~-(c;.__) ,-·o/4l (11_ (I +o +1'?40$+~'1" 1'11 1" !{-kvt-t,st +o Wlti-:OY'vt,- LCJ c;IJ.p Tes ~ u:&::: ~1ozC 6) L l"L 6.-W tov-">"L~"' :· COi,,,.,.<fl7 w_~ ~ U'fk. --Z~l'Z (e.) ~ -Ye. 'f;,(ue 1?ook. C,1~:n,-,.,,1--.,.ee't--(.;.1 +~.-C [e,.,,;4 1ec.A-1dl--t t (. v-~5d. L-l8 13ol~s--~ Wec:c.1: uf.'?°c? UBC. (?<b, -tS""f' t,... 1N1.&t<ll,H.t..rt--w l)c;(l,~. L.l9 1ir1 /t0~®-(~J C:o-o~J,:ic..{t° ca/cs.~ dva(-vtl1~ - -lb) 1)e+utC bUs e +f/,io, ovi td~-tVtr~rr Cf,) ci~t:b: kt~Clir' cOMVl. e>t.--t lt0~·@ -SOtA{l,__ o* (1i:r~ lco3 rfo-+t'~ etov-CP"S l 12.'Z. C(c;t'v:/Tl J~f~:J u,-:#1{ ':i-, Jtt:/LJlUftt-S. ( L{fl~ @t/-(E)). /,..~4 'v~te,t{ ~OYI~, bur$" Lvi lVtef{,; £ @ 't' (£). a ~ck Ci ( I &::VI~ t"~t-e. q., t--vioz-;~-i vr, . t~ Us ..fv ... -. 0,) covn /o,0pcf u.;<tCt I<+ Sc?le;vwG t7~vp~1c:Lcu.l:=,c.--_ . 9,) Sf 1i1-w C. ff'"'µ(&,{ ~ wt? ( ( <J-.-Cyoc:, (, JO w.0 r ~ui e/c, (?) CnrPc.~ vvi0S-o,vz._v½ c2 qtvclPr 6,,.-bvn. ·5't.-tf?(~r+ {o,-- cv;fcc~ ( fcacf!a,'Y, _ _ _ For C). /( -C~71-'"r"'1q?e>~;{ .. !51 bn-,. J.~~h ~ 0) Lls-£ u0e. ;z10B(8 -1) +Dr-5'~.(.(_ Ch) ch~t tp.--rk~,;0 .,,,.-~c.,tt;{-')vb1P!/1.~~ u f?C ~1o8{e--z). ~) 11 S'hPav ~1-l(C:{. COVl9ec-for--ct1~-Yibe,,t.Jtotr1 vt8C. 'Z108(9·~8), ~) /!VICA( -sklc{ f f"C.I~ ~}c:J b~ pt?v-UBC '2168 [d) &) "VP {e,. i,{ '5~ ft{ r' Ct)!-~ ,,,, ~c {o>""'S . . /ti/ $' ~(Y'S I . (~ S'~Oc-c.J Ct (( S-trtv~ e:'.-'r CC>~1 vitpc~~l<'.)t'\S (/:?) $0o-A..J lc.10c:L~ SCA PfO(f . J ~) Cc>kvtf?/pfe dvch,-+t?cftcrC1f c/~fc1(? VP~t~t/ti~ <SiYucfioi) cfµj,, ( . .( \ Engineering . Alhance Corp. ENGINEERING AND PLANNING 4024 Ibis Street San Diego, California 92103 (714) 291-2080 no. date by page ~ . of · 43 Rl RN (5'H ~t L. 'R EJ~~T' 41 . 5"2 v~tNbS ~-s-1 -· ® Add noie t~+ ('OV1+V'acfov.-t,V{ ti fuV{/ll~t_ AITc. C~vf1·?1ccA·t4" ot 6i-1pl ,c:~cp. l--..?~foYi9_ ~,~+t6k o+· GLS's. (_b) ~o-f~. s-p~~,( L h-r"f ~ri"LO/,.,. +o~ \-\-icJ1 ~{v~R 'f>~!h . ~) . Fuv0tsh. d~c..k cp~f>~~r~r,.'ffc_. _ · .·{d) 6tilt4' ft1(e C>Y-<8t~v'e'l-1C~ 1·0. ~a dt?bt(s 'D'.-U&;> S-'2 0) ?,,-.c;~:Jp co/cs ~~ pfu.vifev . · &) ~ -fok.( I ~-ft, o-f-G_~.tf t,u~e kf 1~ 00 /t;,,P Y-2.. {c) Ct:>-o~J,M;j~ ~~e-1G <::tzP 4.JLtl c&lc.-:: AA/tos-.4~ '8Bjie>~.4, ff) t)~. -2-zd;fZ 1i-J1cecJ.PS. ?if P co{, ~Of'fe>r'f. -Sk>v -1P<Awfu+to0. . 'VW0. <;--g {t) . l&ttf e (f_ oi _ .(+cq .. ?: N/-201 . VW?. <5-4 -cl-i~<:h J~ii (~ 0-) {tn~@ 1A/Sl9 or· S:-~A/s19 (~) (121~ ~ . 1t/;1j o.-5 .. '$4/st9 Cf J I tn~ @ . 16/-;, 9 · 6 r ~?/<;; lC) ''DLU0 Sy,·-'· vt:?+~d 1/S<r> -J~1/er~ ct-cl~+c..i / e/' LOVlC~ 0-)Ct{(, ---r,u,G ~I : · . 0) 17Y"ov~dP d~1cj1-1 _o..f-cq 1;_,.c:fer , ( l;,,zp ® t ... }c.l,11/1. 101 'f lO--::S . (p) · · . do (i) db tot{ 4 LOS" {.f) Jo · Ci) do tDZ~lo~ &.f) «5"~~· covin. c:le?ic:,&, -5"0-<Al ~~ of (ut-td1i1~. o~ ~fat;,_ -Z# '"PW~ -58-·-Aye h~1,S. _?o/-(~tR1 ci-~01-Rs 1 COr·rlf'~~1~? Clt::tv~-?~I' VkJeo S9 : . · (fl) S+ct1"" ~ .' J:t,,c{1~cAr:' t---lo. 6t "S'luds _{'o,... LUl6x4S-(ec.lc, -:;lJ. F'Z-1 (6) ?,.-ov1c;(~ c..olc. -tor G,;..e,(tc,r f'r ?5" . @) ?rot.1;?{\t' j/t'1(~1('41'-'tf·Vi «;""1r?t:'(.v-cDVl//l'c7cf-oxl uec: ;z1os(J) I -I-or' .~m~. hf.c.v0. @)4 ® ~ W!~>C-2& vtr-cu--s:h(r 1)tuG 510 ({,e.) ~ c,xu C( ,>d v?l,M ~ 1 z.. e I l~ e ® l:-.i{,U i-t. 1:1.? -z. '4-'4?'5" (__h) Ncie ov-S'ho1-u· ll1uf t&/51.0 i's +~ p, +ov-bt-n,;. p'cr-:)-o~ ®, .( Eo.gineering Alliance Corp. EN.GINEERING AND PLANNING 4024 Ibis Street San Diego, California 92103- (714) 291-2080 no. date by page~ of . ~- ( ( ,, ' ( . \ Enr,'ineer'inr, ENGINEERING AND PLANNING • .. ~ ! 1~ 4024 Ibis Street Alllance Corp. . San Diego, California 92103 (714) 291-2080 . l no. date by page -S of ( {/5,. ( ( Engineering Alliance Corp. ENGINEERING AND PLANNING 4024 Ibis Street San Diego, California 92103 (714) 291-2080. no. date by page~ of (i.,) ~~/szo Ckk, · ,ewl Ct:Jvr.//1ecit~'--' bo/+-; -b.-wMx84 . ' OVl (K)i {£) bfuJvt, '?o-2 '¥--//0$" · . . (J). ?.4/ -s to s &20 w 4 tt u f.4tt0. ~ _/C-tl-:l d ~pf(· 0-)~/5Zf ! ?roulq~ . culc, . ~~ brae(~~-? d <t?~,c(0 q_ cl-if<. I 0/. ~ t?cc enrvt c l6C<cf. . Cb) w/$-Zl ct-9/c;z1 Cein-1 rl 'f'l-e. . ~) ---D . ..:~1c1?1 convL Ref· 0;-zz. t~ i·1.-,coY.1~~c;:.I · ~) ,~/S'-t ( '(J/"CJ\/1c:le 0/~s -i,.-ba~ -(vzdteuf~ tuel&l~t:i . . ~) tq52'.{ LL-) co-C>-rv{tt,-tclP 12 ~lilC~Hf7$~ F4,;"g (u) V#?c,t,, i-c:l<t?af"l~ t0d1c?tfr:' F9 COV1V1. +o 1AJ1;.z,y4c,, (j._i.i.) c.o "'o,,,-Ju.:Q-f-p ~ cu{c<; F'S4ct-Peo? call -fay-Wl~><4o Col, . . (£XU. J <;ltolv c::., It. wt?/Js-. cf-) 1~5Zt {_i_) Co-orc:livtc;ii,-,:> cal'5 F-S-o ct--B~se f~ {jl) :Cnd1l¼fr' ArB. ~tz~. ~ 6~0+ <;tde 1"e~ ~) 11 /5'2 I ·. · <Pe . co~~'4--l-s ~,,.. 1-s-/s-z I {}i) · ~o/-szt: J:vd1cc1{~ 13~<;e 12. -s-1~ (j,) '2"?/s'2~ : ~eut~y-, +D ~--u c.L·r ~vic:./1:2 covin~c+-td>~. 0-) qsz,z ~ _cl,-ik. ,1f'f1d ve:cj1oks · t-o/ Ut1hu.h0~ed. {ate(~. ~v ts tApli+I-r'~t<-t~d !. · . -(b) ~/~,;,1: ?~ov,dt? · 0/c? · <;l-zc:,~ wl?/d$ ~-f.t 8, -r,z~ Cc-) 4/sz-z 17>"'ou,~d~ calcs . Ri'{ 1/szz is tl--icovv-ec+, 0) g/4zz, 11/S:t't 1 (2/~z~ --~rcJU;C_/(?" Co [c<;. (e) 10/s'z-z. 12 ea. -sdp 1 , ·. Col-h q?te.fe wt?fd. (i-) 11/szz. · -=sli~ [ltud_,~q · . . · . (c3) 1:g/4'.zz -:C.vd<cc:t~-p ·5/Zt?~ -Spoctn~ ~.f-~~1ds, covrv1. o./-copt~ . lL'.llt\n., o+ v1Ct_i I~//', rr()Ut'cfr:' c~{c._. fo~ l·uf(m( (01~( $ CE: J tp/5 ?::3 -r:~ tee~ ~l~ <;; ,c_ e o ·~ o l ts l tk LCk w ~s-o +-1< ,;- . <::4--ctA-i!?ck u . .Je{d s tie. · . -- (_b) 7'(-@/5~3; .L'o~~Lt--tu{I? u_,;/ calcs. · • . #. 1 . (_c) 14 /5''2 ~ : ~d·t c?t { P'.f;L/~cf t c3l.-\ o+ Ju.,w A-1<£0vi . c.ll ~c.i:. ( tt?0t:z?h of.. l0A Vlu.l (. 4u:.X-c~}. COVLVl. o+ ~~C<f1~0( luvnb~v: C>vt 1o P, o r-cc;?. · {d)-lB/sz-:s Lo.o,,,-c;(,~Ctfp 1?crse 12 cu/ cu/L? -~4x4½x 12. ~) aJit,j-5-z:=:; rfrou,clcr calc, -tor 6J/"ac(qof d~~t:.-, (1)?3/sz~ No~e io v~acl 4XI~ .· · · . (g) ~4, Zt;/Z&, r:(-"Z.1 /-::;23 · Yvo;~dP cc~ (cs. 1 . /. I ; . (n) -z.e/~z.s ,.-,-Vvcvt'dv cc,(lc::. t)I"" <:::ockl! e q..,.c;+?.0dd·4 ol-<!?1 rlfJtJ/fltr, brr-1 ( ~· ~- (. Engineering · . Alliance Corp. ENGINEERING AND PLANNING lno. 4024 Ibis Street · . San Diego, California 92103 date (714) 291-2080 by ·1 page 1 of . .. ------------- 'fhe l'Iay Stores sh·o1)ping TO: Centers, Inc. P J.aza Carnino J:teal Suite 245 2525 EJ. Camino ~eal Carlsbad, Ca. 92008 ATT= J.D. Rockafellow RE= GENTLEMEN= WE ARE SENDING YOU: [) COPIES Q HEREWfir~ DATE~ Feoruary 13, 1-)79 ,· .. ? R OJ EC 1-~ 21.aza Caniiao ~{eaJ. 40001.00 0 , U N 0.-~ R $ E f' A ~ A T E C O V E R . ) 0 S H O p. D RAW· J N G S D i"Rh.t"fS lZ] SPECIFICATIONS 1-: . . , 0 COPY OF. i. ET-TE R D TRACnNGi D SAMPLES 0 OTHER .1.-r' pP I••• \ D E S C R I PT I O·fi; ~ P~mphlet fro~!l L .rl. Daniels c.. Steel. (une~-:.copy) FOR= , D 0 D AP PROV.Al. 0 ACTION FIL.ES D CORRECTION REMARKS= J ac1, HansselJ. ..ftlichard Osbud1. CC= }?oth w/1 copy Jim FarreJ.1 Norm .Barth .lR,IIIIIBlGI~ <>lnLEL:l..d. A,~iates regarding Structural D REVIEW D REPLY @ INFORMATION D RESUBMITTAL. By: ilud Griest 836 SOUTH ARROYO PARKWAY O PASADENA D CALIFORNIA 91105 0 TELEPHONE (213) 449-1553 684·2479 ; lnt.ernational Conference of .Building Officials RESEAREH EOfflffllUEE REEOfflfflEDDATIOD CORONET LOAD· INDICATOR FOR HIGH s·TRENGTH BOLTS COOPER & TURNE;R, INCORPOilATED 33. NORTH HAZEL STREET YOUNGSTOWN, OHIO 44503 BETHLEHEM STEEL CORPORATION LEBANON, .PENNSYLVANIA I. Subject: Coronet Load Indicator for High Strength Bolts. n. Description: General: The Coronet Load Indicator is n washer with segmented circular protru.~ions on one side that are made with a proprietary material. The washer is primarily a steel alloy. The load indicator is made for A325 and A490 bolts. The number of protrusions vary with the bolt sizes and are as tabu-lated below for · the various bolt sizes. A325 MIO ½inch , 4 ,4 % inch 4 4 ¾ inch 5 5 ¾inch '5 6' 1 inch 6 6 1 ¾ inch 6 or more 6 or more 1 ¼ inch · 6 or more 6 or more Installation: The load indicator is installed ns a washer on the ~ead end of the bolt with the proqusion side against the bolt head: . The bolt should not be tightened on the head side with the load in~icator. The bolt is installed in the nonnal manner and the nut . .,. Report No. 2885 June,1976 tightened to depress the protrusion. When.the load indicator is used .on-the nut side and tightened on tJiat side, a staQdard ASTM- A325 hardened steel washer is provided to be installed between the nut and the indicator. This practi~ should not be used wtless ,·absolutely necessary._The tension of the bolt is indicated by meas- uring the gap between .the bolt head and load indicator with a . feeler gauge. An average gap of 0.015 and 0.010 inch respectively indicates the minimum required tension for ungalvanized and hot- dipped galvanized bolts. . ----- . Identilica~iom All cartons of the load indicator bear a label with the following information: Manufacturer's name, size and type of bolt to be used with the indicator. When marketed by Bethlehem· Steef Corporation, the cartons shall bear the Bethlehem label with size and type of bolt the indi- cator is to use and the part name shall be Bethlehem Load Indi- cator Washer. . III. Evidence · Submitted: Descriptive ·lite~ture and load test data are submitted. Recommendation IV. Recommendation: That the Coron~t Load Indicator is a satisfactoey .method of. measuring and maintaining the required tension in bigh strength holtsi provided special inspection in ac- cordance with Section 305 ( a J is provided. . . This recommendation is subject ·to annual re-examination . Pagel of l . e CONTENTS 1-Exerpts from ·the 1976 Uniform Building Co4e 2-Specifications for te~sioning with Load Indicators, exclusively 3-Specifications·allowing both Load Indicators and "Turn of Nut" L. H. Daniels --> -~ .M ... --~ ·= ~:. ~'" -·~ ~--•, • . : ----- ... UNIFORM BUILDING CODE SPECIAL INSPECTION REQUIREMENTS FOR HIGH STRENGTH BOLTS Special Inspections Sec. 305. (a) General. In addition to the inspections to be.made· as specified in Section 304, the owner shall employ a spec- ial inspector during construction on the follow~ng types of work. 5. HIGH STRENGTH BOLTING: During all bol~ installations and tight- ening operations. EXCEPTIONS: 1. The special inspector need not be present during the entire installation and tightening operation pro- vided he has: . (i) Inspecte~ the surfaces and bolt type for conformance to plans and specifications prior to start of bolt- . ing. . · (ii)And, will upon completion of all ·bolting verify the minimum specified bolt tension for 10 percent of the bolts for each 11typei• of connection., for a represent- ative number of total connections established by the ~ plans and specifications. 2. In beEl.ring type connections when threads are not re- quired by design to be excluded from the shear plane, ·inspection prior to or during installation will not be required. · 3. When bolting is done in an approved fabricator's shop,. ·--.. 11 11 ll ,, l' ,( ) j ! •• I• L. H. DANIELS & ASSOCIATES CON$ULTANTS IN ENGINEERING & MAR-KETING 1065 Winsor Ave. Oakland, Ca. 94610 (415) 763-2596 (415) 832-6621 Aug. 10, 1976 STRUCTURAL STEEL 11.0 Installation and Tensioning of H.S. Bolts Using Direct Tension Indica-tors or Properly Applied "Turn of Nut" Method 11.1 All high strength bolts shall be installed in accordance with Section. 5 of the current Specification for Structur- al Joints using ASTM A325 or A490 Bolts, as approved by the Research Col.,lllcil on Riveted and Bolted Structural Joints, and endorsed by the American Institute of Steel Construction. Tightening shall be in accordance with para- graph 5e "Tightening by use of a Direct Tension Indicator". If bolts are to be tightened in accordance with paragraph 5c 11Turn of the Nut Tightening", the bolt and nut shall be match marked after bolts are snugged tight. Tightening in accordance with paragraph d "Calibrated Wrench Tightening" shall not be used because of reduced reliability and in- creased inspection costs. · 11.2 Load Indicator Washers (L.I.); as manufactut'ed or licensed by Cooper & Turner, Inc., shall be used as the approved · direct tension indicator. The L.I. shall not be modified in any way after receipt from the-manufacturer. .1_1 .3 Installation shall be in accordance Yith the instructions furnished by .the manufacturer. Special washer requirem~nts- of the Specification for Structural Joints using AS'IM A325 or A490 bolts, such.as those related to slotted and over- sized holes, shall be met. The L.I. may-not be substituted for any :required washer, bUt may be used in conj.uction Yi.th those washers. Where A490 bolts with A-36 Steel are re-· quired to have a'har~ened washer under the head, the L.I. may be used and the required washer omitted. 11.4 . Inspection requirements in this section shall be used to comply with Section 305 of the Uniform Building Code and other governing regulations. The limitations placed oh allowable. -tightening me,thods in section 11.1 of this spec- ifi9ation, reduces.need for spec:yu inspection. · -- The L~I. and· bolts shall be inspected to verify conform- ance to. plans and specifications. Lot niUnbers shall be re- corded by the Job Superintendent. 11.0 Installation and Tensioning of H,s, Bolts Page 2 Aug. 10, 1976 11.6 The bolted surfaces shall be inspected for conformance at the beg:i.rlning of steel erection to verify the quality stand-. ards of the fabricator. Fit-up shaLl be inspected at ran- dom intervals during the progress of the job. 11.7 All completed bolted joint;> shall be inspected prior to concealment by other vork. L.I. shall be.inspected vis- ually, with an occasional feeler gage check of the resid- ual gap. Bolts tightened by the ttturn of the nut" ·method shall be inspected for rotation indicated by the match marks and by a torque verification of a random 5% of the joints. 11.8 Torque shall not be used as a check of L.I. Joints. The verification of the lot number of the L.I. provides as- surance of tension •. If the identification of the L.I. has been lost, three L.I. shall be te~ted from the lot in question. The tests shall be made in a device capable of indicating bolt tension·. Three assemblies of bolts, nuts and Load Indicators sh~ll be tightened in the presence of the Inspector, using job procedures. Upon tightening to 15 thousandths average gap, the Inspector shall verify that the minimum bolt tension has been reached or exceeded. ',. _-.,.-, . L. H. DANIELS & ASSOCIAtES · CONSULTANTS IN ENGi NEE.RiNG & MARKETING 1025 WinsoT Ave.·O~land, Ca. ·94610 (415) 763-2596 (415) 832-6621 Aug. 10, 1976 STRUCTURAL STEEL 11.0 Ins-tallation and Tensioning of H.S. Bolts Using Direct Tension Indicators 11.1 All high strength bolts .shall be installed in accordance with Section 5 of the current Specific~tion for Structur- al Joints using AS'l'M A325 or A490 Bolts, as approved by the Research Council -on Rivited and Bolted Structural Joints and endorsed by the American Institute of Steel Con- struction. Tightening shall be in acfoordance with para-· graph 5c, ·"'rightening by use of a Direct Tension Indica- tor"·· Tightening in acc9rdahce with paragraph c, "Turn of the Nut Tightening", or paragraph d, "Cal~brattid Wrench· Tightening" shall not·be used because of reduced reliabil- ity and increased insp~ction costs. 11.2 Load Indicator Washers (L.I.), as manufactured or licensed by Cooper & Turner, Inc. , shall.· be used as the. approved direct tension indicator. The L.I. shall not be modified in any way after receipt from the manufac~urer. · 11.3 Installation shall be in accordance 'With. the instructions furnished by the manufacturer. Special washer requirements of the Specification for Structural Joints using AS'l'M A325 or A490 bolts, such as those related-to slotted ~d·over- sized holes, shall be met. The L.I. may not be substituted for any required wa~her, but may be used in conjunction . -with those washers. Where A49O bolts with A-36 Steel are r~quired to have a h~dened washer und_er the head, the L.I. may-be used and,t_he required washer omitted.· 11.4 Inspection requirements in this section shall be used to comply with Section 305 of the Uniform Building Code and other governing regulations. The'limitations placed on allowable tightening methods in section }1.1 of this spec- i~ication, reduces need-for special ~nspection. 11..5 The L.I. and bolts shall be ins¢cted··to verify conformance to plans and specifications. Lot numbers shall be record- ed by the Job Superintendent. 11.6 . . The bolted surfaces shall be inspected for conformance at the beginning of"s·teel erection to verify the quality stand- ards of the fabricator. Fit-up shall be inspected at ran- dom intervals during the progress of the job. ·-~ ~-~····~·· ..... .,.,.". ~ -·-~ .... -- ' '. 11.0 Installation and Tensioning of H,S, Bolts Page 2 Aug. 10, 1976 11.6 The bolted surfaces shall be inspected for conformance at the beginning of steel erection to verify the .quality stand- ards of the fabricator. Fit-up shall be inspected at ran- dom intervals during the progress of the job. · 11'.7 All completed bolted joints shall be inspected prior to concealment ~J other vork. L.I. shall be inspected vis- ually, with an occasional feeler gag~ check of the resid- ual gap. Bolts tightened by the "turn of the nut" method shall be inspected for rotation indicated by the.match marks and by a torque verification of a random 5% of the joints. 11.8 Torque shall not be used as a check of L.I. Joints. The verification of the lot number of the L.I. provides as- surance of tension •. If the :J,dentification of the L.I. has been lost, three L.I. shall be tested from the lot in question. The tests shall be made in a device capable of indicating bolt tension. Three assemblies of bolts, nuts and Load Indicators shall be tightened in the presence of the Inspector, using job procedures. Upon tightening to 15 thousandths average gap, the Inspector shall verify that the minimum bolt tension has been reached or exceeded. MEMORANDU~1 DATE: TO: FROM: September 18, 1980 CITY MANAGER Building Official SUBJECT:. SHOPPING MALL LOT LIGHTING. The parking lot lighting was discuss.ed with Mall manageme-nt by Ro ire r Greer and me , a month or so .a g o . It was: our opinion that any reduction in parking Tot lighting would create u-nmanageable security problems that would off- set any possible cost savings. Lights are required to bi on though lot appears empty, to illuminate employee parking areas that are far removed from the stores. The lights are on one day a week until eleven o'clock to fa- cilitate maintenance workers. Th.e Shopping center pays all utili"ty bills for parking_ lot · lighting! Lot is e4uipp~d wiih Mercury Vapor l.ights that cannot be co-nstantly turned on and· off without causing damage to the fixture. '.· ,ttR®~· MARTIN oRENYAK~' Building Official MO/gl cc;: Ron Beckman 9 <> =--:F ::EJ ~ ::EJ :N" CJ ::EJ ' . \ DAT£: ... ,_ April. 19, 1~77 . f· ,:,'b 'so-r ::EJ& : . :· I • • • •...• · • P RO J EC T 1 . Plaza c·~min'~ Real . . :, __ :,:-·1·:: ~ ·; ~}; , ,., I .. _ ",... ·,, · ·. · -·· .· ·"·:· .· _:::._._:~· .. --.:_ ;-_; .-. : .. ·:,-: .. · · ~-~-=. __ .:_/.5.0_1·~~~--'.B-~_-c:E-I V·E· .:. . . :·P:R· E.~--~:~-t \, ,.'-;,~._'->:./'···~ ,:.::: •• I~. -':'' ·::-:j. '.>,: " ,: ·· .. ·. <·.:Ray·· ·Gree~!,·-';~n~~~··.:Bui·1·ci1x{~:·~~~P·· e·c{~r;. :.< /:\. )·:~-':·:~)~)}:i_;}p·;;:R\:~.:L:~- 9 ·.·:~/:'.t ··(. ·. · · ·.-.G1· ty of·' Car"·1s·bad· · ·-··-·:· · --'. · · ' , · · · ' . .-• ··.···.: :n ·,,_.;",r.,, c5· 1 ,(/" :--., ... ~ :, .. -~ ·-. ' .... _.._,,' .·. :.: •, \,.·7:,.J!,._· .·' :·--: -~· :;,~·· ..• - . A_-·:~~;f:~::kFi~!r;e::~::!t Ci~r of.. . . : ·,~:-~·1rv· .. 01f·':CAR.t$E3A°b.: a Robe.rt,. ·Doerner,_ May Sto_re~ :Shoppi!lg Centers, _ _.Inc.~Oif_dirt.g_()epattment :·. · Ron Aday ·RTA.,··Inc. -·.···· ,·· :;-·,: .· ;-:·--:· ... , .. · ·. ·:>~-. ·. . . ·.' ::~~:;:<'::. \.:~:· ·-.~ .· ' . ' ' :' ·.' : ·:· · .. -::::. ,:-,;· .. ; . .'\/ .. '. \:.\./·: : ;:' :· . ', ~--. ' . ,' . . :' , ' '::: .· ·. . ·-... _:.·. · .. '.·· .. :·:?:·:,,. -' . ' .. ·' 1. The subject of this·meeting was to··review the. proposed· ... ', ·ex~t-:1il~:~~!l~ fir~ :pro:t_ect~on ~ s~st~ms. for th~ -~.r':>pos~d :· -_:. '=-:. :· :·-o _ expansion. _ · . .· _. .. .. , . . . , , . .-.. . . ·A·'. ~h~p a~~a~ :~~1 ~~•allow~~ a ;~; r~du.;~io~:i,n occ'u~anci ·•···. •' ! ' _ .. c_alculat.ed,-~t. 1 ~-~n-per .10.0 ·square fe~t. ·. -, ·. · .... ··-~· -:·: ••• ••• _ .: ~.~:.:-. __ .·:· ~ ··~:'· •• ...... ,. -~ •• -... :~.-.--... ~ ~~-G. ... '·_ .. :-·_ --: ....• ~ ••• ··,~_·· ........ , ' •• •t A. 'Occupancy. calculations per ICBO· .a~d· UBG, as, well .as NFPA y·, -. ~ A-100 must :be .:..based upon the gross .. floor a_rea, excluding. exterior wall·s and openings: in the mall between the two areas. 4/The occupancy load is-to ·be calcula~ed in both the shops y' and the mall at one person per 30 _square ~eet, and there will not be allowed a· dequcti_o~ for sta;~ays, exit corridors, etc. Ro·n Aday indicated that he would. attempt to work with this criteria; however, if he-found that it was presenting -insu-rmountab1~ ·pr~.b ... !ems, .. he. would .review. those pro,..blems with The May Stores Shopping Cent'er~, ·Inc., and with their. permissio.n; :·.request · a hearing -with :_the. Building Off ici~ls _ at ICBO through Ray· Green and the City of. Carlsb~d. · . _,. · - Mr. Green indi~ated that he was .a.menable to· arranging· such. a meeting if. it we~e· necessary •. ~ · · . _-.' . , .. Y .. · The central maii ,stairs between the t·wo levels can be used ' in. calculating the :required exiting _width, in tliat '_both levels ·exit, to grade and:,are being' calculated at one person per. 30 ·square feet. There are··t·o be two-raced illuminated exit 'signs at both levels of the stairs. . ,,c Exi~. :distri_butio~ is t~ be equalized as nearly as p~ssibl:~ f/'/... • . ·for uniform distribution of erits. B •. A water cu~tain will be required around the mall openings between the two levels, and ~he skylights o~er the opening~ are to b~ sprinkled. CC: ... _. ~ . ~ -. : ' By: .R,c:>:a:ici,1c:1. _ :T~ --~d.c:1,~. :a::D~.-o 836 SOUTH ARROYO·PARKWAY D PASADENA D CALIFORNIA 9·1105 0 TELEPHONE (213) 449-1553 684-2479 . ··:,P~::N':E"::El:JE&_~::N'CJ~ ":.·. ·. DAT£: ·,.: April 19, 1977 ~ " • • • • ." .• 7 , • ·--;., ~·:: . ' ~. ~f :-·"' -.· :'"'" • \., ,t -. . ~ ·' • .... !'. -:m-o-r::EJ&;: · ; PRO'.fECT: Plaza··camino.·Rea·l ... · .-·'i,AGE i'::-:://.i-:_·_-:,,·.: ..... ·:·.:-.-: ~ N=·-~-7.507.5 ,·: _... .. :._: .. ....-.·.'.:~ :,}?\~_t?f f if ;~:>,~4>·-t:;~i;:;}/ i.i\i),·:;;f i:~:,t?},,rl,-:{I1:,c\::t . ·: .... · . · 9.: '.Hose· bibµ· :_cabinets · ar.e , to .'be, proyided ~n '.:the .. -~a+~,-:~rea ,, ··:, . ·: :··! _-::-Q .. · ·. · ··:. ·. · · and Bob· Doerner will :provide··.Mr~.: .wo:l.eQchuk·-wit}:i':'.'th~'· type-:,:,._-:-: . •, ·. . . ' .. of cabinet he wc;>'uld propose providing,' for his rev~ew .. , "._/ .. :. ·~:and-approval •.... · ·· · · · ·. · . · · · ... _._.. ··· . .-: <-· . . . . .. . .. ~ l)Y." Although there ar~· n~t any energy. ·coJiservat'ion regulat'ion:~· : · ·. [,/. . to enforce· at this time:,\ a request was made that. -~1::1· · · .. O . ··possible energy conservation measures be incorporated·i~ ' _-:" ... the s~ructure, such as roof and w~ll._in~ula.t~~n .•. _-._.:·,.>:·:< :_ .. '.. ·. 0 ~ , · · ·. 1f;· :·.Mr~ .· -G~een off er~~t :t~-· pre: p1a~ · ~lieck·:_the · buildi~~ ·.:·ct~~i:~ · ·-·.: · . . ··.-<,V,<,.: prior:to 'formal. subm:i,ttal,. and_ would. :pre plan;'ch~ck: .. ;·_ ' .. ! • ,, .-. ·. c·· ··: .• ·::·-exiting 'from ·schematic designs,· and-Ron Aday ·agreed ·to :· , · ·J-·\·;: ·-:::-:-.. forward him those documen:ts·.as-... soon as they 'are.1pr'epare4 .. ·. ·: ' ·.and·. approved· by ·the.:paI".ties ~concerned. . . : . 1-2 ~-A :h~~~ -~~~iet"-~r' hos: ·-~abi~ef·· ::t~ :o.· he · prov:td~d · ·a~ , .. the most -southern-.exist:i.ng~ .. stair·, iri_'..'~he. ·existing mall. . . . '• . . . . . . ' ' ..... RTA:bn ,,, . ,' ·. ': ,.,· :,· ... ~ .: . •:; ' . \ ..... 'I, • .. ' ·. c c:Robert · M~l:'?~3:'.! · May Stores .'• ....... .. · .. ' . . . ... , . . . .. By:· . ._ .. .. • . -~ ., .... _~, ~ , . . ~ Ronald T. Aday .R,c:»:aic1,:l.4 .·.T. A.cl.c:1,319 -lC:a1c,. : . . 0 836 SOUTH ·ARROYO PA'RKWAY D PASADEN·A O CALIFORNIA 91105 D TELEPHONE (213) 449-1553 684-2479 .~ DATE:. July 14, 1,976 P R OJ EC T: Plaza Camino Real P. N.: 7 507 • 5 T O: ~, T. Ad'ay R E P. L Y R E Q U E S T E D: FRO Mz R. C. Pineda NO REP L'Y REQUESTED= FOR YOUR INFORMATION Per telephone conversation with Mr. Ray Gre.en, Senior Building Inspector., City of Carlsbad, California, and Mr. A. "Chuck" Wolenchuk., Fire Marshal, City of Carlsbad, California. . . For the record, verification and interpret.ation of the building code (N.F.P.A., 101 1967 and U.B..;C. 1973). 1. For nµmber of occupants in the building, use N.F.P.A. 101 1967, Chapter 12, Paragz:-aph 12-1131 (a),. one p~r.son/ 3Q sq.ft. 2. 3. 4. 5. CC: Corridor occupant c~n be excluded from the total number of OGcupants in the building. (Per conversation of Mr. Green with Mr. Wolenchuk). Total building can be classified as Type VN -no general requirements for fire resistance. j Under Allowable Area Increases Section 506 (b) Unlimited Area:~ Area of any one-or two-story building of Group F shall not 10.!-/ be limited if the building is provided with an approved h automatic fire extinguishing system throughout as specified 0 in Chapter 38, and entirely surrounded and adjoined by public~·, space, streets or yards not less than 60 ft. in width. · ~ Mr. Green is allowing us to tise t·his Section. . f Each store that is opening into ·the Mall has to have a secou'd ~j exit (one hour corridor., passageway or public way, and shall Hsi include intervening doors, doorways., exterior exit balconies,\d ramps, stairways., smoke-proo.f enclosures, horizontal exits, ~ exit passageways, exit courts and yards.) DistF1nce to Exits -They will allow us to· use U.B.C. Section Q~ 3302 (d) instead of N.F.P.A. distance to exits: maximum. i'r- · distance of travel from any point to an·exterior exit door, · Jo horizontal exit, exit passageway, or an enclosed stairway 4.n in a building not equipped with automatic fire extinguishing· 0 systems throughout shall not exceed 150 ft. or 200 ft. in a ~l . ~ ~ lr:Elt<C. ~ 836 SOUTH ARROY~ PARKWAY D PASADENA O CALIFORNIA 9f !05 D TELEPHONE (213) 449-1553 684-2479 ' I DATE: July 14, 1976 PROJECT= Plaza Camino Real Page 2 TO= P. N.: 7 5 07 • 5 REPLY.REQUESTED= F ROMz NO REP L'V REQUESTED= . 6. 7. ·s. 9 •. building equipped with an automatic-fire. extinguishing system throughout. .These distances may be increased 100 ft. when the .last 150 ft. is within a corridor, compljdng with Section 3304. To determine width, use N.F.P.A. 30 ·sq.ft./person for both f1.o.or.s.; · J ii ·,. Exit \~orridor -one hour with. rated d6,qr. i -¾, • "'·"'"+• ,t Stairs -fane hour enclosure. f Delug.e system and water curtain ::;;prinkle.r. · system are acceptable as area separation in lleu of fire resistive wall or door assembly because the building is light hazard. As long as the automatic fire.extinguishing system is app~~ved by the Fire Marshat, there is no problem. t"\I . { " . . ·---~........._.__ . 10. The stairs and the escalators are also accepted as legal-.....,, . ·exits· because of ~fl'e-li'e~~f the Mall and it is totally , '"-·-. sprinklered. '; "11-, .,, . 7 -,; =-~~..,, <·~»----~ .................. ~ 11. Corridors and exterior --exit-··b·al.c-onieis ~ ·u;B. c~·~: Section .3i3.P4_ (gJ:'t: .. Cor:r4A9r-s. ser..ving rui.:.~.ccup_ant_ l.oad. o-f 30 or -.more shall be of one.hour fire r1esistive construction. CC: Exception:-. Corr::i-dor-s--mor-e than, 30. feet .. in. wid:th_ where_ occupancies served by such corridors have at least one exit independent froz.n the corridor. ·--Based on the above statement, the Malls do not have to be ,:t---~_,.i,..~, provided wi th1,.··ari.other~one hour enclosure because the minimum width :iS"-'<.:-4"0~'"'.;.0 11-. · -,.-- ··-Ray Green, City of Carlsbad .,,- May Stores Shopping Centers, R. Miller ;, 0 0 _ 836 SOUTH ARROYO PARKWAY [J PASADENA O CALIFORNIA 91105 0 TELEPHONE (213) 449-1553 684-2479 ·, 1 : -· -. ; .. ·,' ., . • • t~ • , ' ) ,. . . ' ... ' -~ .... ''. - ';: ·, ~ ~ ,:··.. .:1_ -,·. ,_,-, .... ' - ,,. .,,, ,,. •• ,_1 ._ '•. , ... , .. _,; ,; . .; . ,_, ....... .. -', •;• 1 .. -.. C, ~ . S~;e;; ~n~ Waste line bac)< Up r,aliei tra~ l~d \jh~ii '.~l ~2.:~~-:' ; . • ·.'. . op· en· gra·te type · , · , · · -~ · .~ · · · · · · :·":'·.! ·, :: , .,-• -:~~ , • • '·. • •, • '" •• ' ' ' ' '' ,-• -•• ' -' : , < .. ' ·-· •• ·. ·<, ··:· .. _: ___ :~[·, Step ~t .Po.tto~ o·f ·~t.ai~wa;s h~ve·:·:1/2;i:;v~i'iaft~n:_~:~ .... ·:M'ii:.~.·~.;-~i1i~~~-i·/· a·.n·.· c·. e.· 1.·· s· 1/4 11· •. • · • · · • · ·' .. , · ' · -• • • • · • ••• ... • J • ,• ' • •• • • ' -~ ~ l :' ·:_.:.~: .... '.. ·-• .. ' :' ' ,·: ~ '~.·/' -;··-,: •• ' •• , !:,:• ,,/~"'·' ~::·. S·eal. off l:>~tween 3?road:way and.. i-1a,11,· .q;t .El·ii ·Ex:i!ti,FJ.;,\iri,ai -·o.t;i:1J:t.:;.\ ··, ·: ;dpE?hirigs. · · · · ·, .-··. :::<.' · · .. < ,· i · ,· · · ~ ·\':, - ,' _; ' . ,-.: /}' ''.'• . 1 'f.:: Seal .]:;,a$$ of s:lop S.tnk in · Ja.n~ tor:':s,. ro~~, -'2:n;cl'..· ·i~itel.-: ·: ., .. __ .. .·• I ' ]· '·,<·,:, -': · .·: :~~. ,.Rcfom' ventilation, -in' ··Janit9r; ~ l'.:-·G.Otn. · <. '", ... · · .. , ·, -.· ... '.' .· '~ ' .. '>'.'. { ' : : ' :,/ ' ' . ' ' ' ;, ''·. . ' ' ' .. _, ./ ' ' ·v6:.. Electri.Q-1,Pa;ne1··.cd.r..G.uit.~L:;.o-~·:, .·.. ·:/·, ·-~<-~, , • .... ,:~ l,:.: ,, ·. '. ~--·: ::-·;~.-.• --~ .. ~:· . ~' ~ .:~: ,_-_ \ > · 6.··:·: .'.E:le·ct,r.;ip. Pa.!fei, .a:t £.it:st:··. ;t'.evel; :,¢0.~~e~ti11~· E~itin~--H~f:L.;~' -iih:S(~{b·aJ; ·;, .' ,.: :. ,haz~td""':_n:t'ed to b~; t.t:iJililled, ,:out·~ ' . . .· ".}' ;' :-. ·,: ~ . '' < .. ' .·/. ·£. · .. / .. ·.'_, · :· . · :;· ·.w{, : 1n~~tric. cond~it pi;~~;u~·i~g ,.;;~m wal·l· i~--~~~t·i~.~:-h~ii.; . .'-ph;:.i-.c~11 · . , ·· ·.: ·; __ · ·..> '. -. ···.Jia,-z'a,·rd.,; ~· :·-· ~ · r · ·,, · · · , > '";':· '.· ·· : .. · ·. , .. · '.·: · :~ ·_ ~ .' .· 1'.. : ;s~~~{: op:~~in~~_,' ~i·;~~-d ;:~:s,. p'ie~c~a .. hol~~:· ~-~·:::e~·itiilg ... hall~~ _ _:·. ·. · ·._.· < •, ' ' 'I ' ' .. : '•_,' · .. _ ~-~.-:B.e~'?'ir or install m~ssing baRe in'hait:S ...... · · ··.,:. ···· \ .. '<. -~1·: :.S~ite. Number's and Occupancy ;ti~me· on_ ~-LL re~/.-·~~Oj'."·s:,-£:ng.:_op.· .:alt:·_· ' ' . ',• ,, ~ t• ' .. ,. . ;!_.' ~~~f~m~unted equi.pmep~·-· Cle~r;I_y -.~P~-,.~~ .'~·am:: :m~~~-~~~;·:·· .. :· _, ~: · ·... .: · . .li-~ .. Exiting Halls and Stair-wells ,to be-rev.;i:ewed ,and ~e9;sures .. ·. _ · · · ·ta,kep, to prevent entrapment.· Exi ~i,ng«wa,y c~rifusing· .trf·,a · :r'.l:1,1mber' · .. . ,Of ·areas·;. (entrapment hazard ,:e':z:is,ts · ::at-', the 'bot.tome o:f s'tair.=·we.J:ls· .. .' .. ·S.i.g:r:i? ·with Direction .arrows ·,and gua:rd 'ra,ils :tiis,taliat;i,Q;t1·.sh.all' ... · , ./ ~13~ be recommenq.~d. · · · '· .. , ·. · · · ·· ';·, :·· · · , · · ~-' " ; -. . . ' ~-, / · ' . - S:e·a,1 all exterior :co:n,troL .j.o±nts·.~.: . , i ~:, ' .•• ,: ,, ,. . . .~:-2 1,oca:tions at Sears·· ... : '. : ·. · : . .·· , .; , .: : <. : . 2 ;Locations at B+-oadway·... : · i •. , .• : • . : • • •• ;. ,. , , ... ,:. -.: •• · · 2 locations at inside corners at j?_enney$ ;: ', ·' .. · ~ ,. , .. ( : l ~ ' -~ ', 1 ~location at Old Mall _ana:_ 'Bu'l1:6¢J(s-' ·., · ,··. . . · .·.' · · · · ·· , · . •.' ' , 1 location at center ·of Bullocks:.'. '., " . . . :, • • -• ' • ' ' -. ' • : ' l ' :-: ? . . ~ ~, .. "..-· : ~ ' . , ' .;··.·-/'. _':·. 14. :" R<bof ,, ,·, • ·: ·,' :. r., -··;,. ~~ ,,~•, }. \ _'' •. >>:,~.' 'I_', drain too-. _h.i..gh. c;tt :South.a..E·q:st c'o:t:ner , (~ea,I:':_ Bu.llqJ::'](s )'..; :.' . : · , . ' .,-. ' . · ... : ... , . . : ': --·. ' ·t,( .' . .' 15 .. "··,;v/. 16,. L· . ;I. 7. :/is .. R~move . capped s,ahita:r;:y vent·s: t_h,t:9ugh_ roo:f ~ · :>;", ..... , · .,,_. : . • ' ' • '. ' ' • • :i,. ~·: -• ! ' • ' -.. ; •. -• ·S_anitary, Vents at Mali Air· Conditio'i\~rs-#_'z--·7 ·f} -.& ·#4 ~9 b~·: ~$; · located at least ··10' from air in-take •. · . _., ' ... · : · . , · .' ·-· ·· · -~ .. • • ' + .. • ~ • > • • ... • • ' • •• '·. •' ' ,~. ,_·,•, ~:....: ... ·."·:~;·"-.. ,':.' '· + .-, -~ •• ~-:_-. -,: Grout . .Masonry at ac{deq .tie p:i~te., at, Bµ) .. ],.'0¢ks.~tt9:r€h;-1/Jest ·G,Q0t'·h,s:-r:~:, _; , ... ) ', . -; .. . '. ' ; .:, : . ,• J : I '; ~ ' • • " : ' ' :-•;· • • •., ~ "t • '' ,•/ I·.'. . ,'. . '. : .Straighte:n attic· Vent Cap~ ·that h:ayi=. b~etr g:aroa.9:~a: •. ,.: ~ J ' • ' ·: ', • "'..;, .': '·~ : :':,. •, ,, • ,, ,r, ; , ' '., ', . ~ : '' ',' . ~ . ' ,. ' . -..--: • ';_. r •i-_,: '~ ,· ; _. •' ' ., ,, . ' ' ~ . . ' ' . ~ .. ' 's '' ~ -' ! ''' . --. ~" -, . ) '). ) _-f:_- Page .2 :: ;,(' ·. th&t extends from . 1.9· •· Remove. el.~ctr.;Lcc:3.l wiring f;r:-otn roof t;:op . ·A.±:i; Conditioners to eP:trance lights . .. . -~o·. C:J_oi;,e· holes in electric rbom upper ·fld>o~-p.:i;::ovide pr.operly . J_abelled door <:1:pd j.amb at 1;1pper· level elect:i:-ic room .. · 1~ .. cOi-:tect Sta,hd pip.e drains at floo-r Binks .afud prov:L.o.e grates ·. · .:for flo·or sink$. / . ' '-. ,/,;:;. • " -' ' l ' : 22 .. · Grout· fuol~s th:tou'gh: exterior :walls w:l:i.ere condµi ts.· ·e-nb~r from Meter iocations. ,,-/ • .. -~ .. '. i/23 ~ lr;f~ ( -. • : ... ,v(,2.4 7' -" • ' . . ';{. Retnov_e and re-route .E·lec. condu;it_ connecting oia · an4 new Mali·., not all.owed on stJ,rface.: qf b1.1iiding. · · Retnov~. all ·o.e.:b~i · ihcl1.1ding · naih 1::)iJ'.:S. q·f met~.l, roof shall ·be clear1: to p:i::-event clog:ging of roo,f. drain and to pn~vent . :i;:oof leaks as well $.$ '. harm;i:ng people· fr-'om wind blown dehr·i. . _, May Centers, Inc;. A Subsidiary of The May llep11rtment Stores Coltlpany City of Carlsbad Bui I ding Department 1200 Elm Avenue Carlsbad, CA. 92008 Attention: Emile Plude Rega rd i ng·: PI aza Cami no Rea I Correction Li st Dear Mr. Plude, This letter is to confirm our meeting on December 9, 1980, wherein the fo! lowing items were discussed: I. No additional electrical exit signs are required providing that May Centers instal Is 20x28 inch red & white "Emergency Ex:itu signs and arrows in sta1i-r we 11 s and at ends of I ong corridors. Also correct ex·isting electric exit signs so that only the arrow Wi 11 designate exit direction. lnstal I 14x7 inch black & white "Fire Exit/Arrows" signs on opposite wal I from rear tenant exit doors in hallways. 2:·. lnstal I barricade per attached drawings across bottom of stair landing so that under stair wel Is are not accessible in case of fire. 3. Painting of Suite Numbers and Occupant Name with the exception of Jewelry store-names, wi I I commence on December 10, 1980. 4 .. Balance of correction I ist items are presently being completed. If you have any questions, please advise. LD:sa cc: N. Barth E. Eisenberg M. Orenyak Yours truly, Lee Davis Construction Coordinator 2525 El Camino Real, Ste. 202 Carlsbad, CA. 92008 (714)729-7927 ,; ' ,,..,, , ..... •·:··.-'' ... " ., ,,,, .. ,.,,., ~ , .. !-'-.,--.-.-..... ·,'<,'' ,-·:,•.,· .. ~. ,. } c S!·i : ,:,·,,, .• ,,,.-. ·, ..• _-•. •·.-.,.· • ' .,, ;,. -< .. ,-, . ..· :. ' :-;:. :, · ... ,., . .,-,:,:,.; ·. ""'•"'. ··:·-:,·· ... , ,· ,.-• .. • ,.-. ·,.'"~·c .·,:,·-.· ., .. , .".f:\;'.:">:',U'i;·~-:-*-'~'::·:$,,~-\_:{i, . . . . . . . . . . . . . . , . · -____ -POOR . . ' QUALITY· • I ~ . t' 1. t· : ., r' ,, J. . . ·. • -O·-RIGINAL S - . ' I \, 1;., \. \·:~ V -. '\--:;. '1 \·-· v· \~.,,. i, -;) \~,(\ - "" ('<(> '\,._. ~ " ""' ,. ~Q-1 ~\S\ ~.i; .... ~ "" ('< ~ti :,, ~\ °" y::-;;.·,.~:· .··>·.\ /'~ .-" .. --;/ .. -~ ~., : ~ /;:-;;~~ •,.MO .-. , !~ .• ",J' ' • :,,. -11> • i ·-? . r-,. :~ . , ·.. ·~ ·-. ~~-·~-:...~ _.(,...~ ."';.~~~~,..~~~~~~L:-~:.:..e ... 4 ....;.~, .. ~::wl}iP"~~~;~~~~~,.;£$-~w~'-..---• ~ • t l Revised 11-10-76 1282 LEGAL DESCRIPTION PLAZA CA/\!11.JNO REAL MARRON ROAD AND .JEFFERSON STREET A PARCEL OF LAND SITUATE IN THE CITY OF CARLSBAD, ·1N THE.COUNTY OF S/-\N DIEGO, STATE OF CAUFORNIA BEING.·A PORTION OF SECTION 31; TOWNSHIP n SOUTH, RANGE; 4 WEST, SAN BERNARDINO BASE AND MERIDIAN, ACCORDING TO OFFICIAL PLAT THEREOF AND ~PORTIONS OF LOTS 19, 20 AND 33 Ar\JD OF EUCALYPTUS STREET, ALL OF HOSP EUCALYPTUS FOREST COMPANY'S TRACT ACCORDING TO MAP NO. 1136, FILED IN THE OFFICE OF THE COLJNTY RECORDER OF SAID COUNTY, BEING /\(\ORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF THE NORTH HALF OF THE NORTHEAST QUARTER OF SECTION 31·, TOWNSHIP 11 SOUTH, RANGE 4 WEST; THENCE ALONG.THE SOUTH LINE OF SAID NORTH HALF f'-'ORTH 89° 42'1911 WEST, · 404.27 FEET: THENCE -SOUTH, 962. 79 FEET TO THE NORTH- ERLY LINE; OF MARRON ROAD (82 FEET WIDE); THENCE NORTH 76°3010011 WEST, 331.90 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS OF 842.00 FEET; THENCE WESTERLY ALONG SAID·CURVE THROUGH A CENTRAL ANGLE OF 42°30'0011 A DISTANCE OF 624. 56 FEET; THENCE SOUTH 61 °00'QO" WEST, 174 .26 FEET TO THE BEGINNibJG OF A TANGENT CURVE CONCAVE NORTHWESTERLY HAVING A RADIUS OF 758.00 FEET; THENCE SOUTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 13°24'4411 A_DISTANCE OF 177 .44 FEET; THENCE SOUTH 74°24'4411 WEST, 42.40 FEET TO THE TRUE POINT OF BEGINNING; THENCE SOUTH 74°24'44;, WEST, 97 .60 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORT-H- EAS"fERLY HAVING A RADIUS-OF 758.00 FEET; THENCE NORTHWESTERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE .OF 60°31 '00" A DISTANCE OF 800.61 FEET;' THENQE . NORTH 45°0411611 WEST, 130.00 FEET TO THE BEGINNING OF A TANGENT CURVE CONCAVE NORTHEASTERLY HAVING A RADTU$ OF 558.00 FEET; T-HENCE NORTHERLY ALONG SAID CURVE THROUGH A_ CENTRAL ANGLE OF 31°04'59" A DJSTANCE OF 302.72 FEET; THENCE NORTH 13°59'1711 WEST, 100.00 FEET TO THE. BEGINNING OF A TANGENT CURVE ,CON~AVE EASTERLY ·· . EXHIBIT :t ------------··· ; .. , r. r ·' --~ ' 1283 -2- ' .. .,::., -.,t -;;,.it/ . .: -. · ... .J•' . .rr~HAVING A RADIUS OF 558.00 F~ET; THENCE NORTHERLY / ,<~/ ALON~ S0ID CURIE THROUGH A CENTRAL ANGLE OF ;, ,:J 14°17'17" A D1$TANCE OF 139.-15 FEET TO A POINT IN THE : ·7 SOUTHERLY RJGHT OF WAY "LINE OF MARRON RO.LI.D (82 FEET :· / WIDE); THENCE NORTH 89°42'00" WEST, 82.00 FEET ALONG .. J' SAID RIGHT OF WAY LINE TO THE BEGINNING OF A NON-.ti/ TANGENT CURVE CONCAVE EASTERL y HAVING_ A R/-\DJUS OF -;~ .. , y 640.00 FEET; THENCE SOUTHERLY ALONG SAID CURVE . "W THROUGH A CENTRAL ANGLE OF 14°17'17" A DISTANCE OF ' 159.60 FEET TO THE BEGINNING OF A REVERSE CURVE ,. CONCAVE NORTHWESTERLY HAVING A RADIUS OF 20.00 FEET; f}. THENCE SOUTHWESTERLY ALONG SA.ID CURVE THROUGH A f -l CENTRAL ANGLE OF 90°00100" A DISTANCE OF 31.42 FEET; I -1 THENCE SOUTH 76°00'00" WEST, 122.-50 FEET TO THE BE- ·; .GINNING OF A TANGENT1CURVE CONCAVE SOUTHERLY HAVING . i A RADIUS OF 530.00 FEET; THENCE WESTERLY ALONG SAJD . . · CURVE THROUGH A CENTRAL ANGLE OF 40°48'08" A DISTANCE I . OF 377.43 FEETTOA POINT IN THE RIGHT00FWAY LINE OF :-,-.. . -JEFFERSON STREET (60 FEET WIDE); THENCE · '~'··~ SOUTH 54°47'25" EAST; 60.00 F~ET TO THE BEGINNING OF A . NONTANGENT CURVE CONCAVE SOUTHERLY HAVING A RADIUS ,u OF 470.00.FEET; THENCE EASTERLY ALONG SAID CURVE I .:. , · -~1t,,;<t~ THROUGH A CENTRAL ANGLE 0~ 40°48'0811 A DISTANCE OF . .,,, 334.70 FEET; THENCE NO~TH 76 00'00" EAST 122.50 FEET TO / ' . ·°'½ THE BEGINNING OF A TANGENT CURVE CONCAVE SOUTHWEST- <"' i :; • (' i .9,. <fl../ <' '1'_,,,,,_ ' <'c;,<-s-N-· ! /) .. """°(-<?<': (:0 ~">J :, '" Q' -.,PQ C, • (-<Q <i'(: .(-p-<' ;: ~ ,$= c.., <S>...., t,y (-<.; O;~-"0· v . ~ '-l" (' .1,,, /\ c-0 ~ .. -<'-(-<. < (-0 L> ue -¢;_, , ,:,/. c--Y ·re Ce , ' '-'c;, <i'./ 0 cl) <?6 ' • (;> ,:, (-.(" • • e, ) (t./) <>-1 00 (' ii l ,.."'-.>.(" '?'c,.,.. <i' -"_.oo ""-"-1 10· o ,s-Sc -t-,s--61 C'v w·· '<'$. '-¢ ~ (-~ , .. / <-,1 (:,,_ './)~ .• C',y .... 0 "'t: .S---o· .... <. ~-, . ,:, t,$.P <'q~ . .('.o.--<,s-c• c-o ·, ~ (· <"<, • ,1·C' ,:,,... (' f., " $1<, ,rl:' • c,./" v./' C'O "'• t .9 !/ <--.!r c,. ~ ~e> '. ·o,r,<'<1' O_...-?.>( fO .j. '1;.; ~~ C-· 0, • ~'.,fl ./"<. C• c;, •• ,j. :,/ . 111 ,_. ~ .<:-o ; e:;, ,~ .! ~,~ ,,., • ~·<." ./"<:/ ·e,•. (.-•5 .\l i>;,_;:-,;".;,.-?-r-',J(·,.Y.t-~ci-? :e~....-: .Jcf"~·o.,> <t"li: ~ • ~. ~ '"-!l. ,. ..,..._'!\ -;. .. :.; .. ..,.,.,._ ,..,. , I b,r < •. ,.._.. •c, .9,> -'q, '. ~--., I ~,._, 6 '~~ \.-..-,. c:,~~,.'f'!!'>' (-~ -.. 0-1 4 ® ERLY HAVING A RADIUS OF 20.00 FEE_T; THENCE SOUTI-IE~ST- ·ERLY ALONG SAID CURVE; THROUGH A C!,::NTRAL ANGLE OF 90°0(?'00~' A DISTANCE OF 31.42 FEET TO THE BEGH'-lNJNG.OF A REVERSE CURVE CONCAVE NORTHEASTERLY HAVING A RADIUS OF 640.00 FEET; THENCE SOUT.HERLY ALONG SA1D CURVE THROUGH A CENTRAL ANGLE OF 31 °04'59" A. DISTANCE OF 347.20 FEET; THENCE SOLJ_TH 45°04'16'~EAST, 130.00 FEET TO THE-BEGINNING OF A TANG~NT CURVE CONCAVE NORTHEAST- ERLY HAVING A RADIUS OF 840.00 FEET; THENCE SOUTHEAST- ERLY ALONG SAID CURVE THROUGH A CENTRAL ANGLE OF 60°31100". A DJSTANCE OF 887 .• 22.FEET; THENCE NORTH 74°24'4411 EAST, 97.60 FEET; THENCE NORT.H 15°35'16" WEST, 82.00 FEET TO THE TRUE POINT OF BEGINNING. EXHIBIT I ·--·. ·----~· -.. ---- ·, ~-. .. . , .. .. -;.• .. r,w !, • .\ ~ .. -·~ ,,J" "' ···. .. I ii ~ fTI. -z:,.- -1 _ ... 1200 ELM AVENUE CARLSBAD, CALIFORNIA 92008 €itp of etarlsbab June 22, J97a· Bob .Doerner May Stores,·Inc. . . 555 Mission Valley Center West· San Di.ego, CA 92108 . \ . Subject: Bu.ildi_ng Pennit Issuance ~ Mall Stores Dear Bob: You have indicated that you. need evidence in writing as. to the sewer capacity charges-that are requjred'to be.paid prfor to issuance of .buildi_ng permits .• ·· As I_ related to you on the· phone, $ew~r _capacity cha_rges are now determined based.on one eqi.ljvalent dwelling unit (EDU) for each -l ,800-squ~re. feet· of bui ldi:ng in cormnerci a 1 zones·.· Thi.s rate is based on uses for retail, office· and storage.. Shoi.1-ld future plans include . water-intensive uses {restaurants;,··1aundries,·hea.lth-spas, etc.), addi- tiona 1 _sewer· caj:>ac.i ty charges wi 11 be· requ:i red, based on fl ow deter.mi na- tion (credit in the: future of one EDU-per·l,800 squ~re feet-will b~ given when remodels are made).~ Based on ·the bufldi_ng permit applicat.ion of · 11 2i6·,900 ·squ~re feet of building, 126:. 1· EDU of .sewer capacity (226.,900 t 1800') will be required. The· current rate for sewer capacity is· .$500 per EDU, or . a. total sewer caj)aci ty fee of $63,050:~0o.· This fee will· be_ r~qujred as. a condition of building pennit iss·uance. · . . . . There are severa 1 una_.ttended · i terns ·tha t wi.11 . be required before utility services and occupancy· will be allowed-.to the building. All of . the Tentative Map and· Pr~cise· Plan conditions must be compl fed with.· The Final Map must·be recorded, _erosion. control measures approved and installed, and parki_n·g a_nd landscapi_ng plans approved and c~nstructed. . Perhaps the most·important of all the·unattended items involves the construction of the water· line frem Monroe Street to the Shopping Center. The E,?xisti.ng water· line bypass· is· considered a. temporary 1 ine a·nd will not provide sufficient fire flow for public occupancy. The.re· are many details -to be taken· care of on this water -line, includi_ng: 1. Design . . ·2. Plan check and approval 3.". Offsite easements Obtained· 4 ... Reimbursement certificate agreement with City 5. Construction · 6; Testi_ng · i June 22, 1978 Subject: Building Permit Issuance -Mall Stores- It would be appropriate to concentrate on the water line problem and all other uncompleted requirements in the nea_r future, so as to avoid delays in occupyi_ng the facilities. - _:;~@-i~<., TIM FLANAGAN , (/ . . Ci-ty Engineer · TCF:pr cc: Richard Miller (May Stores, -St. Louis) City Manager . City Att"orney PWA Current Development 2 . . ._~· . ('l"""t"~t!IVA;'Jin'IH,¥\;\-t,iw:°R~~.,,.~it'~~ e1~nl'J~-~-t~,:~-J*<-.:s•.~.'_m, ~i;M ~-;. ·:-U .. t,.i.'.'?+.";tiN. i,:~ fl-.""~<?..l!,:i' ,:.:. !_•;4<.: .. , ,.,~ • _< %'.2!.i_1~.:_.: -?:_J__1=":' • -H~-:s _,:..~.,~~~~-- I I ' !