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Home My WebLink About2425 LA COSTA AVE; ; 76-2240; Permitd' c0sEE. ATTAC-H~O. SHE"E.T)_ I B½K .·,··-,tT'RACT . .. •, BOOK I PAGE' I PAR, ·-, :.-, ·7,3,,.7_· ·i1AP ·,yg21 . ,. OW.NE.A~'~ MAIL ADDRESS ,,', ZIP ,, PHONE :i ·-1~ELU P.ROPBRti±s. 21ilO c~ · ri:Et· 'MAR ... e..1\P..LSBAD CA ,2,ioa ARCtil.:fECT OR DE~IGNER 4· . , S~WEL~ ENGl~~E"-~( ;· 5 ,,• '~: ·co'.tii!P-,E'i-lSATION I NS. ·CARRI-ER 6. - ·--MAil.. AObRESS MA11.. ADDRESS I i,; ,. . ... . ' ({, MAIL AOORE;SS . · .. tf' ., -.. ; .... ~ < ' ' '" • ' 1:.,,~ 753-11.81. CITY LIC; NO, PHONE -L'ICENSE NO. PHONE LICENSE. NO • BR'ANCH NO. BORMS .11-6 NO. BATHS l,7:4_- : 8 Class·oJwork: IXNEW -0 ADDITION D ALTERA HON . D REPAIR 0 MOVE D·REMOVE .. '· . ; ,' ·:~'-· .... . '9 -·. Qesci:ibe work: ·:~ :10· 'Change of use from '. --·charige-·of use to .:;·1-,.;...--'--'.c--' ----'','-' --'--..,.-'-'-~----~-----,,,-, --,---:-,-1'"-··------'----..... -----~""7'"-----1 ·1 ·PE,~MITHE $ ;g;(,~ 11 Valuati?n of work: $ l.ttt,·_,()00. -,, ·, . .. · '. .. P.~.1\1 Cl::!J;C~ F.EE $ -,_·s"""P_E_C_I_A_L_C_O_.N_D_· _IT_i"""Q_N_S_, _______________ ·_· __ -,-'-4: :Type of .. Const. .i---,:·.:..· -'--' -'-' ·.c..··---'-----~----------~----'--i Size of Bldg. (Total) Sq. Ft. • 'APP{:1'cAr.'ioN ACCEPTED s·y_ PLANS'CHECKED BY Occupancy Group · . No. of Stories MICRO FILM FEE Max . 0cc. Load NO-TICE · · ' ... · '1-~c..:p_e_c_ia_l A-'-pp:....r_o_va_l_s -+---R_e...:q_u_ire_d_--t-~R"""e~ce_i_ve_d_--t_N_ot_R---'eq..:..u_· fr~!!_d---t SEPA.RA:fE PERMITS ARE REQUIRED FOR ELECTRICAL, -PLUMB-<·· PLANNING DEPT. i-NG, HEATING, VENTILATING OR AIR CONDITIONING. ·--------+--...;,....--~'--l---'------+---------1 · · Tl'lfs l>ERMI.T BECOMES NI.JU:. AND vo1O1F WORK OR cONSTRu:c-1--H_E-'-A-'L"-T_H ___ o_E_PT_._+-------+-------+-~-------1 ... TION' .AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,O~ if:: 1-F_I R_E_o_E~P_T~----+--------t------+---~-----t .t;:QNSn!UCTION O.R WORK IS SUSPENDED OR ABANDONED FOR--4 ·so1L REPORT "f:'l;RIQD OF' 1-20 DAYS AT ·ANY TIME AFTER WORK IS COM: 1-O-T...;H_E_R-(S_p_ec-i-fy_)_,1-------+--------1-------t --MEN.CED. '.i,. HE.RE.BY GERTI FY THAT I HAVE READ ANO EXAMINED· THIS 'ENGINEER! G . ··APPt:l.6ATION AND-KNOW ·THE SAME TO BET.RUE ANO COR'RE;_~T;_ JC'-....,.... ___ N_D.c..E::.,P_T.:.... ·1------~.;.+--------1--~-~--1 -ALL, PROVISIONS OF. LAWS AND ORDINANCES GOVERNING THIS· WATER DEPT; 'TYPE' O'F'WORK ,WILL BE 'COMPLIED WITH WHETHER SPECIFIED h---'--~----+-------,------+-----~--t HEREIJ\I, OR NOT,. THE GRANTING OF A. PERMl"J: DOES. NOT ., .. P-RESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL T.HE ·1---~----+--------1----,----+---------t, :, PROVIS'IONS OF ANY OTHER STATE OR LOCAL LAW REGULA:rlNC.. ¢c;>~~TRUCTIQN OR THE PERFORMANCE OF CONSTRUCTION'. (DA:TE) 16I~-- ~-... DATE} '. ~' -' '.· : ,•, WHEN PROPERLY VALIDATED--UN THIS SPACE)_ Tt-llS IS YOUR PERMIT ·P(Aff·CHECK VALIDATION.· . ·'···'.. . . CK. M;O; . CA~R ... · PERMIT VALIDATION CK. CASH 8c)'~ ti TOTAL FEES $ __ ..c.,__ ____ _ M.O. -.;,,:,' ... .:.,.,, .. · .. INSPECTOR • • INSPECTION RECORD PATE REMARKS FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL US!= SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 7-8-76 Fdn. Forms: Retaining wall: O.K. B. Nelson 7-9-76 Mis~ ret. wall footings: ~~. Nelson 7-13-76 Misc. ret. wall: O.K. B. Nelson INSPECTOR .. ~= ·, 'C:ON:fl!ACTOII MAIL 0ADDPIESS' ·-'(, MAIL AOOJlttss, PHONE . , . ,ENG!NE~II ., 5 USE CJ~ BUILDING ',• a : 9;-· · :Class-of work: IS.NEW ' 0 ADDITION D ALTERATION,_~. D REPAIR A. , . NEW CONSTRUCTION, FOR EACH 1-----------,.---... -....-~~~ ........ --...,..~-~m=vE,1~$~!;!,,~~-r7~., -AMPERES OF MAIN SERVICE, SWITCH, _. A~PLICA~:0?~7CEP7 BY,_. PLANS CHECKED BY: . APPR.::r:/ ISSU.A .CE _B. :_ ,?~E OR . BREAKER . . ;,' ./ -I~ T? .. " : l ~ SERVICE ON EXISTING ,BLl;)G . ..___.. __ ~-.:...:::..----'-------....,,_;,;,....,_...._/-#----,,--.-1 FOR· EA. AMPERE OF INCREASE NOTICE IN MAIN SERVICE, SWITCH, FUSE LiCENSE NO. LICENSE NO. LICENSE NO • STATE CITY -., '"tHIS PERMIT BECOMES NULL AND VOID If WORK OR CONSTRUC-OR BREAKER Jb0:s~uTJwg~6~ ~J'~.l1~~~:p~~~E~ ~1J11:A~Dg~;~?lR 'I l------~----,.----,---1---+---:+-~----,1-"--1 ' · PERIOD OF 120 DAY& AT ANY TIME AFTER WORK IS COM.-REMODEL, ALTERATION, NO CfjANGE. MENCED. IN SERVICE, FOR EA. AMPERE OF I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS 'INCREASE AP.Pl.:ICATION AND KNOW THE SAME TO BE TRUE AND CORRECT·. :q~tg~vJ.,~~~sw~LL ~tts\~~u~~Wi~~c~~.rfHVlRR~~~gln~~ . HEREIN. OR NOT, THE GRANTING OF A PERMIT DOES NOT.: PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE : PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING , COll!STRUCTION OR THE PERFORMANCE OF CONSTRUCTION; (DA".£) _7/:,., l7L. I •I N.&T'f Jllr OP' OWHEfl-ilP' OWNEIII BUILOEII> •. !DATE) TEMP. SERVICE UP TO AND INCLUD· ING 200 AMP. . TEMP. SERVICE OVER 200. AMP. PER 100 PERMIT FEE WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YO.UR PERMIT P!,;AN-CijE,CK VALIDATION CK. M.O. CASH PERMIT VALlDATION CK. CONTRACTOR , ··a· ~~R ~Ul'.liOD - ' ARCHITECT OR'·DESIGNER . 4 .8 ,..~r.-. ._,_nn1t ''t. _. ·-.~-Y~ ·~· USE-OF' 5;UIL:OING · 1 f)tfBLLftG-~ -. . • ·s C)~.$Sof.work: ~NEW ~All.. ADDRESS PHONE STATE LIC. NO. CITY LIC. NO. ·. MAIL ADORES~ • . ;· . .c ,, PHONE , LICENSE NO, _ueitr wnss~ ,.~v,P:~~-~s m{(eB~ES .. ~-~-·.··· ,. e-232a: MAIL A!)DRESS , .:, : PHONE ~-ICENSE NO • • -tvt-+IL ADDRESS' ·eR,ANCH D ADDITION r· :·_:'9.· ·:oetcritie:wor~: · ~ O'I! DD~XR'G-.sa;~1,~ ... ma~1:.·_ ~!¾.'., ,. ~~oa. llLDG. r:. ~ .-... ~~~:~\..!.ffl .~ ........ . PERMIT FEES '· No. Type of Fixture or·ltem , fee ---------------------------lllilllf-'---+---'----'---'----------'---~--'-+--'--'-r----f·, '. ,-'" I :SP1:'¢i•Al: CQ°NDITION~: WATER CLOSET (TOILET) .$ BATHTUB . I•··_. 'I t---.~,---,~---~---~---------~------'-lf'"---+-'--L~A-V_A_T_O_R_Y_(W_A_S_H_B_A_S_1-!-N-'-1~.,.-'-~-,-+''--------+-'-~+-~~ ·~ SHOWER. KITCHEN SINK & DISP. . ,· ~' .'(fl ., NOT·IC'E' if'· . i~ ' URINAi-. . ·-11.:r,s·PERMlt BECOME$ NUtL AND vo10 IF woRK OR coNsTFiuc.-.'. DRINKING FOUNTAIN TION A'UTHORIZED IS NO.T COMMENCED WITHIN 120 DAYS,OR I.F >----t------------------~-+---t----1 ;: CONSTRl,i9t,1 ON OR WORK IS SUS PENDED OR ABANDONED FOR A; -~--F_L_o_o_R_-_s_i_N_K_O_R_D_R_A_I_N_-'----~---~-----~ · i:-~Ee%'gf~_qF 120 DAYS• AT ANY TIME AFTER WO.RK IS CGM-SLOP SINK ·,; .-:, Hl:cREBY' CERHFY THAT ·1 HAVE R'EAD AND EXAMINED THrs' .1-"---+-G:....A--=.S..:.S_Y..:.S_T_E_M_.,,s_,_N__:_0_·..:.0..:.u:....T..::,L:_E.:...T._.s-======----l---+-~ . ' -I ." J · ,·APPLICATION AND KNOW THE SAME TO BE TRUE AND CORREC'r,' -WATER PIPING & TREAT·ING EQUIP . .. , ·,:<ALL. PR0VlSION$ OF LAWS AND ORDINANCES GOVER~ING THIS. 1-----t--,--~----------'--~------+--'--+--'-i -, TYPE' OF WORK WILL BE COMPLIED WITH WHETHER SPECIF.IE:D' ·, WA~TE INTERCEPTOR ~ ·: •. : H.E,REIN. OR NOT, THE GRAN'flNG OF A PERMIT DOES NOT · ~~5t~~6N~0o~~J/~l{.1'1:9tJ.+XTriii'Li'c~t~L2~· ~t~8Ek:rW~ VACUUM BREAKERS "·CQNS'fRUCTION OR THE .. PERFORMANCE Of;.· CONSTRUCTIO~... LAV{N SPRINKL,E:R SYS_T_EM • .-,1, .. =----~----,-...,..,.--,--,-,,---,-.,-,--e-:,,...---.,..,-,-,-~__,,--,..,,....,~,---'---t---'--1-'-+-.,-f i.< ., , 1-',;.;... .. _, -,.1_s_E_w_._E·.:..fl,....: -~,...,.,:.:·~·;.:..::.µ.it~J~~~s=E!!,R:;.:;:d~·E;:·1::~-A~-N~o~ur!.,;s:::.:;;~==·=· =· ='·+~--'--"~ CESSPOOL S,EPTIC TAIIIK & PIT ROOF DRAINS . .-,:~( .-:. -·:t/R~'.:o~,cc~NT. CTO~ OR.AUTHORIZED <'GEN·T . J: ; ' ., . /~ -. . . ':" , ....... -.~ • -:--_ :11' 1:-iil2· . -, · :' ~ .. _,,.. ... ,,,.w.:""""-. ·vr· • ' Slt.NAX-URE' OF. OWNE.R (IF OWNER au lt:·DE.fl) {DATE) < 1,~ ' (OA'T~ ISSUANCE FEE TbTAL F~ES $ A,lff,;;.,' . Wi'.fEN PROPERLY VAL·IOA,T;EQ· (~N t·~IS,Sl!ACEI THIS IS YOUR PERMIT .. ·. · PLM(CHECK VALIDATION CK. M.O.. CASH· .,PERMIT VA-tiDAT'ION (CK, • . M.O • ... '' ;'·. . ' '--. . '. ,"' , . ~ .. . . ~. _.: ............ ~._ ... ·,__ ... .:·,:. ---"'"-··-· INSPECTOR ; i_0 _,''!l.:.x.~.£~.-'j( .. ,·:_'b:._·.·~-.·. _·: .... _ ...... , -2~:~-A--~~:. ~-~:ll;~-~su CA _;_!J_ .. ,_l_$_09_.". 753•1181,(, ;'',. ·1 .. 1K~~ , ·..W¥ :~ ,. ,,~-·-1 :-·"',.._~;-~-f;.'-.. ~~~-..,...,,.~,:__· _", .. _ , ' ,.-, : , . , -j ,;-; ,'·.·coNT.OIAC.TOOI· ', MAIL,t;OORE•Ss::: '-'1::-.-, :·· PHONE 'l;l,T·ATE-LIC,,Np, CITYLlC,•NO;-,.::-: ·I -:: · ·,~·-:.\!',*l$!:i(J1tl~ .''f·--~-;\:, .. Ti~';,1~~ .. ,, _,.,,,... '· ... ,,:: '·',, -I ;J: , '·-~-ARCHJTE.C:r O'ft ·oESl·GNEA ;,, • tllf~}~~· ,, .. -~;': \ 1{?~ ;:;Ji.{\ ' .. ' ' ' M,t;[L AODOIESS" '' '-·~ ' i'._,-_::~irf~;'~~~-:-__ : ·. •L,JCE~r NO., i: l :· -:~t.. ' iS_RANCH' ,_• .. i4if --:.:: :; ..• '-! '!.;. ' ..... ''t:\& :!' ::.' '._i\;f:].,~/~t~~or~: ·: · · ..• ,~-~w~. --EiA:D.-Cll_TJON DAL TE~:Afr~;{t);rp REPAIR ''\_<~<-,. '; ~--:~_:,:-_ :::-·: \:.:.~. ~- -. -\ :: _'¥_ -·~-r:: :· -~~.::(;o-~s~~1~f~;rk: -~~-··o,· utftS:ll~·:~m~ UNXT:;;, ·:/:·:.·;.: :::_rf'" ··.'-.. : ~: ~---· ,·-~·.,·:,-·:_', .~ ~~~-• • ' . -._ .. -,,.·-.~.\~.~~~, ... , ..... ~~ .. ,.it\-''"';..,·.; .. 11<~.-';i!~. ·~-~ 1,·; ;~. ~:~...,;:.""':,:.;:.·~;;.;;.:i\;.:;:~r;::::~:,a:;;;·~;;;;,~~::;:::iJc:..,·c::.*:,.:,~~X~.(l..:.:.1Jf!!:: • .:..·~-ml=~~~.:..-:""' .. ..::.:·'-'!·:,~:-.,.·_tear,..:,..:..-'"">"":~.;.:.,: _:_Aa~.--·..:.··:.:.:·J'.l.:..·-=·:!.~::a~;:.;·,!..:.:4"ll::::..:,r:;'~~{~:•.<.-.\_.~_3Jm_:._.: __ · ___ :""' _____ ,.~---~-: .... ~ .. -·--~-~ ... ,~., ... ~ ..... -........ -~~~ .. i.· .. · .. -i:.: .... · .. ··-~-"": ... ·,-""· .. --.... ...;;;'"!i!!'•'"!i·.,."· .. ·-"'!-' .... ~<··=:/·~ r "':_; __ ':'il!!;'!'l·. 1 _-... ·\_i ... _;:_:: __ '·.·--··':·'•~i!l-_:_, _____ : .. ·_._ .. iiii1_. _____ ..,,.. __________ ._·t_\_·_.·)_,_· .. ·li·;.,_:,,;_::T_._v_p-,ero_f_F_u_e_1: __ o_i_1_0..,..... __ PN.:..'E_aR_;M_·e_;~i--'~: . ..,l--'.~JC.,~--'·s~· .. ...,··_·.-",t-",~"-'-·G_.--'·-o_· __ ·:~---···..,::,-.''f~:_-_---,....,;-... -·,.;.1//{) 1' ~e~.i:,:f•\i:: '~OfJIDITl!'.)N·ey::·." ,·Type of i:ci~,~~!!~t: ·i:e,e:·. :: .: ,:·/°~· ,;· · ./:'1:··:"-·:. AirCond. Units-H.P.Ea ... ,' , ... •. · $_: · · ·~",'· ,.~f-f ·, ' ,;_ ·-· R_efrigeration ·units-H.P. E'~; · Boilers-H.P. Ea: ~ : r- I• ~ t--'--,+--,----~--,---.------'-'-,------'--"""""----+---'--'-+---1 .. ISSUANCE. FEE 'P.l::AN. CHEC~ VALI_DATl9_~ CK. M.O .. ; : OAS~---·:reRMIT_V.ALIDATiON CK. CASH ' ~ . ., -... :~ '· ,\..._ ' ' ' ' ·.' f, ~ . _ __.,\•,:...~.·1..-...._,,;:. . ' -----~" ~ '• ,:.: INSPECTOR -· ! I HANRICH, INC:. STRUCTURAL ENGINEERING -COMMERCIAL AND INDUSTRIAL PLANNING 9121 LAS TUNAS DRIVIE • TIEMl"l.!E CITY • CAl.lfl'~RNIA. 91710 ARIEA CODlt 213 Zl6·1l137 I 213·1721 H, M. HANSltN • S,IE, 12<1 • l"RIESIDltNT J. A, DIETRICH • VICIE l"RESIDENT California. Pools Attn: Dave Morrill 7734 Clairemont Mesa .Blvd. San Diego, Calitornia 92111 Dear Dave: May 24, 1976 p RECEIVED JUN l _ 1976 CITY OF CARLSBAD Building Department An ins~ction was made on the swimming pool at La Costa ~~_Marbella, on Thursday morning, May 20, 1976. I make the following recommendations for corr~cting the void condition found under the bottom of the poo~: A qualified and experienced pressure-grout finn should be brought in to grout under the pool. It was concluded that the grout should be applied in at least 6 spots with at least 9 pressure relief holes of about a 2" diameter; located unifonnly around the pressure holes. Care should be taken to insure enough pressure to fill the void beneath the pool; yet not raise or apply too much pressure to the slab and cause it to crack. More relief holes may have to be drilled as the grout is applied. A qualifi~d Applicator should be able to detennine the results he-is achieving. , The cracks in the pool have ,been chipped-out and are ready to be repaired. These are to be thoroughly cleaned, .moistened and patched with a rich di-y-pack or gunite, t.hen ~moothed-off flush. . The area behind the pool walls is to be filled with shot-in moist sand .•. Assure that the void areas are fiiled by·compaction of existing soils or with sand fill. The, balance of the pool .repairs are to be as per previous reports. sr Si pee rely, / ,;,d.~~- H.M. Hansen President ,., } ,,,•-:'I;· ; _, .. , " "" 1110• -............ l.,_ .-.\ ·-·~ ". ' ·f ,, '· ':':. .\. ( . ., ,,,,._ ,. •.• ·'i . ,, Permit No ~,:;: ,' ~ ~~;~t I LOdb~ I ~LK I T~ dt,~;?-ft£. -~~ ~ ~~.;;;: OWN'E,G d MAIL ADORE~, , Zl;h, ' ~/J PH" (';//. a . ,,,. ~{;:, 2~1~~ 7ji~,tL'~Pc.,.., ~#e ~ 1-'7~ ~k-t~/ ~-)@/I/ ~r• :_ /927$~ &4 ~, 4$~DRESS 6/1(.,.;tJ_/lf/ .:;Jj/J 7#///;, ~;i ~;;,/E-;6{*~, ~ .... ·~ ,,_ ARCHITECT"OR DESIGNER V MAIL. ADDRESS ., ,,, PHONE LICENSE NO., f/:. -l-4---------------------,--ee-:-~-:------'----------::,-:--::---------:-:-::-::--:--:-:c--::-,-----,----..,----1 •· • ENGINEER MAIL ADDRESS PHONE LICENSE NO; r ··: COMPE"'.AT~RR,ER ~e__ ~t; ,..: ;"'"''"' ;::;;,;:~ i' ~ I •, ~~f\. 8 Ciass of work: ~EW D ADDITION tJ ALTERATION tt: : 9 , .Describe '!\'Ork, , •.. BRA.NCH D REPAIR r· ~ ~;,:.:. ' ~~/~·.... . , .. , '. -' r-i'. l;---~~--'--'-----~--~----'-'------------1------------------------~---~ ,-_, *•AL CONQITIONS .. j} . :;;:;u:LOS;;:;[~;;;: :~::m Fee 'hl'i P1/ . ·/300 J;(7VV ~~\:-:. · °/ a L,AVP..TORY (WASH BASIN) . fl:-t-'-.,----"----------"-·"'"·"-' ---------------+-.--:;_+z::_s_H_o_·w_E_R_·-------c-1"....-.,.·-~-~~=---=---:----t----r-7":r-1-:.--:::--1 l.~:,( ·1--· ·....,_, -. -.,--'----~;__ ______________ ir-/-='' Etf:.;:::.....J._,::,.,..:..K:.:..IT..:..C.:...H.c..::E:;..:.N.:...S::._l.:...:N.:...K;..::&c:....=..D.:...:IS..:..,.P_. ¥-_-:-..:..·/l:1-=·:--'t,Z.ll-"-~...:;U~: /(,:...:' .:...:Z,....:.n..:..ll:..kJ..:..·=------+/~r;-)5.::;,..+· c}::........;0.:...._i· . •-ID QISHWASHER . 9 t)O !'/ .. ,uw,o" ,cc,mo,s "'~ '"""'"' '"'~'°''"~"'" " t-h..,,_ -+~'. ~-:-~-T_N,_~-:-SY __ W-TA_R_t-H Y_E_R __________ -_--__ 1--o/-;;,-,+.!)'"'0""_,rl ro 'Y ~o ~] : 'trci~ "ii:;;:,~~~~~SN~~L;1;:ig~~ l~l~;;::,~R0<;_~~~1~U~F .. t----+----'~-]-i-~-~-:N-:-;-;-;-;-R-:-TD-AR-l:-IN-----------1--;---,---1 [.. 'CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED·FOR A • r·,; PER'IOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK t:·:~·, MENCEO. / GAS SYSTEMS: NO, OUTLETS / l!::>Q ·,(1;_·;···'_,·_:.:: .. ·.,_:,.,_:.'· ·1 Hl:'.REBY CERTIFY THAT I HAVE READ AND EXAMINED THIS µ~·-+-~---------------'----'--1---"-+:.C....:::;:....! :'· .. " APP.LI.CATION AND KNOW THE SAME TO BE' TRUE AND CORRECT. WATER PIPING & TREATING EQUIP. ·' , ':. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS ~ .. · ', TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR ::-'·•: HEREIN OR-NOT, THE GRANTING OF.' A PERMIT DOES NOT · :;_,'.' 'P-RESUME TO GIVE. AUTHORITY TO VIOLATE OR CANCEL THE ,,:_., • .P'ROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING VACUUM BREAKERS r Qi}Ctii, b ;·RFORMA•CE OF CON.STRUCT'ON t,-s-.· · . ~~//~~ :;J}/1/ t·:,-· ... s·1~/iATUR~ OF CONTRACTO~vfl/"AUTHORIZED AGENT 'if~·Tr f.f •. "~"m"' °' °""\'. '" °""" "'"'" · '°'"' LAWN SPRINKLER SYSTEM SEWER _C~~SPQQL SEPTIC.TANK & PIT ROOF DRAINS, PERMIT TOTAL FEE ~:-·,, · WHEN PROPERLY VALIDATED.Ill\! T-HIS SPACE) THIS IS YOUR PERMIT fJ,:·., PLAN CHECK VALIDATION CK. M.O. • CASH PERMIT VAlJ_DATION CK. .M.O. tr~} -. tr<'· ~t~: :· b·· ' ... ·· . . -'. INSPECTOR CASH. -• -·- 1tf -10 ;J./4- INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR ~--llf-7'-/ -;?,,~--~ If. e 0:, ;;4~.b'?"l..,, -~ CJ ,. -,; ,>-. J. o-,"" ~ ---~ -i "'. A::: ,cJ,,.;,-aL . , , ·f-9-7~ ;i..,,-£ ___ / t:?.Z 0~/--- USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. \} ., ' ,,.,' PLuMBrNG PERMIT APPueAT,o~. Permit No_7f/:.'"f t· City of CARLSBAD, ~ALIFORNIA · .. - Applicant to complete numbered spaces only. J08 AODR ESS .. c~-/~ 0 · L$1-1--#//:? __ :24:J:S~ :;; z fTI LOT NO. ,~t4 ~6"'533 ;o LEGAL I :i·oG (OSEE AT'J'ACHED SHEET) -1 DESCR. _f:J. -- -OWNER MAIL ADDIIESS ZIP PH.ONE 2 ·coNTRA.CTOR ,, _ -· MAli....,.DDRESS ( nr. PHONE LICENSE N0,.$_96 7· 'tXh f ~ , 9';,lt; •.,,.lt ''2:'"!'r,..,,,:: 1;·t-.• ,.,,; 3· "}/!.' .,.,..:·fi C ,.,,,..'7-t:; ;1-h,i'P~/?-Acy ,,;;> , ..... ·~-• !f 4 Y ~ ':1... ~ t '4· d'._ fl,(-1; .t:....c.._ 4 AZCT OR DESl'GNE"/ JL/4. fr //fJpD~;p~ {lt.-ll, PHONE. . , ' V LICENSE NO. -, ' '~A--~ .... -A "'· -!"'. • ·1.... -~ -. -> :~,~:--LJ 6 "7 ENGIN.EER tfl~ ~ h MAILA£j2=-,. . , PHONE -l . ,,DIC EN SE NO • 5 P~ . .J JJ ~ /) > .. -~..,. l'A'r':J'· -.. · LENDER t v' MAIL ADDllESS '"'BRANCH 6 -· use; OF BUil.DiNG e~~_, 7 - 8 Class of work: -!(NEW D ADDITION 0 ALTERATION 0 REPAIR 9 Describe work: .. PERMIT FEES ' No. Type of Fixture or Item Fee - SPECIAL CONDITIONS: WATER CLOSET (TOILET) $ .. . .. BATHTUB LAVATORY (WASH BASIN) SHOWER KITCHEN SINK & DISP . . r· // DISHWASHER , APPLICATION ACCEPTED BY: PLANS CHECKED BY: 7/io"t{,.' "; LAUNDRY TRAY I.\~?. : ' tltl .ti CLOTHES WASHER •7 _ _,_y. ·• WATER HEATER /' NOTICE t URINAL -- THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-DRINKING FOUNTAIN -· TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FLOOR-SINK OR DRAIN CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-SLOP SINK MENCED. GASSYSTEMS:NO.OUTLETS I HEREBY CERTIFY THAT I HAVE READ ANO EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE ANO CORRECT. WATER PIPING & TREATING EQUIP. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED WASTE INTERCEPTOR HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE VACUUM BREAKERS PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. LAWN SPRINKLER SYSTEM .. 1~-s SEWE;R .,h ... ' --/§ --CESSP.OOL , - -,/L /7 -. ·. . SEPTIC TANK & PIT (}/,-,,.,~_/ .1//, . ¼ . .1-J./ -"741 sf GNA 7 '!!ON TltAC TOll/t>R..AV'T'HOIIVEN T -~-(DATE) ,,. PERMIT $ ~ -.-,,-/J TOTAL FEE $ -· SIGNATURE OF OWNER Iii" OW-NER 8UILDER) (DATE) J[ : h WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT ./(/ ...., PLAN CHECK VALIDATION CK. M.o. CASH PERMIT VALIDATION CK. M.O. CASH. INSPECTOR <.'.. 0 (D )> 0 0 7J (!) 3 ::z 0 ;_u_ fTI Ill Ill .:g ··~-~ ~-~ ., ;..,/-... -; 1 -• 7 r~ INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR ' _:, ' USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. 2-13-74 Soil Line: Underground Plbg. Sewer under front row of buildings. O.K. B. Nelson 3-4-74 Final on Sewer Line: O.K: B. Nelson ·,."' "" .. ~-.. · --:: ~ .,_ f ... !:' .$;-. .f -t •e ) t , ~~·or-.. -· l -~- ,, - .. -1~ ~-,, ,_ ' ' _, ...... EtECTRICAL P:E'RMIT !APPLICATION - P ·t N -?it/ ,l~'t '7 1 City of CARLSBAD, ·cALIFORNIA 92008 erm1 o. __ -iii~ . Applicant to !:orfiplelfi dtim ered spaces on(y. · .Phone 7 29• 118f 4- ENGtNi.ER MAIL ADDRESS PHONE LICENSE NO • . 5 'LENDER MAIL ADDRESS BRANCH 6 ·us£ OF BUll:,,DJNG, 7 8 Class of work~ DNEW· 0 ADDITION D ALTERATION 0 REPAIR 9 . Descdbe work:· PERMIT FEES SPE.CIAL CONDITIONS: PLANS CHECKED B.Y: APPROVED FOR ISSUANCE BY: ISSUANCE OF EACH PERMIT NEW CONSTRUCTION, -FOR EACH AMPERES OF MAIN SERVICE, SWITCH, FUSE OR BREAKER · _ N:EW SERVICE ON EXISTING BLDG. 1---+-~---------------..--------"""I FOR EA. AMPERE OF INCREASE NOTICE IN' MAIN ~ERVICE, SWITCH, FUSE :wJ~ Pfif~b:,~ii~~sNi~L6°o~fi~~g~i 1:,1~~ s~i8D;_~~~1iu~F OR BREAKER 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 T.HIS -APPLICATION_ AND KNOW THE SAME TO BE TRUE AND CORRECT • ALL PROVrSIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES, NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE - PROVISIONS OF ANY OTHER STATE OR LOCA.L.Jo11Wl"'ft-i.,GULATING CONSTRUCTION OR THE PERFORMANC F CONSTRUCTION • . --,, .... ,.,., DATE) - REMODEL, ALTERATION, NO CHANGE . LN SERVICE, FOR EA. AMPERE OF .INCREASE TEMP. SERVICE UP TO AND INCLUD· lf'lG 200 Afy'IP. TEMP. SERVICE OVER 200 AMP. PER 100 - MINIMUM PERMIT FEE WHEN PROPER I. Y VAL'IDATED UN THI.S. SPACE)_ THIS IS YO-UR PERMIT - PLAN CHECK VALIDATION CK. M.O. CASH :PERMIT VALlDATION CK. -,, o,., ................ ~ INSPECTOR No. Each M.O. Fee --z....-' . ,_ ', ' CASH I INSPECTION REPORTS DATE ITEM REMARKS INSPECTOR USE SPACE BELOW FOR NOTES, FOLLOW-UP, ETC. _ !l• tteg~~ <Qtt1 ,~11.? .PHONE LICENSE NO. PHONE LI C.E:NSE NO. 0 NEW\·.· 0 ADDITION . -:· ' '\'~ .0 A'LT~RATlON D REPAIR Df"!:l.V-E · · D REMOVE ~ Lt,•' ......... ~.:.;: ~ .. ~:~'. . ,. . ">F . , • .,. • . ~~: ~·* ', '. ' ' , .. t '<" ,/" ;_, Ch~nt~:~t use.to:: ',,, . . . ::.. ~ ,-~ .( . ,; PLAN CHECK FE_E ::.:.: .. : SPE,C,{.A.L·CONQ.l)IONS: _Type ·of Occupancy. Group '•:, · .. {~ .~_ · _ -~ C~nst. ' _, F-'....--,,--'-,,-=a--,-----'-,--,....,...--------------------~-'-------,-+---~---~----'-~--~---'-'-c-'--i t~ .. ,,. Size of Bldg. No. of Max. ~:;. i-,--,-=-..,..,..-F--'-~----....----,----'---'-----'---,-----'-'----t (Total) Sq. Ft. St?r-J.¢~: 0cc. Load t_·_.'.' r '"',,......,--'--':-', ""· .--"---'----~--------+------..c..,.--..,.,.,!a-.,.,'-+---'----~-~~-+~-'-H.e-=--~---~+---i-c~,--'-----'"----'--i . "~ ~ Use· :· Fire sp·r,1n1:<1iirs . Zone Required ·oye,t_ · tf~o APPUCl\'tlPN ACCEPTED BY. -·· J} • > ~-r·~'f/ PLANS CHECKED BY: OFFSTREET PARKING SPACES: .< \.-;,,~ Covered Uncovered . . . . . _ _ i; Nb TICE. . . __ s_p_ec_i_al_A_·P_. p_r_o_v_al_s _,_ __ R_eq_u_i_re_d ____ R_e_c_ei_·v_ed __ · -+--N~·o~. t_.R_· e~ci~.u~i!~.e~.cl ........ SEPARATE PERMITS ~'RE REQUIRED FO.R ELECTRICAL, PLUMB-. ZONING .ING.HEATING, VENTl1!1'TING OR AIR CONOIT-IONING. . ,-.1-i~E_A_L__T_-H_D_E_P-_T-_..-+--~"--'---'+----,,~---+----'~_,,_-~-,-i TH'.IS.PEf!MIT BECOMl:s'.NULL AND VOID IF WO!3K ORCONSTR.UC-'.· >_iM¼E:}NFc~TEi· u_1fl'.~~:6~~~iRo{+~!¼~~~.!{o 2ii1f.A&g~~~~~-~1~~--':1-.-.,..:_:R.,,.' ~-~_:_:'_~-_R_T_-'+.,.-'-' ~-------i---~--------~~~, .., _QTHER (!5peclf.Y) -'1. HEREBY ·CER71"1FY THAT I HAVE READ AND •EXAMINEb·:THIS s, APP.LICATION·AND KNOW THE SAME TO BE·TRUE ANO'CORRECT. _,-....;-,-=-~---'----l"-----i-----i'-t---~----+-'~-~--.c..-.t .t~~~~:~~Vt~~~s~rL L;rit~~LPEi0Wi~~CJJ~&0~vE1iR~A~g;;r1~6 . -~~-:.~. ·HEREIN :QR ·NOT, THE GRANTING ·OF A PERMIT·. DOES NOT ~e/ PRESUME TO GI.VE AUTHORITY TO -VIOLA'T'E OR C,ANCE,L_ Ti'IE P.RO,VISIONS OF ANY OTHER ST.ATE OR LOCAL LA'1'._:REGULATING CONSTRl;JQTION O.R THE. PERFORMANCE OF 'Cu.NS.TRUCTlc;>N, ·-:-:~~-, . .,.. :!· :,,._, ~~t...... . ~ .,~ " t}. '. ?":,."•' ·; ..... -"~:;, < ' ',~ ! ... :sJ,GNtJURE O. C .t<TR?'OR :oR ,0:UTHORIZED AGENT_ . ,, ..... ···'v-•1'' SIGNAa"UR-E OF OWNER IF OWNE:R l!UILDER) DATE.),~--- WHEN PRQPERL V Y~LID_A-T_EP (IN THIS SPACE) THJS IS YOUR PE"RMIT . , __ ··Pt;A:N, CHECK VALIDATION ,. ' ~ ', .:.,, ' CK-. M.O •. : 'CASR,. '~ERMIT ¥A-LIDATION CK • ~ ! • .. , •,', '.,.' INSPECTOR M.O." CASH :z 0 ! :.5 J • INSPECTION RECORD • ' DATE REMARKS INSPECTOR FOUNDATIONS: SET BACK TRENCH REINFORCING FOUNDATION WALL & WEATHER PROOFING CONCRETE SLAB FRAMING INT. LATHING OR DRYWALL EXT. LATHING MASONRY FINAL -- USE SPACE 'BELOW FOR NOTES, FOLLOW-UP, ETC. I. FOR APPLICANT TO FILL IN Application for Grading Permit CITY OF CARLSBAD PUBLIC WORKS & BUILDING DEPARTMENT 1200 Elm Avenue 729-1181 Surety Bond .egal Descriotion Map No. c·d \ ~ --Surety Company ;ubdivision Name Surety Address --· Phone~,r, .. · . . l··( , . .J.. {t:,// Date Fi led PERMIT NO. -,-----(letter code+ number) L=lot $=subdivision C=City contract Bond No. Rec'd by )wner I s Address ·;;:;-»,.,, •. 1 f~). c ,:,__ {. .. :· c~-.!--., Cash deposi't $ Rec'd by Date f i I ed .... ,'J 1-r"i' Engineer . )/ I . ' R.C.E. ,ddress Phone ;rading Contractor Phone 1-(-'· .;_.. :, :. . .:,:,; I-1Jt: 1-#.-Z.· ,d_~ress l· -. Chec;:k if supervised ' . . ' \ I • n d in , ...... "'I'--~,. The fo I I owing documents a re req u i red and sha I I become a part of the grading permit when they are approved. __ Grading plans ~report __ DraiQage structures ~ction report _Specifications Vicinity map -Retaining wal Is Other SPECIAL CONDJTIONS WHICH ARE.MADE A PART OF THIS PERMIT ~rty responsible or overall supervision -c<_---. , .. , .... ,. #-1 . .....-· v .,.,. f ·, ._ l l ,·;. I. Authorized hours of o eration: 7:00 AM to ~c9posed use of grade site 5:00 PM, Monday-Friday. L -.· -· . -::-.. -.-,~-2. Haul routes ·are to be a Jumber of cubic yards Engineer. Gut Fi 11 {~· t ,'/,.~, 11 c 1/ 3. Ade uate. rov is ions sha 11 be made for -----r----------------........ --a_s_e_...,_, .... ·:--_. --~-~_.---'--'e-'-r'-o'-'s...,,i'""'o-'-n...;..a ..... n'""'d-'-'-'s--,-i_l...;..t...;..a.;..;.t_i o-n~c_;,o __ n_t..;..ro..;.... ·.,..I -. -'--"-- ·ota I :ompacted fi I Is (yes or no) 'reposed Schedule of l erations (dates) 4. Al I sloes shal I be I anted er direction of Parks & Recreation Director. Fipis~ :;:·· /"'.~,Ii)/,..... ~ hereby acknow I edge that I have read the app I i ca-..__--------------------------=-- ·ion and· state that the Information I have provide INSPECTION DATE INSPECTOR'S s correct and agree to comply with all City SIGNATURE >rdinances and State laws regulating excavating an Ground preparation irad i ng, and the provisions and_ conditions of any ..__R_o_u_g_h_g_r_a_d_l n- 9 ----------------- >erm it issued pursuant to tnis appJication. ' ) , , '· , • . ". Compaction report rec I d. ;jgnature of Permitte~e~~~-~""-1....,.--.--. ....... ---,__,..,_~.,-Planting & drainage lwner or au th0r i zed:. agen _ __._....._~__._'-J.,,....._ __ __._,:l_ 1--..,..-F"".""i n-a~I _c_e_r--:-'t"".""i -:-f-:-i c-a---:t---:i-o-n-re-c .... _=-, d-:-.--------- ,rading permit fee$ Work completed Surety bond released 'ermit V~iJjJJi?n ~ >Y /1/'~;,t ~ Date...,2=-"-"-'""'""'......_-"--~ 1erm it Expiration Date Z 7t liJLY2 6 THIS FORM WHEN PROPERLY VALIDAiED BY SIGNATURE 1$ A PERMIT TO DO THE WORK DESCRIBED T_H I S f E.RM I T I S VA~ I [) FQR A ~J_X ( 6) MONTH PER I OD Appl icat!on for Grading Permit CITY OF CARLSBAD ENGINEERING & BUILD!NG DEPARTMENT . ·1200. E·,1 m· Avenue 729-1181 FOR APPLICANT TO FILL ·IN 1site Address _egal Description · Map No. Lot.#206, La Costa So. Unit #3 ·'ubdivision Name County or, ::;_an Diego La Costa de Marbella , , b1;mer Joe H. Scpaeffer Phone (714') 273..:2523 bwner 1s Addres~ .. 492.4 Rebel.Rd. 'San Diego., CA 92117 ' Surety Co~ny • '-Surety Addre_s~~ ..... ' .ia~epos ii'_· Rec Id by ~ate f j led .\ f PJans by Civil Engineer Robert K. Kameoka R.C.E. 15429 The fol lowing document~ are requ'i--c.,ed and shaf I become a part of _the grading permif"'w-ben they are approved.. · · ~ ~ddress Phone Soff Engineer R.C.E. Phone Benton Engr. 10332 (714) 565-1955 3rading Contractor Phone Address .Check if 'X . supervised gtadlnc Darty responsi-ble for c,veral I stlpervislon · x Grading plans )>(specifications· · .X Soi I report .x:;v ici n·i ty map _JLDrainage structures _·_Retaining wal is· &Compaction.report __ Other SPECIAL CONDlt IONS .WHICH ARE MADE A PART OF TH 1 S PE.RM IT 1. Storm drain to be relocated to -:r' ::iropos·ed use of grade s i i·e satisfaction of City Eng;i.neer ancl ,. construction of 58 condominium units San Diego Countv Sanitation .and IP-lood- \Jumber of cubic yards On Site . Control District. Cut . l.mport Tota I Fi 11 :: Waste 2. D~veloper to provide driveway design 1----------'-------~--'-'--'C-'---'--..;.._-stipulated by Council conditions J 22,000· 22,000 22,000 pertain~ng to CT?3-7. , ~ b~pacted f i I I s _ e ,f : l3: -/: 1217 IJ ..e_, J>nu ('l,)"1 / ec..,,.:NcJ>-\_ ~ I ropos':'d Sched~l'7af Start ~isti, {..:')e5V 5~Je.c.!f 70 Ct~ Ctc5 ·pper-at1ons (dares) ?-/$ .. ,? l~Jo,,,,/3 . . · ., (1 hereby acknowledge -that I have read the -~ Se.c. J/d!;.~ f)CjfJ .yc_<Ju.rdt.tti·J· ,t f.1PPI ication and state that the information " . I V.l I , 11 have provided is correct and agree to · r,e;,"tt£_ i C.{.. l t.t _( l,..:)c,.1 Cv"'lt.STflLC'fl..c (comp I y with a I I C i-ty ordinances and State ;.t.:;?~(ifmJ 't .. ( DATE INSPECTOR'S i! aws regu I at: ng excav.at i ng c1nd grading, and /''...., 11 . · SIGNATURE jthe pr:ovislons and co~ditfon:' of _any ·-permit Ground preparation Av.l?.;,.41.,...t).,,t.l , .._/,//.S lissued pursuant .to this appl 1cat1on. R h · d. "??--=""7 v ;::_ ,v '· .,, ·,<ci°A I ~-• . ,oug gra. I r.g rc-A.'#tr ~ t);{,IT~~G~VT. Pr~A./ -~'ignature of Permi-i-tee~ • .1.. "' · Comoaction report FEW 7 .& ;;:;.? $,:>.R~S · . · · .... .,.) -,;pt:. '?)G--. L oe.--.9Trc>A':/s :,-:~_·ts Received c,,,,,.v ,c;;, v v ! · wner or authorized c1gen-r ___________ Pl t·· I' d . • ,r-u,-, .-vA;-;7:..,_.,:;:,. ::;,;: . .eL. · u-~-,.__ --_an ing "' ra1nage Sv-13/{./TY AAJA.tYS/.,..,.~. pe,~"'<Js it for structure i nsp. $ . Fina I certification .,,,~0 ·/$ · 74 (SEe L.c?~~??:;, -'i~ .• ~: ima'h:~d cost of \•1ork $ received · r/20/f./J ':Be-r/'T,:Y/ ~A:16-kVctfE/4/c;.. ·, Work comp I etcd VTJ:ft, '3 ·/7· 7? 7-:P,~Jv4 Y, .. , i -------------------·-·---· . .J-.. () $#,," ,rJ,W'AS;:;rd>r _ fJ2 C//P. 4/AR// r~/ r VI an Check . fEH:¼ Grading PB rm it fee . . i _,..q M . ~I, ... ~ ' i 0.00 $ 18·6.00 4-4/D Surety Bond released(/"/·· • .PLAN CHECK Approved by_/~'~·--~ J~te 7-1zq7 . THI$ FORM PERM TO DO THE WORK DESCRIBED; I \_ C ( RECEIVED PROFESSlONAL REGISTERED INSPECTIONS,. INC. INSPECTIONS • TESTING • ENGINEERING JUN 1-3 1974 7895 CONVOY COURT. SAN DIEGO. CA 92111 (7141 292-0660 . TEST "!:PORT -COi'IES TO: JO!! NO. Cl,-Y _OF CARLSB'Pt~-; · Bmldmg Departmerttf · 1504 · JOB ______ --::~L~a~C~o~~~t~a~·~de~~~-~~-C~®~-~l~l~9::~=--c;;;=--------------'----- AOO RESS _""\;C:;;::·~=· :24:=&;;:;: ::La:::C;::o s=;;;;;;:;:A~v;;:;;;en;;;;;ue;;;;;;;;;;~-:===-==::?='-----:PHONE 0 OWNER ______ 0_1_s_o_n_D_e_v_._Co_. ___ _ OcoNTRACTOR. Nintemann Constr. O-CLIENT _______ 1_1 __ ·_u ______ _ D ENGi NEER ___ P_a_u_l_Y_._Ko_s_h_i ______ _ 0 ARCHITECT ------'-Sa.;;;..mc;.;.u.:c.ec...1;.._W--a __ c-'-·h.;..;:t;___--'-__ D BLDG. AUTH __ c_a_r_l_s_b_a_d _________ ....;_ 01NSPECTOR ____ -'-'H=e~lv-'--'-'in'--'----'F~a~g~o~t=------PERMIT NO. 73-914 PLAN FILE# _1_0_2 ___ _ FIELO SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR STRUCTURE B1dgs. J & S. """C:::: Sample ABC@ N. W. Caisson Bldg. 11511 @ F5. MIX NO Premix-1659 3000PSI Melvin Fagot SPECIMEN MADE BY: PROPORTIONS 6 sk SLUMP 4" ADMl·X TURE Pozz DATE MADE 6/5/74 TYPE OF CEMENT Riverside 11 DATE RECE.IVED AT LAB_G/] /]4 CONC SUPPLIER Premix Premix SOURCE OF ROCK TICKET NO. 56423 INSPECTOR SIGN. Melvin Fagot LABOl::iATORY TEST DATA AGE TESTED ,-DAYS 7 -1 DAYS I DAYS 28 I DAYS .. -, DAYS SPECIMi:N MARKINGS 111 O? 11102 ·J 1103 DA TE TESTED 6/10/74· 7/3/74 Hold ~ 2s;·2s AREA-SO IN ULTIMATE LOAD-LBS _ 72000 - UNIT STRESS-.PSI 2550 SPECIFIED STRENGTH 2500 AT 28 DAYS SPECIAL INFORMA T!Of\J· ----------~---------------------- ADDITIONAL DISTRIBUTION. I : ' -1 ,-:RANS·M I TTE;D; . . LHEREii 1 TH .j :_·: ____ .;llNll.ER ·SEP, -COVER ~AS. 'REQ.UESTED >·::-:·_ ~----· .. ME.CH. ,SUBM1TTALS ";,' . THE f OLLOW{NG ! ' . _____ U::"fTE~:. - ~--:PRINTS . · .. SPE·C IF'I Cf.'CJTONS .· ~-. .': --~ · s··Ho·p· :nn11..,;r1·;""s· ·· __ : . ·, '' f.\·j'e\Jf·.·,: .~·\.:!' .. , · ' . . · --.. CHECKING .-.-... -, .~YOUR HSE .. YOUR FILES -.. -. -· ' ·• . ~EL.EC. SUBMI'fTALS -. SAMPLES.' -~ · .·. -,-.. ' ·. . R'C. ·e·uB1v1·1· "fTAL .. --.. :: _....,._. _·i,:~.-1,~! ·~· ~-·:, ' -.. ~-. -,, ,, -. ., .. ' . REMARKS: . _ . _ . . . _ . . .·'> L,l$L_QE :&ro:. ·.Etnee,APDK~~~-~~-~~~~·-C<s ~,w~- : ... '. ,Ne:,,. E;A,~·:-~De> <".IC-,+..,,;.--.~ .r?-A~ .. .,~ ~.,,--.z::·r:;, S, . •· . . . .l~-~ ' . ,_....c.-,....c::!.~~~--.... ~~-~ ' ~.i..=-~~-...,..,. ~.........,.,..,-..,..,_.....,.........,----'---,--- . .· · .. £~~.Anv• S£_ Mn .·DvN..~-°~ .. ciE: .. ·~-D.·~~ CE:~~-·· O~t~_C:f:_Q ( i .T_t.\-~ \: :x:~~-' ·;.~AS' ~-~:~L(&S~Rt. O·~~ ... -,·. ·-~~ EX~s?er Fc;,iL-.:$~:12:q:,' k::~--~R-~~~· -.Jl.o.,us.L S\t?-6......1.\JG:pos &.6£~~-+=~--·-J-· ---'-,-,----__,,,.....-'--~- • I • •, ~-OP I ES TO: : . : <:. trY,i'il:s· ·T, .. R· ll'fTt-Q,.1M .<:·i:R' •v:· I C:E: <' '· ' .. ' '·\;,.1:;1.1• ',•\i,;;''-'·,-:r. l V!...' V ·.: .Do~~~s·c,_,, .. 1/7~~-~~~::: ::·· ~=H b::>ln_~'l. · ....... \ > . . -, . . . . . ··--------.---· -. ~ Ek~---. . . (714) 4,53-1225 .. Post Office-Bo); ~:1340.· -~,Diego, Caltfornia 9Z122 :.; _, ' . ; , s: . ' . ..... , .. ,,:,,.,. - ESTIMATE CONSTRUCTION SERVICES iZ, LI ,_ 0, ,,/ - 4. V 'n ?'1 2.I,. ,,../ - 7ILJ ?, ~~ .. / . £.~4--~.,,,..--+---+I E=-i' -~-1---1----+--~--+----'----'---l-----+---+-·~__,,..""r-'!.""l""+-·i-+--+-+-+-++-~+-+-+-+++~:*7~-+~ol.f-+-~H/Yt:?.'''+--',! ' ---l'-----1---l---l--,+---.1--l-~-+--4---l--+--4--¼-1--+--¾-+-+-++--l-l--le--l-l---J.-.+-1--l--+-+-++4-+--+--+-+---l-+-+-+-+--1 'l ,_, .. / ·----. v 't:='1 t'-J.~ -5 / 1 ! ' ! I ) C / S FORM 4 ·( ) 7895 Convoy Court San Oieao. Calif. 92111 Phone 292-0660 -0f; -;?7/ _J' PROFESSIONAL. REGISTERED INSPECTIONS ,. INC. INSPECTORS WEEKLY REPORT# ,,/ __ ..;.. _____ F_O_A_W_£_E><--.x··/--.--------. · / .,:Jc)y NO. E"NOtNG ON /f/.P,V / . , l9 752 ' COVfRING wOR·K PE-RFORMED *Hl(H RE 0 RF l"IF'1RCE[') CONCRfTE D 4u-ec5k,.,{ (";,,.,,,...,,z;. ,;::::;{",,..z?~s ·/4-e.., /41/.,-e,.=zc,v: 5= / , /4..1/,;0:z<: c..m-t:e::x:d .efk:-c<, -o// -> ? 7 --_/ ·o STRl1CT. ~TE Fl 4-;c,fvAL 'r D RftNFORCf[) (;'fP'.,"'-' D PILf r-R1v1"lr. BUIL 01 ... G P[~YI T NUMAf'R 7Y-9Z,5 ARCMITECT D D GLUE• LAM-FABRICATION OTHER X?h-:?c,,,e / c:e../c--e-/4/ f"'-'GIN E [R ~q//f"6'S/4/ <!f'j,/ssoc. GE"',iERAL CONTRACTOR · /s cn-t Cen-r s ;4-.a-c.,,Lo P' 5 ----"------------CONT R. oo·""G REPORTf CWORK ;::t?'&a-4 4~:,;-a-;u-.,,.... -AB ~ECE1 v_,1NC., & T l:ST1NG C:)N.STR. MAT•L... SAMPLES INSP'N. DATE LOCATIONS OF WQRK INSPf(T'ED, TEST SAMPLES TAKEN·. WORK REJECTED, JOB PROBLFMS. PROGRESS. REMARKS. ETC. INCL..\.!0£5 1-..lt"OA"4ATIO""' ABOUT -AMOUNTS OFYATERIAL Pt:..ACEO OR w,:,J:t..-PrRF"ORMF.rt NU ..... f'Ef=I TVP£ & t0£NT NO·'!- .:,~ T£Sf SA...,P~£S TAMEl'tt,II: 5TR\JCT CO"'ll,.,,,£CTIO~Sl"'[L0SMAOE ,_. T. BOt..T!> TOROU[D• CMECt<EO,_E'TC. CERTIFIC.A. TION OF COMPLIANCE 1 HtREBt· C p1!1fY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED l,fWI( t:NlfSS OTHERWISE NOTE0. I HAVE FOUND THIS WORK TO COMPi i WI !H THE APPROVED Pl ANS, SPECIFICATIONS, AND APPLICABLE SECTiC>N~ OF THE GOVERNING BUILDING LAWS. <i .~.a-~-~ ~~~r .... c.:··, ...... ~c., ~//77~ A'1:E /,95.P.5 :· A • f ;,_ C ~ t, ' :: Q ,T wrc..~s.,.t,r..,..,..._,vp,Es:t. ,k [..,,,' :.i ·.: -~ WOODSID~/KUBOTA & ASSOCIATES, INC. [ •'<;I~ CONSUL Tl NO ! J f; ~\...:.~ ,.-~J ;sf.· -;,'.,.;J (; ENGINEERS 2965 Roosevelt St.• P. 0. Box 1095 • Carlsbad, California 92008 • (714) 729-1194 February 6, 1974 Mr. Ted Muga La Costa De Marbella Assoc. 4924 Rebel Road San Diego, Calif. 92117 Subject: Lot 206, La Costa South Unit No. 3 La Costa De Marbella Carlsbad Municipal Water District Dear Mr. Muga: This office has no objections if the City of Carlsbad issues you a building permit for the subject project. If you have any questions or require additional information please contact this office. Project Engineer cc: Carlsbad Municipal Water District ..;3'ity of Carlsbad Building Department JRP/sp In Orange County, Santa Ana 7328 RECEIVED t:t8 7 i974 CITY OF CARLSBAD Building Department -. -...,.__ PAULY. KOSHI & ASSOCIATES 155 No San Vicente Blvd. Belverly Hil Is, CA 90211 City of Carlsbod Department of Building & Safety 1200 tlm Avenue Carlsbad·, California 92008 . Attention: Subiect: Richard S. Osburn Director of Building and Housing La Costa de Marbella Condominium Profect 2425 La Costa Avenue Carlsbad, CA 92117 Dear Mr. Osburn: RECEIVED MAR 1 l 1874 c,}J;'fct;~gF 5~RLS9Aa. epartmea.t' This is to inform you that this office has all the copies of f·he soils report as follows: 1) 2) 3) 4) 5) 6) 7) 8) 9) 10) 11) January 4, 1973, 1172-12-7 A (P-r-el iminary) January 16, 1973, 1!72-12,--7 A (Formal) Apr i I 11, 1973, #73_3_ 1 A (Addendum) August 291 1973, 1173-7-18DF (Addendum) August 30, 1973, #73_7.., rnDF (Addendum) September 19, 1973, #73_7 .. rnDF (Addendum) September 20, 1973, #73-7-18DF (Addendum) November 6, 1973, #73-7-18DF (Addendum) February 4, 1974, #73 ... 7-18DF (Addendum) March 4, 1974, #73-7-18DF (Latest Addendum) March 11, 197{,; #73-7-lSDF (Latest Addendum) 'lk/(. We would like to inform you that all foundotions and retaining walls have been designed in col')formance with the requirements and r~commenclations of cill the enclosed soil report with the exception of the granular backfil I and aokHtionEJI report required for the westerly portion over the existing sewer I ine (aclfac:ent to Buildil"l.gS J and S). If you have any other questions pl ease cal I ·or write me. Very truly yours, PAULY. KOSH'! & ASSOCIATES .-·")_ r • ;;,..., • < ..,..,,. /...," ,.,,,,,...... • < _.. .:.-;_. .• , <",.. ,./·/.,, ..... -,. ·····:--··-· I . ,._ ,.-::'' Poul Y. Koshi Structurql Engineer . .Ill. ·------------------·-·--·----·--------------- · .. --.. ---r;t' 1· VE D REtv. MAR 2.1 19 I 4 . PAULY, KOSHI & ASSOCIATES CONSULTiNG STRUCTURAL ENGINEERS . 155 N. SAN VICENTE BLVD., BEVERLY HILLS, eA. 90211 • TEL. 655-5603 OLSON DEVELOPMENT. CO. · Job No. LETTER OF TRANSMITTAL To: ()/..ro/J ))&VEloPMGIJ! &::, . /f,o/ #A-J/ollk<-JvtE:., . ~ J1e,r;.,c;J ~ fv113 . I Attention: )JI C,,J::;; 8_/hrH 13G.a.:!, Subject: lA-Co~11f Transmitted: Prints Described as foliows: • -J -~ \,, I · Pl.ans _____ :_.~------· ··-... . · .. ; ': · '... . · Details ' '· ... ·' -------- ·:' ,,. ' By: Mail ------Parcel Post ---Printer -----Messenger ----Picked Up ___ _ Under Sepera te Cover ( ) ( ) Sepias ( ) Other ( ) Calculations __ ~---- Change Order _____ _ · ·. ·-' Specifications_____ Shop Drawings ____ _ Commen~~-~ f J)p7A1l,S fP{l< f/t:µo i£7A(J.ll.l/f WAU'.1 5f/t,JJJ II./€; l/2t'£¾W /dl14' ~ /~pC r ~ r- it) 1~1~ tr~ ' . ' . " - ' \,;' Received 'BY...;.-·-----· ,i..;.', _______ _ ' ,,,. -1. ···\ . . ~ .. · ·,.-. ·-.f /,_1 __ ~--''. \:::;:_:·:". _,: \ ,;:~;::,, ---·--·--\i1fr~ . . :, -. )' : ... , .. ,:;~• ... ~ I • '•,, '.~: •' f1;':'',_: '.._,_, .. :· <·· f Oh_. f. ~ .· .. · _' '~: .. '-:_ '. ._---.::: { ... , __ ._,; ·:'_-· . .' 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A-(.,.(; \.:_ . . -' .. .i;:-. tJ u ~>1-6-:1< o u s. . . f;-} ~~r6 Ji'-.._ ~ .-. ~ ~ ·---:-r~:-: .l :e'..~ ~/,--~ 6, :1·u>::.> -:. ,s ,;,, ~-~; -----·. :. -. -... --..•. . ... . ,1:q:f(~----:: .. ,,~/~·~1?-.T.~~ :,;~~---->FI RG-.-.. /f· y .Pr AN: -r ... w, L l. ·r: ';: :.,· ·.: '·zrf.:·'1 ,·.' . ,-. ':. . ' . ::1:'C.,.(.)..t:1·1;_; _e·_-:-:/t.;/~,----~----------: ......... -·=c-,: ...... ,,c, ........ ···'::;,;--·--··. -~---- .( •,. ,- . · ... . . . .:;.· . ·.· .', , -............. -. -··· .. , .-: ~ ,,· . . . ;_,_ ,-~ '. ' . ., . . : ,. .,6 -:--::\"'··--: .. :. ____ ,,.,.,.,_~.:; __ ·, ... .. •" .. '': -A . ..... t,•, (' .... Ceinn .cft1.f.~ t, t c•· /__ ""...," . :,....) f-J .(_I I . "' 'I !' ~. ".'' _, \ . ,'·- . :·; ·. ; .... ,·. ,. 'i .· _. ~··/:·.~--. .:.-~--~ ---..-.-.~ ·-·-· .. ·.;---: ::: i~ <:·~:: '. .",:·: ,' -·, ;: ' . ... . .... _:,., : . ·.''• .. _.,...:.·::·· •. 1· ·-~·-._,.; ·--:···:···. :--:· ...... -·-·- ••• ••• ;' •-<, • ... ·: \ • -•• •• • ·.~---,: ..... ' -'•_. ..... -,,~-. ·-'--~---···-:. ___ . ..,, .... :. -.. ···.i'-•..,,. ,•' ~--·, ... ·-· .. .. ' ... . ,, -..; .• , ,\. i ' ~ ·'. . . ~ :.t ••. ·-.: • l' •• .. . . .... : -,· '--·~ . .. :--·-. ·'···· ; .. •;: • ' t : ~ ••• ---~ •-" ... .. -: • :0. ••• -. ' ' '• • .-• -~.'•I I.:',-'•·.", .··._·J" . .'_,_. ~-••• • i, •:, . ·,,· .. . ' .... ,• .. ~ ... ·.-.. . :.•, , . ' ··~ :-: ·,. ·,-.-.',! ~-- .:······ .... ..::.: •.. ¥-:•-t'~:,.,,.~ ...... ~---:·· .. ~···'·.~--... ~ '• ~~ • l • •;,· ,. . -., . • ,_1_. '• • """"1\_.,. t ..,1 '• ··-----=-· ' .. ·,i~ -~-·--- ·, ... __ .... ,. ,_. ,, ·.·.·,: . .... . -.,.,.,. .' ,;';.t ···. '.i ( . 7895 Convo,-Court San Oleao. Callf. 921 t I Phone· 292-0660 PROFESSIONAL REGISTERED INSPECTIONS , INC. INSPEao1s WEEKLY 11,011 #1504 1------""' 1 -,,-o .. -wE-E-.. ---------4---. COVERING WORK PERFORMED WHICH REQU.!RED APPROVAL BY T~~el"A·c INSPECTOR OF ?en• •rc:-•cs~ . 2425 La Costa Avenue OW .. EROR POI0.1[CT NA"'[ La Costa de Marbella D RE INFORCEO CONCRETE 0 PRE. STRESSfO CONCRETE -1--Ql_ RE 1.NFORCEO MASONRY. ) ./ "-G,.:;l..~:_•a u••• ... TvP[. COl..0£_ £ T'" 1 ~r~ STRENCT'"4' SOUOICE 01'1 "'"GOI. 1..0--ncrete B 1 ock I 2000 CEScR1eE 111,,.tAT·L. ....... OESIG"'4 AE•BNI GIii.AO£ A ._.FCA \IIIELO•ROO ETC.I· Mortar: 1-1/4-3 Grout: Conrock 6 1/2 sk NO. E!"o, .. c o.. 25 October 197 D 0 STRtrCT. ~Hf l AS5fVRL Y O GLUE • LAM. F ABR I CAT I ON REINFORCfD r,yP~111,4 0 OTHER • 0 PILE [')Rl\lfNr. 73 -922 I PL.A,. FJL.E. ,.u,..eE• ARCHITECT Samue 1 Wacht Paul Koshi GE ...... ERAL CO,.,.fRACTOR Olson Develooment ,_ _____________ _ CONTOI. oo, .. G AEPOOITl_CwOAM Dittman Masonry 1.Alt. OIECEIVl,.G ri TE.STING C:>N5TA. YAT"L.. 5AMP1,.£.5 Professional Registered Inspections, Inc. IHSP'H. DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLE.S TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS. ETC. INCL.UCES !NFOA..,ATION ABOUT -A"'OUNTS OFMATEAIAL. PL.ACEO OA wORt< PC"RFOR .. Er,1 NUMAER T•PE • IOENT NO·~ OF TES'T SA ... PL.£5 TAKEN: STAUCT. CON .. ECTIONS IWEI..OSMAOE .-< T. 801..T!, TORQUED• C><EC><EO; ETC. 10/24 Inspected laying block and grouting retaining walls at east and west end of Bldg. 11S11 • Made 3 mortar and 3 grout samples #10-24-A-B-C • . ( ) r----1-----------------------::-=------------------------------1 . ( ·_ _,r-G' ll> I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED. All OF THE ABOVE REPORTED WORK UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH TH.E APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. __ A_E __ C:._1_5_,-~-.,-... -u-,..-A""E-,R- ( I (< '-.. (_ C PROFESSIONAL REGISTERED INSPECTIONS, INC. · INSPECTJONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 JOB HO. } 504 DOWNER 01 son Constructo·rs D cuE N r ------------=O..:..l __ so=n'-'--C;:;..;oa..:,n.;...;;s;...;t;;._. ____ _ D ENGINEER ___ P_au_l _Y_._K_o_s_h_i _______ _ ·o ARCHITECT~-___ -_,,S..,a....,m...,u ... e..._1--'-"W=a...,c:.:.ht...__-------O !3LDG AU TH ____ C_a_r_l_s_b_a_d _________ _ · o INSPECTOR ______ K_e_nc.......;.H~u=m=p~h~r~e~y ____ _ PERMIT NO. ~73 ___ -___ 9~2-'-9 ___ PLAN FILE# _____ _ FJELD' SAMPLE OF: Grout 2000 PSl _LOCATION OF SPECIMEN IN JOB OR STRUCTURE Sb-th wall of unit 25 bldg~S-at 6 1 · 80852 MIX NO.~-------~------------- 6.5 X ,3/8 .PRQP0_RT 10 NS_. ------~-~------ ADMIXTURE-----~----.---------...---,-- port;} and . . TYPE OF CEMENT _____________ _ Conrock GONG. SUPPL! ER ________________ _ 12718-Tz:tick 44·10 TIC.KET NO ________________ _ \ . Ken Humphrey SPECIMEN MADE BY:~------------ SLUMP---~-------------- 6/13/74 DATE MADE-~-------------- . · '6/19/74 DATE RECEIVED AT LAB. ___________ _ SOURCE OF ROCK _____________ _ Ken 'Humphrey INSPECTOR SIGN. _____________ _ · LABORATORY TEST DATA AG.E TESTEQ SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN l;JL Tl MATE LOAD-LBS. SPECIFIED STRENGTH AT 28 DAYS .DAYS 7 DAYS 11308 6/25/74 21800 2420 D· ' _-L18 1974 DAYS 28 ' - DAYS DAYS 11309 113 I 0 7/16/74 Hold 9.00 .· 26000 2-890 SPECIAL INFORMATION --------~----------'---'---~-~-----'--------- ADDITIONAL DISTRIBUTION. Cfly .OF CARLSSAD· Building Department ::SPECTFumSu"(Jl/ J ~ · . ENGIN ~Fl. i '' . ,J ( C. PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 {714] 292-0660 JOI NO. 1504 Costa de ·Marbella JOB ____ _,, __________ -'---"-----'----+------;....------------- 2425 La tosta Avenue, Carlsbad ADDRESS_:,__t-====~~:;:~=~3 ~~;=;=~~==----=::;.._- E H D l opers Ols0n' .,Constr. 0 OWN.~A _ ___,_..,....... _____ u_. __ • __ • _e_v_e-'-__ .__ D co N TRACTOR ____ ---________ _ D cu ENT --------=--Co_n_:s_· t_r_._-'-------eau 1 . ./ ,y.; .. Koshi D ENGINEER _______________ _ 0 ARC HJTEC T ____ -s_a_m_u_e_l_W_a_c_h_t _____ _ Carlsbad D BLDG. AUTH·-------"--------- D INSPECTOR Ken Humphrey ---------------------PERMiT N0.7_3_.-_9_z9 ____ PLAN FILE# _____ _ ·'F-IELD'SAMPLE OF: Mortar . 1800 LOCATION OF SPECIMEN IN JOB OR STRUC.TURE 6 1 at corner of South & West wall of unit# 25 bodg. S MIX NO ----------"----"---,----"------ PROPORTIONS -'---,.-____ T_y_p_e_S ____ -'------------ ADMIXTURE------------------- TYPE OF CEMENT ___ -'--_Po_r_t l_a_n_d_. --------- C()NC. SUPPLIER ---------'--~---- · TI.CKET NO. ___________________ _ Kl;!n Humphrey SPECIMEN MADE BY:-----~------- :SLUMfl --~--~----------,----- 6/1 ?/74 DATE MADE--------'--------- 6/19/74 DATE RECEIVED AT LAB·-------------- SOURCEOFAOCK~-----'---------- Ken Humphrey INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA · AG.E TES TED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS · . 11290 11291 1129 l DATE TESTED 6/25/74. 7/16/74 Ho]d .Ml.EA-SO IN. 3 .14 3. 14 : . 'UL.TI MA.I;: L,OA-D-l BS-. 780:0 tJ N. I J s T'REss.....:.·PSJ. --.. "... . Z485 .. , ---·--· - · SPECIFIED .ST-RENG·TH. AT 28 DAYS RESPECTFULLY SJfMIT'D. . BY . r·U ~ . .ENINEER --· ,-~·---~ .......... ·-----·------~--... -·. -··-,-... -~--~-.. --. ~ ~ • • -.. ,> i .,. ( (, \ ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 1895 CONVOY COURT, SAN DIEGO. CA 92111 (714) 292-0660 JOS N0.1504 Costa de.Marbella JOB __________________________ ..,___. ___________ _ La Xosta Aven_ue, Carlsbad ADD.RESS _________ ~--'-------------- Cons tr. Paul Y. Koshi D Cl!ENT ------=-=-----------· 0 ENGINEER _____ ---'----------- D ARCHITECT __,.. _____ sa_m_u_e_]_·W_a_c_h_t_· ----·o BLDG. AU TH. --'--_c_a_r_l_s_l;>_a_d _______ _ 01NSPECTOR _____ ~K=e~n_H_um~p~h_r_e-y ____ _ PERMIT N0.73-927 ,73-922 PLAN FILE# _____ _ .FIELD' SAMPLE OF: Grout LOCATION OF SPECIMEN . IN JOB OR STRUCTURE First lift of West wall-un-its 32-33 Bldg. J MI-X NO ________ a_o_8_5_2 ______ ~_ 6.5 .PROPORT 10 NS ------'--------'"'------------ ADM! X TURE _______________ _ Portland TYPE OF CEMENT _____________ _ Con-rock C0NC. SUPPLIER -----------,-,----- J 26 ]0 TfCKET NO.-----------~----- Ken Humphrey SPECIMEN MADE BY:--'-----'------------ SLUMP __ ..,...,_---'--------------- 6/17/74 DATE MADE-----'---------------- DATE RECEIVED AT LAB. ___________ _ S0URCE0FR0CK-------------- Ken Humphrey INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA AGE TESTED SPECJME':J MARKINGS DA TE TESTED AR·EA-SQ IN ULTIMATE LOAD-LBS. lJNIT S TRf,SS-PSI SPECIFIED STRE.NGTH A T28 DAYS DAYS R 7 DAY$ DAYS 28 DAYS . DAYS 11293 11294 · 11295 6/24/74 7/15/74 Hold 9.00 143_00 18800 1590 SPECIAL IN FOR MA TIO N· ---'---."j+· ,-...,,r--,,,:~--,-.,.,.----'--------,---'-'------'---------- . ~· ADDITIONAL D,srR~-~~TIWrv :~, 1 8 1974 . Building 5eAPRa LtSBAQ .. r ment l' ( ' ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVO'( COURT. SAN DIEGO, CA 92111 TEST REPORT -COPIES TO: JOB NO. 2425 La Costa Ave., Carlsbad 436-2723 ADDRESS PHONE ---:--___.,..;;:::...==..,.:::.-~;:;::::::===::::==~=~=-- D · O]son Dev. Co. D Dittman Masonry -OWN.ER------------------CONTRACTOR ______________ _ II 11 D CLIENT~------------------D ENGi NEER _____ P_a_u_l_Y_._K_o_s_h_i _____ _ 0 ARC HI TEC T _____ s_a_m_u_e_l _W_a_c_h_t ____ _ 0 BLDG AUTH ____ C_a_r_l_s_b_a_d _______ _ D 1NSPECTOR _____ H_e_J_v_i_n_F_a~g_o_t _____ _ PERMIT NO. 73-914 PLAN FILE# _J_0_2 ___ _ FIELD' SAMPLE OF: Mortar ABC LOCATION OF SPECIMEN IN JOB OR STRUCTURE Rt. wall L-M 2nd lift : : ; ;; :;:=; ;::::;;;;;:;; c: !A ;i9iie. · Ml X NQ -------8'-4-'--'8"""5'""'2"-----------SPECIMEN MADE BY.. Melvin Faoot PROPOR T 10 NS _____ 1""'9._.7,_0C--Ct"-'y'-"p'""e=--.cS"---____ _ SLUMP-------------,-----'---- ADMIXTURE ________________ _ DATEMADE-----5~/~l-3~/.-1.~-------- T yp E OF CEMENT -----'-'R'--i..,_v=e_,_r=s_,__i =de=-_,_! _,_I-----DA TE RECEIVED AT LAB. ~5_/_1~5..,_/~7_4 ________ _ CO NC SUPPLIER _____ C_o_h_ro_·_c_k ___ -______ _ souAc~ OF fioc-x-saodSorrento nc KET NO --------------------1 NSPECTOA SIGN. --~M-'-'e'"-'1'-'v'-'i..,.n...__.F..,.a~gj-"'a ... t __ __,_ __ _ LABORATORY TEST DATA -I DAYS I DAYS ., DAYS I DAYS I DAYS AGE TESTED 7 28 $PECiMEN MARKINGS 10661 l 0662 10663 : DA TE TESTED . 5/20/74 6/10/74 Hold MH,A-sq 1N · 3. 14 3. J 4 UL HMA re LOAD--LBS 7400 10300 -- ·UNIT STRESS-PSI 2355 .,, ~(all w---Y ----SPECIFIED STRENGTH 2000· AT 28 DAYS SPECIAL fNFORMA TION -----'---------,---~--------------------- ADDITIONAL DISTRIBUTION ( ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS. • TESTING • ENGINEERING JIJN i 3 1974 1ii9s CONVOY COURT, SAN DIEGO. CA 92111 TEST REPORT -co,i!ES TO: J0!3 HO. CITY OF CARLSBA 1 504 Bu if ding Department La Costa de Marbella JOB~·--'-=-------:::~~e~~~~~~~~-====------------- CarJ sbad ADDRESS D OWl'IER Olson Dev. Co. II II · D CLIENT Paul Y. Koshi DENG.I NEER _______________ _ D ARC~ITECT Samuel Wacht Carlsbad D BLDG. AUTH ----------------''-- D INSPECTOR Melvin Fagot PERMIT NO. 73-914 -3o 102 PLAN FILE# _____ _ FIELD'SAMPLE OF: _Grout DEF LOCATION OF SPECIMEN IN JOB OR STRUCTURE 2nd 1 ift M-N 84852 Mel v_i n Fagot MIX NO SPECIME;:N MADE BY: 6.5 sk 1011 + PROPORTIONS SLUMP Pozz 300 + MBVR 5/13/74 ADMIXTUR-E DATE MADE Col ton 511;174 TYPE OF CFMENT DA TE RECEIVED AT LAB Conrqck Con rock CONC SUPPLIER SOURCE OF ROCK 9-98358 Melvin Fagot TICKET NO INSPECTOR SIGN. LABORATORY TEST O.t.TA AGE TESTED. l DAYS 7 I DAYS I DAYS 28 I DAYS I D_AYS SPECIMEN MARKINGS 10670 10671 10672 DATE TESTED 5/20/74 6/10/74 Hold ~ AREA-SO IN 9.00 9.00. UL TIMA1E LOAD-LBS 23400 3500Q..,__ ~ UNIT SfRESS-PSI 2600 ~ ~-3890 Q ij ev ) SPECIFIED STRENGTH 2000 AT 28 DAYS SPECIAL IN FOR MA TIO N ----~-------'------------------------ ADDI TlONAL DISTRIBUTION •, ( PROFESSIONAL At:GISTERED INSPECTIONS, INC. JUL 11 1974 llmY OF-CARLSBAD -lrtfilding Departmeht INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 Joa NO. 1504 ,, . JOB _,-'--'----,ll"---'-~..__,=:.,:,.,::"-=d-=e_M:...:.a::::..:...;rb::;..;e::..1:...1:..:a ____ ---'-_______ -+-___________ __.; __ ADDRESS_-l---------,-~2~4~2~L~a::!-!C~o~·s~t~a_.:..:.Av~e~n~u~e~-'-=C~a~r~ls~b~,:____~d"--==-'""""'::::..----PHONE_4~3_6_-_2_72_3_,..._,. ____ _ ~')~-----~-~-~:----::: 1t 01 son Development Company O CONTRACTOR ___ D_i t_t_rn_a_n_-_M_a_s_o_n_r.;..y_. ____ _ 0 OWNER -tJ CLIENT-------------------D ENGINEER _______ -P_a_u_l _Y_. _Ko_s_h_i _______ -- 0 ARCH! TECT -------S""a .... ro .... 11 .... e .... ] _w .... a ..... c .... b .... t ______ _ D BLDG. AUTH. _____ c'--a--'-r-'-1'--.s_b_a_d_-'--______ _ 0JNSPECTOR ____ C~._S ___ h~a~w_-_________ _ PERMIT NO. ]J-91430 PLAN FILE#--t-j_.,,(}=-2---- -FIE_LD SAMPLE OF: Concrete 3~cy1inders . --LOCATl9N OF SPECIMEN IN .JOB OR STRUCTURE Bldg. 11J11 grade-beams MIXNO_-,-_____ P_R_2=-3 ________ _ SP EC IM EN· MADE By: ____ C-'._S_h_aw_-.... -------- PROPORTIONS ____ 6~-.... s~k~---------SLUMP ________ 1_11 _________ _ AD.Ml X TURE ----~-----------DATEMADE~-----~6~/~1~0~L~Z~4 ___ -.;.._....,.. __ T yp E OF c EM ENT __ __,_R:_:.i..:cv=e_,_r~s.:..i d=e=-=-1 ,;._ ______ _ DATE RECEIVED AT LAB. _.,.6CL./_._] _._) 1.-f.,_74..,__ _____ .,.__ cq NC. SUPP LIER ___ _,__P.a__re=----H~-'-'i z=-· --------SOURCE OF ROCK _____________ _ TICKET ,'-10. ___,_ ____ t,=2=.9.<.,Zo-5..__ ____________ _ I NSP EC TOR SIGN. --~C'-"•---acS~h=a-'-;-W _____ ---'-- LABORATORY TEST DATA AGE TESTED I DAYS _; · 1 DAYS I DAYS 28 I DAYS I DAYS ' SPECIMEN MARKINGS 11152 111 ~3 11154 -- DA'TE TESTED 6/17/74 7/8/74 Hold ' AREA~sa. IN. --28.28 28.28 -- UL TfMA TE LOAD-LBS. 72000 ' 929.9.,.0 ---~ UNIT STRESS-PSI. 2550 ~~ 3360 ~IA l)_,) \.._ SPECIFIED STRENGTH: A T28 DAYS -2500 SP·EGIAL INFORMATION: _____________ ---------------------~------a...---- ADOiTIONAL DISTRIBUTION: .RESPECTFULLY SUBMITTED~ BY & ~ STRUCTURAL.ENGINEE ( .( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 9.2111 (7'T4l 292-066G 15il JO!ll NO. La Costa de Marbel la JOB__,.F-----------------=-o,;_------------------------------- ADDA D CLIENT------------------------- 0 ARCH Ir EC r ---'-._W __ e_c_h_t'------------~ D 1NSPECTOR_~D~u=e~J,___,T~h~o=m=a=s=----------- FIELCt SAMPLE OF: Mortar 0 ENGINEER ___ K_o_s_h_i __________ _ D BLDG AU TH __ Ca_r_l s_b_a_d _________ _ PERMIT NO 73 -915 PLAN FILE II ___ _ LOCATION OF ~PECIMEH IN JOB OR STRUCTURE Cen.ter of Retaining Wall, Bldg. A MIXNO ------------------ PROPOR T JO NS __ J _: _] /_4_: 3 ___________ _ ADMIXTURE------------------- TYPE .OF CEMENT Riverside 11 -----------'--'---- CO NC SUP.PLIER.----------------- TICKET NO . -------------.,.._;-------- SPECIMEN MADE BY Thomas SLUMP _________________ _ DA TE MADE __ S_/_2_G/_7_4 ___________ _ DATE RECE IV /:D AT LAB. __ 8_/_2_7_/_7_4 ______ _ SOURCE OF AOC K ______________ _ I NSP EC TOR SIGN __ D_u_e_1 _T_ho_rn_a_s ________ _ LABORATORY TEST DATA AGE.TESTED DAYS 7 DAYS DAYS ?8 DAYS DAYS SPECIMEN MAR-KINGS 11801 11802 11803 DA TE TESTED ·9/2/74 9/23/74 HOLD AREA--SQ IN 3. 14 ULTIMATE LOAD-LBS 10300 ·UN I T S TRESS -PS I ------=---::=:=:=::==rr=~==l*~'""~~~TV===r=== SPECIFIED ST>RENGTH AT 28 DAYS SPECIAL INFORMATION --------------'----,------------------- CITY OF CARLSBAD -13&1'\Fffin~O~~MUnt~ j ADO! TIONAL DIS TRlBUTION ·BY-· _L1fd__4t:L~--~---/ . ENGINEER ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 9<?111 (7141 292-0680 Cos ta de· .Ma rbe 1 la JOB-,-----;f'----------------------:----:--r-------------- 2425 La Costa Avenue, Carlsbad ADDA ESS __ """"=~-=r.=:"··,;;:;;;-=::=~~:::,:::;::~==:::::==::::;::;::;;;;;;;;.=-'~ D . ow N ER ~----------B----'. _E_ .• _M_._o_e_v_e_l o_pe_rs __ Olson Construction D CONTRACTOR _____ -------~-...,. D CLIENT -------------------,--Olson Constr. Paul Y. Koshi & Assoc. D ENGINEER _______________ _ 0 ARC H..I T EC T _ ____. ____ s_a_m_u_e_l _W_a_c-'h_t ____ _ Carlsbad D BLDG. AUTH. ----------------- 0 INSPEC ioR ______ K_e_n_H_u_m_p_h_re_y ____ _ PERMIT NO .,.._7_3_-_9_2_9 __ ~PLAN FILE# _____ _ FIELD SAMPLE OF: Concrete LOCATION OF SPECIMEN iN JOB OR STRUCTORE G. B. # 7 & 8 of Bldg. -S. PR 1659 Ml X NO ~-------------,---,-------~~- PAOPOR T 10 NS ______ 6_• O ___ b_a_g ____ --,c-- Pozz 300 ADMIXTURE -------------,-------,-~- TYPE OF CEMENT _____ P_o_r_t_l _a_nd___,...---,------'- Pre-Mix CONG. SUPPLIER ________________ _ TIC KET NO. _______ 5_59_9_7~· _______ _ Ken Humphrey SPECIMEN MADE BY. ____________ _ SLUMP _________________ _ 6';12/74 DA TE MADE------------------- _6/13/74 DATE RECEIVEE> AT LAB--~--------- Mission Valley SOURCE OF ROCK _____________ _ Ken Humphrey INSPECTOR SIGN. __________ ,___-,-_ LABORATORY TEST DATA AG·E TESTED SPECIMEN MARKINGS DATE TESTED AA.EA-SQ IN ULTIMATE LOAD-LBS lVE SP EC IFH:1q (~ T_fl ENG TH A T2816)ht b 1974 DAYS 7 · DAYS 11223 6/19/74 Z8.28 49000 1730. DAYS 28 DAYS 11224 7/10/74 28.28 70000 2480 3000 CITY · =BEl'ffdgifiF.CAf?.4S/3A£j-ow 28 day break -break ho 1 d at 60 days g "tiepartment A.DOI TIONAL DISTRIBUTION. ::SPECTFULLYS?~~ l ENGIN ER DAYS 11225 8-12 Hold 28.28 74500 ( I PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714) 292-0660 1504 JOI NO. OcoNTRACTOR Dittmann Masonry D CLIE,NT ---·-·-------------D ENGINEER· . Paul Koshi 0 AAC HI TE.CT __ s_a_m_u_e_l _W_a_c_h_t_ •. ______ _ o· BLDG. AUTH __ C_a_r_J_s_b_a_d __________ _ D 1NSPECT0R __ M_e_r_l_e_J_o_n_e_s ________ _ PERMIT NO. 73-922 PLAN FILE #_·1_0_2_· __ _ FIELD SAMPLE OF: Mo_rtar ========================;=========================· LOCATION OF SPECIMEN Retaining wall bldg. 11$11 IN JOB OR STRUCTURE MIX NO PROPORTIONS 1-1/4-3 ADMIXTURE TYPE Of CEMENT 'Riverside CONC SUPPLIER TICKET NO. II Jones SPECIMEN MADE BY. ___________ _ SLUMP _________________ _ DATE MADE ___ J _O/_z_4_J_7_4 _________ _ DA TE RECEIVED At LAB. __ 1_0/_2_5_/_7_4 ______ _ SOURCE0FR0CK ___ s_o_r_re_n_t_o_s_a_n_d _____ _ Merle Jones INSPECTOR SIGN. _____________ _ LABORATORY TEST DA'TA AGE TESTED SPECIME·N MARKINGS DA TE TESTED AREA--SQ IN ULTIMATE LOAD-LBS ; UNITS TRESS-PSI SPECIFIED STRENGTH AT 28 DAYS DAYS 7 . DAYS 12442 10/31/74 3.\4 DAYS 28 DAYS DAYS 12443 12444 11/21/74 HOLD 3 .14 1800 li/ty~I SP EC IA L I NFOR MAT 10 N -'-------·--,,,4-------~----'------------------------c,,.,.1 . 1.r:;-;4' AD01T10NAL D1srn1Bunrez;,.r Op- . . t/rJl1Jg nCA/it. ~ . . . 'e1Ja11, "'8,4/) "111e11, ::SPECTFULLY SU~ t~ EN INEER ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENG!NEERING 7895 CONVOY COURT, SAN DIEGO; CA 92111 (714! 292-0660 JOI NO. 1504 De Marbella JOB ______ -'--_____________ .,..... _______________________ _ ADDRESS-\--------=-.....:::::;;_ ____________ PHONE ___________ _ DOWN.ER. --w-1-.s,or.i Development· OcoNTRACTOR Dittmann Masonry II D CLIENT-------------------D ENGINEER" Paul Koshi D ARCHI TECT __ S_a_m_u_e_l_W_a_c_h_t-______ _ D BLDG Au TH _c_a_r_l_s_b_a_d _________ _ D 1NsPectoR __ M_e_r_l_e_J_o_n_e_s ____ -'----PERM IT NO __:.7...:c3_-..;;..9_2_2 __ PLAN Fl LE # _1_0_2 ___ _ FIELD-SAMPLE OF: ·Grout ========================================= LOCATION OF SPECIMEN IN JOB OR STRUCTURE retaining wall, bldg.·11s11 MIXNO ------------~---'--- Jones SPECIMEN MADE BY: ____________ _ PROPOR T 10 NS ___ 6_J /_2_s_k _________ _ SLUMP ___ 9_-_l _O _____________ _ ADMIXTURE _______________ _ 10/24/74 DATEMADE---------------- TYPE OF CEMENT _R_i_v_,_e_r_s_i_d_e_l _I ______ --'--_ DATE RECEIVED AT LAB. __ l_0_/_2_5_/_7_4_· _____ _ CO NC SUPPLIER __ C_o_n_r_o_c_k _________ ____ SOURCE OF ROCK _____________ _ TIC KET NO ________________ _ Merle Jones INSPECTOR SIGN _____________ _ LABORATOR,Y TEST DATA .AGE TESTED SPECIMEN· MARKINGS DATE TESTED AREA-SQ IN ULTIMATE qJAO-LBS UNIT STRESS-PSI SPECIFIED STRENGTH AT 28 DAYS DAYS A/ .. nv 4 SPECIAL INFORMATll,'fi)'i; 19...,, . \;/ I y , • I <J ADDITIONAL 01srn1.Jl#jkt;f/: CAJ?,'L. . . . 'g.De/), seAD . cirtrr, ,, -ent 7 · DAYS DAYS 28 DAYS DAYS 12445 12446 12447 10/31/74 .J 1/21/74 HOLD 9.00 9.00 2000 PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING C 7895 CONVOY COURT, SAN DIEGO, CA 92111 1714) 292-0660 JOB NO. 1504 . O OWNER ___ ....;0....;1...;::s....;o.:.;n:.....;;;D...;::ec...;.v...;::ec...;.1-=o=p=m=e.;.;n-=t------D CONTRACTOR _Dittmann Masonry II 0 CLIENT-------------------D ENGINEER' Paul Koshi 0 .ARCHITECT __ S_a_m_u_e_l_W_a_c_h_t _______ _ D BLDG AUTH _..::.C.=a..:..r..:..1.:::c.s.:::c.ba=d __________ _ D 1NSPECTOR __ ~C~ha-"-'-r~le~s"'-·B~r~u~mm~_...,.-------PERMIT NO _7_3-_9_2_2 ___ PLAN FILE# _.;;c..1.0.:...:2:;___ __ _ FIELD-SAMPLE OF: Grout LOCATION OF SPECIMEN IM garage area of last bldg. a1;' end of road -same area as previous IN JOB OR STRUCTU-RE cyl i-nder location MIX NO 8-1852 SPECIMEN MADE BY: _ __;cB...c.r--=uc:..:.nm~-------- C; PROPOR T 10 NS 6.5 sk SLUMP _________________ _ ADMIXTURE DATEMA0E __ l_l_/~5_/_7_4 _________ _ TYPE OF CEMENT Riverside II DATE RECEIVED AT LAB. ___ ] ....:1/_6....:/....:7_4 ______ _ CONC SUPPLIER Conrock SOURCE OF FtOe"' __ S_o_r_r_e_n_t_o_S_a_n_d ______ _ TICKET NO 746765 -746766 I NSPEC TOA SIGN. ___ C_ha_r_l e_s_B_r_u_m_m ______ _ LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS , . SPECIMEN MARKINGS 12547 12548 12549 DA TE TESTED 11/12/74 12/3/74 HOLD AREA-SQ IN 9.00 9.00 UL Tl MATE LOAD LBS -- ~ ~-,"fUU 1.....,----.. ,v---r --~ ) UNIT STRESS-PSI 2820 'c::: I?-· . .. SPECIFIED STRENGTH AT 28 DA VS '---. 2000 SPECIAL INFORMATION ---------------------------------- . ADDITIONAL DISTRIBUTION AESPECTFULL Y SUBMITTED BY __ a_--=-~~"""'-L--·--=-/_,__-:-~..ca., 1~=""-/-"-"--~---- EN61NEEA PROFESSIONAL REGISTERED INSPECTIONS , INC. INSPECTOIS WEEKLY REPORT Is= o L/, I NO. 7895 Convo'1 Court FOA WE EK San Oleta. Calif. 92111 Phone 292-0660 £NCING ON 19 C ... ~ COVERING WORK PERFORMED I§ RE INFORCEO CONCRETE D STRt1CT. ~TE Fl ASSfYAl Y D GLUE• UM. F'ABR·ICATION ,_ WHICH REQUIRED APPROVAL BY PRE. STRESSfO CONCRETE 0 REINF'ORCfD f,YPS11M 0 OTHER THE~, .... IN),...t1.. :, --REINFORCED MASONRY 0 PILE r,R I\/ IN(; - G ~ AC'c>R[55 ~c-""'--c.~~--e ~ 9tJIL.01NG P£Rl.4rT NUMftEA I Pl-AN F'll-E NU .. BER . ~1,./~C: I 7~-,2.? 0,WNEROR PR0.1ECT NA .. E ·) ARCHITECT . L I\. e> e'\C"_~ l\r.:-\\f'\l\~Q.,.,1,.. .S=;.._ .,-L (•\AP~- ,c9 .. STR, .... T'I-, TYPE, GRADE ['TC.•I DESIGN STRENGTw..._,,..RCE OR ..... GR. ENGINEER. \. • ..-.-r = ,:;,-i:= -,<.1 ·--i. I ;)_ {'I c-i r, I · ~A"'-' l,,) '°' C ...L I pESC~IBE MAT•L. 1..,., .. CESIG ... RE•BNI GRACIE I .;,F'GR WE1-0.ROO ETC.I GENERAi-CONTRACTOR . M c"ltl!A .!b I .:. I J ,t -~ '° I,_('. t!f:)1'4. n-u, CON TR. oo,,..G REPOR•LcwoR" \'\,~,._~~ MA~::, ~h. .... "'-Al!II, llll£CEI VINC. a TE.ST1N·G CONSTR. MAT1L., SAMPL.ES '""?. ~ -r ' INSP'N. LOCATIONS OF WORK INSPECTED. TEST SAMP.LES TAKEN, WORK REJECTED. JOB PROBLE'MS, PROGRESS, REMARKS, ETC. DATE IN'CI-UOES INF'OR,..ATION AIIQUT -A ... OUNTS OF' .. ATERl&I-PI-ACEO OR WORic PCRF'OR,..Er>1 Nll.,.AER TYPE I t0£N T ""IC'1 0~ TEST SAMPL. E'S TAK£"": ST"UCT, C:ON,..ECTIONS,IWEl-.05 .,.ACE .-4 T. 801.T!t TORQU(.01 CH£·CKEO; ETC, 10-'C" ..,_N c-:--..-,.--A LA 'U ,',.,,, t!.. ~. -,.,, -;?.,,;-4 ;,..,, tlw c. ,., .... C, :=?.a ii ~ . (', ~ ....... -, ,,.,-t"' . I I ."J (/ CJ :;;2.., <:.L-,:}...'--/ O c::---.R+ ~/· /-'.:.,., -z.,c ~,~.L ,;a,., __ .,_., ..... ,..._ C-i....-I j r.;..-. £• '74?'.> ' /I h,• . :J.C/D ~ ';:,_ ., -,• l,, ~/ _r ~-t. / .. '.-.,.-C' ,.J.-r'. --·-n . .::~.--' -L~ 70 3 ... /.,, n .. :~ C -. r1 • .J ../a,;,-- a ) " •' ,, ,· : 1' ca / CERTIFICATION OF COMPLIANCE !)I~ I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED . lcb~ WORK. UNlESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO ~,.;•,•• ,Af --r r.1rG1c-, .. f Af :-,,-.c-,,·, r ....... Q COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. :'"'&T[. ".:'i' 1:q.rc-R• RE C.1!,T f R ~u-..PIER j ~ .. ( 7895 ConvoY Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San 01e10. Calif. 92111 Phone 292-0660 INSPECTORS WEEKLY IEPOiT l {04 ·' I FOIII WE EK NO. £N01NC ON 19 .. 1, COVERING WORK PERFORMED 0 RE INFC'lRCED CONCRETE 0 STRt•CT. $THI A55EVALY 0 GLUE• LAM. f'ABRICATION -~;ROVALBY ~CRETE D RE I NFORCf[) r, yp 51111,4 D OTHER T s'PECIAL INSPECTOR OF ONRY 0 PILE nR1v1111r. ~ At'CIA£55 / ' BtJll.01 ... G PEAUIT NVM8ER I PL.AN ,:11..E. NUMBER . . :ht/J.5 ,~ {?a~-;,::J fJ /--e. '/3 -q 2-2 ow .. EIII Ol'f PAO.ICC T NAME _/ AACMI T[C T . LA r;c,·-A 7) r~ .S; cu Y "'r),,-,r2 ~ ~ C-·'-.'.'.) 4\---<v\ V ;;:; \.._ .,'\c_ t;. J ~.._:.._.:._· . '... •• TYP t. GIIA.0-E £ TC. I I DES IGN STAENGTM' -..e,,:rl("c E OA .. .-GA. ENG1 .. EEA -~ \~\_o<. <-I "L...000 I "?Cl;c...L.. \.(_os •"'-C'4:',t l-\ I C£sc:•1a£ "4AT·1.... , ... I-JI CElr_G .. AE•BAlt GAAOE a ... .-GIi #fELO•lllOO ETC.I GE,..EAAL. CON TAACTOA {V\ C Q.:,-;---i:\Q._ \ -l/ '-{ -~. Dlso,, ~'CJ .. C~II, OOlNG AEPOATE.CWOA" .__I •~l""-.A., I"\.~~~·~ I ... ·-~.C~l~G IE.STING CONST A •.... T•1..! SAMPL. ES .IHSP'H. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJ.ECT,ED. JOB PROBLl"MS, PROGRESS, REMARKS, ETC. DATE INCL.UCES ..... OA.,.ATION ABOUT -AMOUNTS O1" .. ATEIIIAL. PL.ACEO OIi WOAl< PClltFORME['*); NUIIAAEA TYP£ I 1O£NT. Nl'.)'1. OF TEST SAMPL.£S lA,.EN: STAUCT co .... ECTIONS IWELOS MACE >< T. BOLTS T.OAQutO1 C><ECi<EOj ETC, 11-:L/ '-'f'\·q --~ i.....oc.-.( .. ::r::"' s '1> i;· ...... ,--,: ".'I ,"'-( 'c .. ' • -,;:a.-;-f:\ I, i~ i :--.. c.: l,) ~· ('• ~f\ ., l 1/ ,5 'i :---t<.'/1 ,J P-"./1 l':"'o, ... ,._-,~ C ~L-::. c_;.; ? ~ 7)q. "' r-t C,. (.1...1 -A {...L (' .::i _f . .: -R .... ' ..... -,.• .I L'--/11 -.,,J,. ~ .:~ '] '-10~ ··7 Y.~<"' 7,.;,~7 /2-Lf <':i r . <Ii-7 u I-';? ,--., I • . -/'~-. . j .> ./ ) -I I -, I. . -, _,,;_ "> .• .... t?.. .\ .,, '-I.-? i y-'L¼=; ~ ,~ • .,, .J.,. .. ,, ["c I . . ,,z: ,,. _, .. n ,:"'l , .';! • 1· ""4-<.-\,... .. -. <-- " a ') (%\. ,i./ ,..l,<..-r?.u .. -<...S./ i:,,.J .<'l. 'j •"'J .-1' • • .,__ '~.,I L. ~,., .~.,. L ...... .C,, i~J.t ,-.-, ~·· I' I .J '-I I( /41.-1. n JC" i, ot-v /7.,. - ,I .. ~ ... L .. -r-0 . )~~-1. ·1 "' ,. :·)vi ::; ' ' CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All Of THE ABOVE REPORTED WORK. UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPLY WITH Tl1E APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. /, u~-L ....... --,...-'\ r'1 _.,,., ·-f.-r ; L::. "'· ,~ I I ( «;1 .~ .. , .. f ,Rf ..... , -nr GIC," f Af -.... c,,,f (" ·-s-:1 -A T r. -C' Q .. C--Q 't ( ' 0 (_ PROFESSIONAL REGISTERED INSPECTIONS, INC, INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292·0660 1504 JOD NO. ::::::::;2;4;2~5~L~a~C~o=.s~t~a=B~lv~d=.-=------=:-------PHONE __________ _ O OWNER ----'-_so_. n_D_e_v_e_l_o~p_m_, e_n_t______ D co NTRAC TOR Dittmann Masonry ADD D CLIENT-,--'---'.....;' _____________ _ D ARCHITECT __ S_a_m_u_e_l_W_a_c ___ h_t_. _______ _ D 1NSPECTOR __ M_e ___ r_l_e_J_o_n_e_s __ ~------ FIELD .SAMPLE OF: Mortar LOCATION OF SPECIMEN . Retaining wall bldg. 11S11 IN JOB OR STRUCTURE MIX NO PROPOR T 10 NS 1-1/4-3 ADMIX TUAE TYPE OF CEMENT Riverside II CONC SUPPLIER TICKET NO D ENGINEER· Pau 1 Koshi D BLDG AU TH __ C_a_r_l_s_b_a_d __________ _ PERMIT NO -~7~3_-~9_2_2 __ PLAN FILE# ]02 Jones SPECIMEN MADE BY ____________ _ SLUMP _________________ _ DATE MADE ___ J_O_/z_4_J_7_4 _________ _ DATE RECEIVED AT LAB. __ J_0_/_2_5/_7_4 ______ _ Sorrento Sand SOURCE OF AOC K --------------- Mer] e Jones INSPECTOR SIGN. ______________ _ 1..ABOAATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS .. SPECIMEN MARKINGS 12442 12443 12444 DATE TESTED 10/31/74 11/21/74 HOLD AREA-SQ IN 3. 14 3. 14 ULT I MA TE LOAD-LBS 8800 _._ 14000 -~ UNIT STRESS -PSI / v~oo/ J jAf>'o f /ti J = -. ' \._!_~~\_ SPECIFIED STRENGTH 1800 AT 28 DAYS SPECIAL IN FORMATION ---------------------------------- ADDITIONAL DISTRIBUTION ( \ .. ..,, 0 C. PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292-0660 JOI NO. 1504 ADDRES~\;;::::;~;;==::::=====---==-------------PHONE ___________ _ DOWNER _______ D_e_v_e_lo~pm_e_n_t ______ D CONTRACTOR Dittmann Masonry II D CLIENT-----"""""""~----------D ENGi NEER· __ P_a-'u_l_K_o_s_h_i _________ _ 0 ARCHITECT __ S_a_m_u_e __ l_.W_a_c_h_t _________ _ D SLOG AUTH __ Ca_r_l s_b_a_d ___________ _ D 1NSPECTOR __ M_e_r_l_e_J_o_n_e_s ________ _ P E;R MIT NO. ---'7_3_-_9_2_2 ___ PLAN FILE # _l_0_2 __ FIELD SAMPLE OF: Grout LOCATION OF SPECIMEN IN JOB OR STRUCTURE retaining wa 1 l, b 1 dg. 11s11 MIX NO PROPOR T 10 NS 6 1/2 sk ADMIXTURE TYPE OF CEMENT Riverside CONG SUPPLIER Conrock TICKET NO_ AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN ULTIMATE LOAD-LBS UNITS TRESS-PSI SPECIFIED STRENGTH AT 28 DA VS J I I DAYS Jones SPECIMEN MADE BY· ____________ _ SLUMP ___ 9_-_l_0_-"--,------------- 10/24/74 DATE MADE----------------- 10/25/74 DATE RECEIVED AT LAB. ___________ _ SOURCE OF AOC K ----------------- Mer J e Jones INSPECTOR SIGN ______________ _ LABORATORY TES1' PATA 7 I DAYS I DAYS 28 l DAYS I DAYS 12445 12446 12447 10/31/74 11/21/74 HOLD 9.00 9.00 ___ 2.011.0.0 -------30000 ,. ( ~/ /·). j/23ofJz ~J ""--([?~ -;jf//J 2000 SPECIAL IN FORMATION ---------------------------------- ADDITIONAL DISTRIBUTION ::SPECTFUoo~~---'-1---------- ~GINEER PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT -COPIES TO: __ JOI NO. 1504 La Costa de Marbella D CONTRACTOR 01 son Construction D CLIENT-----------------D ENGINE ER· ___ P a_u_l _K_o_s_h_·_i _a_n_d_A_s_s_o_c_i_a_t_e_s __ 0 · Samue 1 Wach i t . ARCHITECT _______ --'-. _____ .,......_ __ D BLDG AUTH __ C_a-l_s_ba_d __________ _ D INSPEC·TOR _________ "'-------PERMIT NO 73-925 PLAN FILE# _____ _ FIEUtSAMPLE OF: Mortar LOCATION OF SPECIMEN IN JOB OR STRUCTURE Bldg. N, patio wall part of garage wal 1 MIXNO ____ J_o_b_M_i_x _____ -,. ____ _ SPECIMEN MADE BY: __ R_e..::;g_l_i ________ _ 0 PROPOR T 10 NS 2 sk cement, 1/4 sk 1 ime, 19 sa§f:luMP _________________ _ ADMIXTURE ___ N_o_n_e ________ -___ _ DA TE MADE ___ l l_/_l_/_7_4 __________ _ TYPE OF CEMENT Riverside 1/11 DATE RECEIVED AT LAB _1_1_/_4_/ __ 7_4 _______ _ CONC SUPPLIER ______________ ___ SOURCE OF ROCK ______________ _ TICKET NO --------.--------------INSPECTOR SIGN ______________ _ LABORATORY TEST DATA AGE TESTED 'DAYS 7 I DAYS I DAYS 28 I DAYS 'DAYS -SPECIMEN MARKINGS ,, 12514 12515 12516 DATE TESTED 11/8/74 · 11/29/74 HOLD AREA-SQ IN 9 .• 00 9.00 ULTIMATE LOAD-LBS 2-?.ZP.2 .. ..-c~ 38500 UNITS TRESS-PSI ,/ ~~~ ~~ 4280 fl/ft ) - C.· SPECIFIED STRENGTH ~ 2000 AT 28 DAYS Sl?ECIA-L INFORMATION ------------------------------------- ADDITIONAL DISTRIBUTION RESPF.CTFULL Y SUBMITTED 7895 Conuo)I Court San Oleto. Calif. 9211 t · Phone 292-0660 PROFESSIONAL REGISTERED INSPECTIONS, INC. --------------------------, INSPECTOIS WEEKLY IEPOIT NO. F"OA WE Et< ENDING ON 19 (_., COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY RE INFORCEO CONCRETE PRE. STRESSfO CONCRETE REINFORCED MASONRY . D STRllCT. ~H fl ASSE .... RL y D !IE INF'ORCfD r,yp51111,1 D GLUE-LAM. F'ABRICAT,!ON D OTHER J l__ D PILE [)RIVIN(;, 8tJtLOING ii:»-ERUI T NUMl!!liER AIIC .. ITECT CO"'STR. ,_.4!'L. TYPE, Gl'AOE [ TC,1 DESl<.N STRENGT.., SOUIIC-E 0111 ... .-c:;11, -ar102e/ Loo-Ooo -z:r: /-!o.s. ;.,i I GENEll4L CONTll&CTOR C0_;1TII. OOtNG REPOIO"TE.CWORI< ; ----r,-n-, A 1'1 ri I TE.STING CONSTR • ...,.AT' , IHSP'H. DATE L·OCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK R.EJECTED. JOB PROBLl'MS. PROGRESS. REMARKS, ETC. INCLUDES , ..... O"'"'"TION •eou-r -AMOUNTS 01" ... /lTEIOIAL Pl,.ACEO OR W9"'" F>CR .. ORMEr>; NUMAER TYPE • IOENT'. NO;~ OF' T£S_T 5.1,tt,,U::tL£~ l,Aic..EN; STAuCT. CON .... ECT'ION~tWELOS-...AOE rt T. 19(?LTS TORQUE.Cl CHECKE0 D; ETC. , ....... CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL Of THE ABOVE REPORTED WORIC. UNLESS OTHERWISE ~OTEO, I HAVE FOUND THIS WORK TO COMPl Y WITH THE APPROVED PLANS, SPECIFICATIONS. ANO APPLICA9LE SECTIONS OF THE GOVERNING BUILDING LAWS. . ? ,,-y'2 4-· ' ,.., C ,>J,~o-·.,._cr :-I, f .( ':" ,:: R } r 0 A ' ' I I ! ! I 1 l .. PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ' ___ ,. 7895 convoy court, san d1ego, cailforn1a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Marbella JOB.----------------------'--------------------------- ADORESS _____ Z4_2_5_L_a_C_o_s_ta_A_v_e_n_u_e _______ PHONE ______________ _ OWNER _____ L_a_C_o_s_t_a_de_M_a_r_b_e_l_l_a __________ CONTRACTOR __ O_ls_o_n_D_e_v_e_lo_p_m_e_n_t __ _ CU ENT ______ D_i_t_tm_a_n-'-M_a_s_o_n_r_y _________ ENGi NEER --------------''-- ARCHITECT --,,----,-.,...· s_a_m_u_e_l_W_as_h_t _________ _ BLDG. ·AUTH. ____________ _ INSPECTOR ____ B_r_u_nn _________________ PERMIT NO. -73-:922 PLAN FILE ____ _ FIELD SAMPLE .OF: ' Mortar LOCATION OF SPECIMEN Retaining wall between building IN JOB OR STRUCTURE: upper & lower levels, walls in MIX NO. ---------'---------------'-_MADE BY ____ B_r_u_nn ________ _ PROPORTIONS ____ l_/4_e ____ ----~----SLUMP _________________ _ ADMIXTURE----,---------~--------· DATE MADE ___ A_p_r_i _l _2_3_,_l_9_7_5 ___ _ TYPE OF CEMENT ___________________ DATE RECEIVED __ A_p_r_i1_2_5_,_l9_7_5 ____ _ CONC. SUPPLIER ------------'------SOURCE OF ROCK ____________ _ TICKET NO. __________________ _ INSPECTOR SIGN __ B_r_u_nn ________ _ LABORATORY TEST DATA A.GE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14512 14513 14514 DATE TESTEO 4-:-30_-75 5 5-21-75 Hold AREA -SO. IN. 3. 14 ULTIMATE LOAD -LBS. 11000 UNIT STRESS -PSI 3505 ·SPECIFIED STRENGTH AT 28 DAYS -PSI DiSTRIBUTION: Olson Development Company City of Carlsbad B"Idg. Inspection Dept. ~{!. :J !5-:2-· ?:;- d 1£1' (__ -· ~+r-· ENGINEER i• ! I . I ' PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 '-___ 4 7B95 convoy court, san d1ego, cai1forn1a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa De Marbella JOB __ .....,. ____________________________________ _ ADDRESS ____ 2_4_2_5_L_a_C_os_t_a_A __ v_e_n_u_e _______ PHONE ______________ _ OWNER _____ L ___ a_C_o_s_t_a_De_M_a_r_b_e_l_l _a ______ .,... CONTRACTO_R __ 0_l_s_o_n_D_e_ve~l o_p_m_e_n_t __ _ CLIENT ______ D_i t_t_m_a_n_M_a_s_o_n_ry _________ ENGINEER----------------- ARCHITECT ---'---·S_a_m_u_e_l _W_a~c_h_t _________ _ BLDG. AUTH. ------------- INSPECTOR ____ ._B_ru_n_n_, ____________ _ PERMIT NO.-73-922 PLAN FILE ____ _ FIELD SAMPLE OF: · Grout LOCATION OF SPECIMEN East wall of entrance, front 2 wal 11 IN JOB OR STRUCTURE: by street ent ranee pl us 50 1 of wa]ll between buildings MIX NO. ______ 8_4 __ 85 ___ 2 ____ ~ __________ MADE BY Brunn PROPORTIONS ___ 6_. _5_S_a_c_k--------,-------SLUMP _______________ _ ADMIXTURE ---~Po=z=z"--"'3 .... 0 .... 0-'--M_. B __ • _____ v __ . ..;..R'-'--.---,-------DATE MADE ______ A....,_p_r_i_1_23"-<-, _1...;..9...;..7-'--5 ___ _ TYPE OF CEMENT ________________ DATE RECEIVED April 25, 1975 CONC: SUPPLIER _____ Co __ n:..:........:R=o:;..:c=k;;__;:;C""""o=m-"--pa=n'-'-y<--__________ SOURCE OF ROCK __________ ____ TICKET NO. ___ ..L7....:.1¼.._79"'3"'8"---"7_,4.._7..e...9"""'39"------------INSPECTOR SIGN _B_r_u_n_n _______ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14515 14516 14517 DATE.TESTED 4-30-75 5-21-75 Hold AREA"'"" SO. IN. 9.00 ULTIMATE LOAD -LBS. 26500 ' 2940 UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI DISTRIBUTION: Olson Development Company City of Carlsbad Bldg Jnspection Dept. l l J. i . l J. i .. PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 __ ...,. 7895 convo.y court, san ·d1ego, cai1fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 JOB la Costa de Marbe 1 la . ADDRESS 2425 la Costa Ave • --------------"--'------PHONE ______________ _ . OWNER La Costa de Marbe 1 la __________ __,_ _________ CONTRACTOR __ o_1_s_o_n_D_e_v_e_l_o_pm_e_n_t ___ _ CLIENT · Dittman Masonry ----------------------ENGINEER _____________ _ ARCHITECT __________________ BLDG. AUTl-:f. ------------Samuel Wacht . INSPECTOR Brunn ------------------PERMIT-NO. -73-222 -. PLAN' F!-LE' ___ _ FIELD SAMPLE OF:. Grout LOCATION OF SPECIMEN Wal 1 Around paving area, patio area IN JOB OR STRUCTURE: Co 1 umns and wa 11 between bu i ld-ings MIX NO. W 6.5 .3P ___________________ MADEBY ___ B_r_u_n_n _____ ~--- PROPORTIONS 6 1/2 __________________ SLUMP _____________ -'--_ ADMIXTURE Pozz 22 ----------------------DATE MADE __ A....:.p_r_i_1_25_,;...._1_9_7_5 ____ _ TYPE ·oF CEMENT ______ .;..._ ___ .....__.__ ___ DATE RECEIVED April 28, .1975 CONC. SUPPLIER Wiley __ __._ _____________ SOURCE OF ROCK __________ _ · TICKET NO. ___ 7_6-'85"""9---",--'-76_;;,7_9,;;...3 _____ __,; __ _ INSPECTOR SIGN Brunn ------------ LABORATORY TEST DAT A AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14533 14534 14535 - DATE TESTED 5-2-75 5-23-75 Hold -...A REA -SO. IN. 9.00 l} -ULTIMATE LOAD -LBS. -18500 // ~ UNIT STRESS -PSI 2060 (ffv_ -t-··. ·--SPECtplED--STRENGTH - AT 28 DAYS -PSI 2000 · IST-HfBl:fFION: Olson ·oeve·lopment Company --· ~ -. "~· -------.. .. RECEIVED •" ~· ... -City of Carlsbad ........ . , MAY ·6 1975 CITY OF CARLSBAD /AA /L~ Building Department ENGINEER ---/ .. ·, ~-"' ,. ' I 1 i I f - .' I I l . I I· l j l j PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ____ ....,. 7895 convoy court, san d1ego, cai1forn1a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Marbella-JOB ______________ --~-----'--------,----------- ADDRESS ____ 2_4_25_L_a_C_o_s_ta-A_v_e_n_u_e __ '------PHONE ______________ _ .OWNER ______ L_a_C_o_s_t_a_d_e_M_a_r_b_e_l _la _________ CONTRACTOR __ 0_l_s_o_n ________ _ CLIENT Dittman Masonry ENGINEER ARCHITECT Wacht BLDG. AUTH. INSPECTOR Brunn PERMIT NO. 73-922 PLAN FILE FIELD Mortar LOCATION OF SPECIMEN Wa 11 for parking area SAMPLE OF:, IN JOB OR STRUCTURE: MIX NO. MADE BY Brunn ·PROPORTIONS 1 1/4 3 SLUMP ADMIXTURE DATE MADE Apri 1 25, 1975 TYPE OF CEMENT DATE RECEIVED Apri 1 28, 1975 CONC. SUPPLIER SOURCE OF ROCK TICKET NO, INSPECTOR SIGN Brunn LABORATORY TEST DATA - AGE TESTED DAYS 7DAVS .DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14530 14531 14532 DATE TESTED 5-2.,.75 5-23-75 Hold -AREA -SO. IN. 3. 14 /) 'UtTtMATE LOAD -LBS. 8300 .li UNIT STRESS -PSI 2645 (IC/' I . SPECIFIED STRENGTH f AT 28 DAYS PSI 2000 ---·---_--;, 1S-Titt BtJ'flON: · · -o 1 son· Deve 1 opmen t Company City of Carlsbad Bldg. Inspection Dept. RECEIVED MAY 6 1975 CITY OF CARLSBAD ddf/i~~- Building Department. ENGINEER ---,;' -~ -~ ~--s; ' ., ' ! I I I i 1 I ! I I j 1 I .. PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ' '' ---4 7B95 convoy court, san d1ego, cai1fornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Marbella JOB ______________________________________ _ . -ADDRESS ___ ,_2_4_2_5_L_a_C_o_s_t_a_Av_e_n_u_e _______ PHONE ______________ _ . OWNER _____ L_a_C_os_t_a_D_e_M_a_rb_e_l_l_a _________ CONTRACTOR __ o_l s_o_n_D_e_ve_l_o_p_m_e_n_t ___ _ ·CLIENT _____ D_i t_t_m_a __ n_M_a_s_o_n_r_y _____ ~---ENGINEER-------------- ARCHITECT Samuel Wacht --------,----------,-------'--BLDG. AUTH. ----------------- .. INSPECTOR ____ B-_r_un_n ____________ _ PERMiT NO. 7J~·92-2 PLAN FILE _______ _ FIELD SAMPLE OF:, Grout LOCATION OF SPECIMEN Wal ls around gererator pad, patio IN JOB OR STRUCTURE: area co 1 umns. and wa 11 between 84852 Brunn MIX· NO. _________________________ MADE BY _____________ _ PROPORTIONS ___ 6_. _S_S_a_c_k _______________ SLUMP ______________ _ - ADMIXTURE ___ P_o_z_z_3_0_0_M ___ ·M_. _B_. v_._R_._3_0_. 8_8--"--------DATE MADE __ A_;_p_r_i 1_2_4_, _1_9_7_5 ____ _ TYPE OF CEMENT ___________________ DATE RECEIVED April Z5, l975 CONC. SUPPLIER __ C_o __ n_ro_c_k ____________ SOURCE OF ROCK __________ _ 1::ICKET NO. ___ 9_6_79_1_9 __________ --INSPECTOR SIGN _B_r_u_nn ________ __;._ .. LABORATORY TEST DAT A AGE TEST.ED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14521 14522 14523 --· ..... . ·--. -5-1-75 5-22-75 Hold . DATE TESTED . AREA -SO. IN. 9.00 u -ULTIMATE LOAD -LBS. 26000 j V UNIT STRESS -PSI 2890 (~, -,-----SPEefflE0 STRENGTH AT 28 DAYS PSI 2QQQ DISTRIBUTION: Olson Development City of Carlsbad RECEIVED MAY 6 1975 CITY OF CARLSBAD Building Depa,tment ~/~~ ENGINEER ~/" .. ffi"" ..... ,., ' I I i ' i (1 I 1 l PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ' __ __. 7895 convoy court, san d1ego, cailfornia 921111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 · JOB-·-la · OWNER L C a D M b 11 osta e ar e a CONTRACTOR Ols D elop ent en ev m . CLIENT Dittman Masonry ENGINEER ARCHITECT Sanuel Wacht BLDG. AUTH. !NSP.ECTOR Brunn PERMIT NO. 73-922 PLAN FILE FIELD Mortar · LOCATION OF SPECIMEN East Wall at Entrance, 2 front SAMPLE OF: IN JOB OR STRUCTURE: walls street-entrance MIX NO. MADE BY Brunn PROPORTIONS 1 1/4 3 SLUMP - ADMIXTUR.E DATE MADE Apri 1 21 ,. 1975 " TYPE OF CEMENT DATE RECEIVED Apri 1 23, 1975 ·~ CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Brunn LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 14479 14480 14481 DATE TESTED 4-28-75 5-19-75 Hold AREA -SQ. IN. 3. 14 ~-14 ULTIMATE LOAD LBS. 9900 ~ ,-=--"_;r.,q~qn'Q-:::::; - ~ ~~~P.///_ ---) UNIT STRESS -PSI 3150 SPECIFIED STRENGTH ,, "-------3'0{7(:)--AT 28 DAYS PS! - DISTRIBUTION: Olson Development ~-~ City of Carlsbad R.ECEIV·ED ,,c_ MAY 21 1975 CITY OF CARLSBAD ~d/4-J Building Department ENGINEER .:::::--- .. W?""'--, PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ___ 4 7B95 convoy court, san d1ego, caitfornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Ma§bella JOB_,---'-----=:;_;;;.:,.;:.~~~~~~-;;;;;:::::-------------------- ADDRESS~425 La Costa Avenue :::, PHONE ______________ _ La Costa de Marbella Olson Development OWNER _____________________ CONTRACTOR------------- CLIENT __ -,--___ D_i_t_tm_a_n_M_a_s_o_n_r_y-,---------ENGi NEER-------,---------- ARCHITECT ____ s_a_m_u_e_l_W_as_h_t _________ _ BLDG. ·AUTH. -------------,~- INSPECTOR I I Brunn PERMIT NO 73-922 PLAN F'LE FIELD Mortar LOCATION OF SPECIMEN Retaining wall between building SAMPLE OF: IN JOB OR STRUCTURE: upper. & lower levels, wa 11 s in MIX NO. MADE BY Brunn PROPORTIONS 1 1/4 e SLUMP . Apri 1 23, 1975 ADMIXTURE DATE MAOE ' TYPE OF CEMENT DATE RECEIVED Apri 1 25, 1975 CONC .. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Brunn LABORATORY TEST DATA AGE.TESTED DAYS 7·0AYS DAYS 28 DAYS DAYS SPECIMEf:fMARKINGS .. 14512 -· ------·--14513 14514 DATE TESTED 4-:-30.-75 5 5-21-75 Hold AREA -SQ. IN. 3. 14 3. 14 ULTIMATE LOAD -LBS. 11000 1,1900 -------·· r "'.:1,.0. UNIT STRESS -PSI 3505 ·4425 ~ SPECIFIED STRENGTH ........... _ AT 28 DAYS PSI LVVV DISTRIBUTION: Olson Development Company RECEIVED. City of Carlsbad Bldg. Inspection Dept. Ml\Y23 1975 CIT)' _OF CARLSBAD Bur~/~ -ENGINEER ~ . ! j [ ! 1 j PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ----t 7B95 convoy court, san drego, caiifornia 92111 INSPECTIONS • TE!:HING • ENGINEERING TEST REPORT JOB NO. 150_4. La Cost'a De Marbella JOB ____ -:==;;;::;;:::;;;;:;.=-;;;:;;;;;;;-=-==:::::====---------------:----- ADDRESS ~2425 La Costa Avenue .::::2 PHONE ______ ~-------- . OWNER ...,__ ____ L_a_C_o_s_t_a_D_e_M_a_r_b_e_l _1 a _______ CONTRACTOR __ 0_l_s_o_n_D_e_ve_l o_p_m_e_n_t __ _ . CLIENT ______ D_i t_t_m_a_n_M_a_s_o_n_ry _________ ENGINEER-------------- ARCHITECT ____ s_a_m_u_e_l _W_a_c_h_t _________ ______ BLDG. AUTH. ------.,...-------- INSPECTOR ------'B_ru_n_n ______________ PERMIT NO. ?3-922 PLAN FILE ____ _ FIELD SAMPLE OF: Grout LOCATION OF SPECIMEN East wall of entrance, front 2 wal II IN JOB OR STRUCTURE: by street ent ranee pl us 50 I of wa] 11 between buildings MIX NO. _____ 8_4_8 ___ 5_2-_____________ MADE BY ____ B_ru_r_rn ________ _ PROPORTIONS __ __.c.,6..;;... 5.:..·....;Sc...;a;;..;cc.;,k.;.._ __________ ~SLUMP ----------------1 ADMIXTURE Pozz 30 0 M. . . B V R . DATE MADE 1pri ' A 'l 23 1975 ' TYPE OF CEME0NT DATE RECEIVED Apri 1 25, 1975 CONC. SUPPLIER Con Rock Company SOURCE OF ROCK TICKET NO. 747938 Z4Z939 INSPECTOR StGN Brunn LABORATORY TEST DATA - --AGE TEStEO -DAYS 7 DAYS DAYS 28 DAYS DAYS ' · 14515 14516 14517 ·-sf>EetM-eN-MAR K'I NGS .. . . . . . -DATE TESTED 4-:-30-75 5-21-75 Hold AREA-.SO. IN. 9.00 9.00 ULTIMATE LOAD -LBS. 26500 32000 UNIT STRESS -PSI 2940 .----,.-· ~ ~c?z.::. 3560 -~ SPECIFIED STRENGTH C ~ AT 28DAYS PSI .. 2000 .,,_ . - -msTRIBUTION: Olson Development Company RECEIVED . City of Carlsbad Bldg Inspection Dept. MAY 2 3 ·JA7$ ~It- CITY OF CARLSBAD Building Department .. t _______ _ ~£/!.j N NEER / ·-. . t:!'~'~ ... ' .; j f PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 ___ .,. 7B85 convoy court, san d1ego, cailfornia 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Marbella JOB _____ -=--:..~~-:.,~-:,.-:.,~-;.-;.-:,.-;:_-;.-:_-:_-:_-:_-:_-=-.. ---'---------------------- ADDRESS ~5 ½ Co~: Avenue .?) OWNER { --------ra Co:;:;:acl;:;arbelJa PHONE ______________ _ CONTRACTOR __ o_l_s_o_n ________ _ CLIENT ----------------------ENGINEER--------------Dittman Masonry ARCHITECT Wacht --------------------~-------BLDG. AUTH. ____________ _ INSPECTOR Brunn ------------------PERMIT NO. ?3-922 PLAN FILE ____ _ FIELD SAMPLE OF: Mortar LOCATION OF SPECIMEN Wal 1 for parking area IN JOB OR STRUCTURE: MIX NO. _______________________ MADEBY ____ B_ru_n_n ________ _ PROPORTIONS 1 1/4 3 -------------------"--SLUMP ______________ ,_._ ADMIXTURE -------------------DATE MADE __ A_p_r_i_1_2_5_,_, _19_7_5 __ --,-___ TYPE OF CEMENT ----------------DATE RECEIVED April 28, 1975 CONC. SUPPLIER --------~--------SOURCE OF ROCK TICKET NO. INSPECTOR SIGN _B _ru_n_n ________ ----1 LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS . 14530 14531 14532 .DATE TESTED 5-2-75 5-23-75 Hold AREA -SO. IN. 3. 14 ~ 1 Li. ULTIMATE LOAD -LBS. 8300 1~1nn_' UNIT STRESS -PSI 2645 V ~4170~) SPECIFIED STRl;NGTH '-') f"lf"I AT 28 DAYS PSI DISTRIBUTION: Olson Development Company City of Carlsbad Bldg. Inspection Dept. RECEIVED MAY 2 8 1975 CITY OF CARLSBA~N~'if ~ J. Bull~ln~ Department '.; ; I 1 1 PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 __ _,. 7B95 convoy court, san d1ego, cailforn1a 92111 INSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Costa de Marbella JOB _____ ---::::::;;;;;;;;;.;.;;;;;;_.. ________ ;:----------------------- PHONE ______________ _ ~ :5 . ADDRESS <:3:25 La Costa Ave. ~ . OWNER. ( La Costa de Marbella CONTRACTOR __ o_l_s_o_n_D_e_v_e_l_o_pm_e_n_t ___ _ CLIENT __ ---'-_·_D_i_t_t_m_an_M_a_s_o_n_ry __________ ENGINEER -------------- ARCHITECT _______ s_am_u_e_l_W_a_ch_t __________ _ BLDG. AUTH. -------,----'---- INSPECTOR ___ B_r_u_n_n _____________ PERMIT NO. 73-222 PLAN FILE ___ _ FIELD SAMPLE OF: MIX NO. PROPORTIONS Grout w 6.5 • 3P 6 1/2 ADMIXTURE Pozz 22 TYPE OF CEMENT --coNC. _SUPPLIER Wiley TICKET·NO. 76859, 76793 .. AGE TESTED DAYS SPECIMEN MARKiNGS DATE TESTED AREA""'" SO. IN. ULTIMATE LOAD.-LBS. UNIT STRESS -PSI SPECIFIED STRENGTH AT 28 DAYS PSI .,. DISTRIBUTION: Olson Development City of Carlsbad LOCATION OF SPECIMEN Wall Around paving area, patio area1 IN JOB OR STRUCTURE: Columns and wa 11 between buildings MADE BY Brunn SLUMP DATE MADE April 25, 1975 DATE RECEIVED Apri 1 28, 1975 SOURCE OF ROCK INSPECTOR SIGN Brunn LABORATORY TEST DATA 7 DAYS DAYS 28 DAYS . DAYS 14533 14534 ·14535 5-2-75 5-23-75 . Hold 9.00 9.00 18500 2700d 2060 r'~ 3000 ~/(A. '-, '--.....,,,, ------ Company. RECEIVED MAY 2 8 1975 ' ,1~Lt //~k . CITY OF CARLSBAD Bufldln3 Bei,artment ENGINEER / ---' ---~--... ----... ----~-----~- .( .r:· '-. ( C «~CElIVED PROFESSIONAL REGISTERED INSPECTIONS, INC. JUL 2 B 1$74 INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 CIT.Y _OF CARf.~,&Y,·ossa · Bwldmg ·Department· . . JOB NO.. 1504 2425 la Costa Ave ADDRESS-------~;:;;;;;~~~~~:.:,.:;.;;;..~~===--~---:--~-PHONE ___ .,--.__ _____ _ D OWNER ______ D_._E_. _)_1. _D_e_v_e_l_o-'-p_e_r_s_--'--_ 0 CONTRACTOR OJ son Dev. O cue N r _,,.. _____ o_t_s_o_n_Co_n_s_t_r_. _____ _ OENGINEER Paul Y. -Koshi ·o ARCHITECT ____ S_a_m_u_e_l_W_a_c_h_t_--'----D BLDG. AUTH. .. Carlsbad . D INSPECTOR ___ ~M_e_r_l_e_J_o....;n_;.e_s _____ _ PERMIT NO. 73-929 PLAN FILE# _____ _ FIELO'SAMPLE OF: Grout LOCATION OF SPECIMEN East Sect. Center retaining wall . IN JOB OR STRUCTURE MIX NO PR 903 SPECIMEN MADE BY: Merle Jones .. ··.· PR0P0R T 10 NS. · 6. 5 sk SLUMP ADMIXTURE Pozz 300 6/26/74 DATE MADE TYPE OF. CEMENT Riverside II DATE RECEIVED AT LAB. 7/1 /74. CONG. SUPPLIER Pre-Mix SOURCE OF ROCK TICKET NO. ' INSPECTOR SIGN. ·Merle Jones LABORATORY TEST DATA AGE TESTED I DAYS 7· I DAYS t DAYS 28 I DAYS I DAYS SPECIMEN MARKINGS •. 11370 11371 11372 -· DATE·TESTED 7/3/74 7/24/74 Hold AREA-SQ IN. 9.00 9.00 UL Tl MATE LOAD-LBS. 22600 ·--.,~ ' 'f /IA w )~ ' 17'. UNIT STRESS-PSI. 2510 3500 SPECIFIED STRENGTH I .. 'j · _ 200~ r AT 28 DAYS SPECIAL INFORMATION: .. ADDITIONAL DISTRIBUTION: :~PEcr,u,, v sf ?JU ~t . ENGINEEFl - I 1 -. - ( ( PROFESSIONAL REGISTERED iNSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 189S CONVOY COURT. SAN OIEGO. CA 92111 RE_ CE IV FJf)s2-assa Ti:ST REPORT -COP'IES TO: 0 de Marbella J B-----"".'Allflll"---------,-------:---""'llr-----..,..._.,--......,.~~-wr.-'fdl''\ftil--a~"lf::;jr.----J3Ulfdfng· Department"" · _____ .::;.._ _____ Co_s_t~a_A_v_e_n_u_e __ ~~.._ ______ _,_._,__PHONE · · D CON TRACTOR.......;_D_i_t_t_m_a_n_n _________ _ . D CL,IENT -------------------DE ~GI NEER·_........,_K_o_s_h_._1 __________ _ [:] ARGH I TEC T _ _,W"'"'a~c=h ... t,__ ___ __,.. ______ __,. D BLDG AU TH __ c"""a_r_l s_b_a_d ____ -_____ _ D 1NSPECTOR __ D~u_·e_·1_T_h_o_m_a_s ________ _ PERMIT NO 73-919 · PLAN Fll,E tt _____ _ FIELO-SAMPLf; OF: Mortar ' LOCATION OF SPECIMEN IN JOB OR STRUCTURE East corner retaining wall, Bldg. F ·MIXNO ----------------,--- SPECIMEN MADI: BY. __ T_h_o_m_a_s ________ _ . PROPOR T 10 NS ___ l _: _l /_4_: 3---------..---SLUMP-·-------------~---- AOMI X TUAE ________________ _ 8/29/74 DA TE MADE------------.,..,------- Riverside 11 TYPE OF CEMENT ______________ _ 8/30/74 DATE RECEIVED AT LAB------------'-- Sorrento CONC SUPPLIER _______________ . SOURCE OF R09K------------~--- Duel Thomas . TICKET NO ·-----------.....------. INSPE9TOR SIGN.--------------,--,-.,...,... LAl;IORATORY TEST DATA AGE TESTED I DAYS 7 I DA Y.S I DAYS 28 I DAYS · 1 DAYS SPECIMEN MARKINGS 11826 11827 11828 DA TE TESTED 9/5/74 9/26/74 HOLD AR.EA-SQ IN · 3.'14 ULTIMATE LOAD-LBS 11400 --. UNIT STRESS-PSI ., ~30. ·). ~-----==-.: --SPECIFIED STRENGTH :.. '" 2000 AT 28 DAYS '. SPECIAL INFORMATION ------------;----'---------------------- ADDI rtONAL DIS TAIBUTiON . ::JJ"2~ , . · _ Yj*iGINEEA / \.:_ ·q( ( PROFESSIONAL REGISTERED INSPECTIONS. ING. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY i;:QURT, SAN DIEGO, CA 92111 [714) 292-0660 JOB HO. 1504 2425 La Costa Avenue ADDRE$S-~iii5~;;;;;~;;;;;;;;;~~~~--11!!!:~~~------~-PHONE _ _.,... ________ _ O OWN ER --....,... ___ D ___ • _E_. _M_ • .:..,-___ o ___ ~ __ v ___ e_l_o_p_e_r_s....,._-_-_ D cu ENT _____ -_0...,.1 _so_n_c .... ·o_n_s_t_r_.-_____ ..,.. D CONTRACTOR · OJ son Dev. · · I ----------------'-,/- 0 ENGi NEER ________ P_a_u_l_Y_._~_o_s_h_i ____ _ · D ARC HI TEC T ____ ._S_a_m_u_e.:....1 ....... Wa_c_h_t ________ _ .o BLOG. AUTH. _-· ____ C_a_r __ ·J_s_b ___ a_d ______ _ D INSPECTOR_-__ M_e_r_J_e_J_o_n_e_s ________ _ PERMIT NO. 23-929 PLAN FILE# _____ _ FIELD' SAMPLE OF:. Grout LOCATION OF SPECfMEN· East Sect._ Center retaining wal 1 IN JOB OR STRUCTURE'. MIXNO. PR. 903 Merle Jones $PEG_) MEN MADE BY_:---------------'--'--'- 6;5 sk PROPORTIONS .. S LUMP------'-----------'--------- ADMIXTURE PQZZ 300 OAt.E MADE _____ 6_/ ___ Z_-6_/_]4_· ____ _,_ __ TYPE OF CEMENT Riverside fl DA re RECEIVED AT LAB. _7_1_·1_1_7_4 ___ --,. ___ _ Pre-Mix CONC. SUPPLIER SOURCE OF ROCK ____ -________ _ TICKET NO. Merle Jones JNSPEC TOR SIGN.-------------- LABORATORY TEST DATA AGE TESTED I DA.VS r I DA~S_ DAYS 28 DAYS I DAYS . SPEGIMEN 11370 C 11371 11372 MARKINGS - -- t;)ATE:TESTEO 7/3/74 7/24/74 Hold -- AREA-SQ IN. 9 .. 00 ··--.. . -, ., .. ULTIMATE; LO>.\·[J-l8$. 22900 , .--------... : ~ UNJ.t S:r.RESS-PSL ~ -25JO -•' -----. . . . SP-EGIFIED STRENGTH ,. ---'""0 .1VED 2000 AT28 DAYS ' .. .. JUL 1 Cl 1974 SPEC.IA L l N!;QR MA TIO-N: -------.:...-'-------'------,------'-..,..,------------,------- · AODITI_ONAL [)ISTRIBIHION: Cl.TY ·OF-· · -- Bui/ding &i~~i~~D. ::$PECTFµLLY 77)7:JJrr-c/ . . . ENGIN'EER ( C t \_ ·C ·C .. PROFESSIONAL REGISTEREO INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO. CA 92111 (714) 292-0660 TEST REPORT -CO,tES TO: JOS NO. 1504 . , ADDA ESS'"°'-:==:::::24::2:5:::t=a=·=c==o==s;;ta~A-v:,;e~n:.;u.;e~~~~-----PHONE __________________ _ D OWNER ______ O_l_s_o_n _____ D __ ~_v-._co ..... _. _· ,....... ___ · 0 c0NTR"CTOR Ni ntei:nan_n Cons tr. D CLIENT _______________ ,_,---"----'--'---.-0 ENGINEER ___ . __ P_a_u_l_Y_._Ko_s_h_·i _______ _ D ARCH I Tl;:C T ,--_____ Sa_m_u_e_l_W_a_c_h_t ______ ___ D BLOG. AUTH. __ C..,;.a...;.r..,;.l_s.,...b_a_d __________ _ 01NSPECTOR ____ ~-~M=e~l~v~i~n_·~Fa=g~o~t,,__ __ "----PERMIT NO 73-914 p LAN Fl LE # _1_0_2 ___ _ FIELD'S.AMPLE OF: Concrete L0C.ATi0N OF SPECIME.N . IN JOB OR STRUCTURE Bldgs. J & S • Sample ABC@ N. W. Caisson Bldg. ns11 @ F5. M I x NO _______ P_r_e_m_i x_-_1_6-5-9_._3_oo_o_P_s_1__.. 6 sk PR0f='.0RT 10 NS-------------------- Pozz .ADMtX TURE ----------,-------..:...- Riverside II TYPE OF CEMENT ___________ ....,.. __ Premix CONG SUPPLIER---------------- TIC I:< ET NO. ---------.S_o_4_2_3___.__'---__________ _ Melvin Fagot $P EC IM EN MADE BY: ---------------.-'-- 4.11 SLUMP------------------- 6/ 5/74 DATE MADE_-__________________ ...__ DA TE RECE,IV ED AT LAB_G_/_]_/_7_'*~--'-------- P remix SOURCE OF ROG K ____________ __,_ Me1vin Fagot INSP.ECT0R SIGN. _____________ ~ LABORATORY TEST DATA AGE TESTED . I DAYS 7. I DAYS I DAYS 28 I DAYS · I DAYS .SPECIMEN MARKINGS 11101 11102 11 J 03 DATE TESTED 6/10/74 7/3/74 Hold AREA-SQ IN' 28{28 28.28 -.]20_00 UL Tl MATE LOAD-LBS ·110500 . .. .... 2550 •,•e, .. , -. ~ UNIT STRESS-PSI. ~ 3910 (ttJ SPECIFIED J';f1=!:t;C E [VED. 2500 A T28 DAYS · - . '" . . JUL 1 · SPECIAL INFORMATION._· _0 __ '--'19_,7~'--------'------------~-------------'-'-- ADDJ TIONAi9JlYR,9f'T1C~RlSBAO . . Ulldmg Department ::SPECTFU'f/JZJ;J ENGINEER ( / 7895 ConuoY Court PROfESSJONAL REGJSJEREO. JNSPE.CJIONS, INC. 1504 San Olelo. c~~~:;~~t~660 -------------------------. l FOJlt w££tc. E'NOING ON INSPECTOIIIS WEEKLY IEPOIT NO. 28 Jnh@ COVERING WORK PERFORMED WHICH RE-QUIRED ,APPROVAL BY 0 Rf 1"-IFORCED CONCRETE 0 PRE. STRESSfD CONCRETf; (] REIN,ORCEO MASONRY D STRt•CT. ~H Fl AS<;fVAl ~ o 0 RE INFORCfD'r,~P~,"'-' 0 0 PILE r.R IV I !'ff, GLUE • L A'-1 > MIR I-CAT I CN -J/ OTHER ' ·:~ THF «>~r • •·"~o "'F C ... :-:--"'E~425' La Costa Avenue 73-929 o"~f~R PRC·•c;r ,.. ..... £ ARCMITEC T Carlsbad, C~lifornia Samue 1 Wacht '' ,:-,~~ 'R --~~~-c~·;;e~~~~~C-•1 OE;G_~~T~E~CT~ f 50.URCE OR .. ~GR. ENGINE EA" Paul Kosh.i :'ESCR·e.£ UAT·r.. .:,..,,.. OEs•G...., R£.l9A,flt C.JIIA::>E & .... l='CR 'lfEL.O•RO~ ETC I CEN£R AL ·co .... 'l RAC TO~ GrotJt PR-903 1--~0~l-=-s9n Develop~.~e~n~t=-,--------------t CON TR. oc·...,c; REPORT f_ O WORI( -INS'P'N. DATE I i Dittman Mason-rv· "-".e. RECEtViNC., &, TE.STING c'::>Ns·T~. MAT·-~-SAMPL.E.5 Profess ion::. 1 Don i c:t-i::>r-Prl tn-c:n,::,.rt-rnnc: LOCATION,S OF wORK INSPECTED. TEST SAMPLES. TAKEN. WORK REJECTED. JOB PROBLFMS. PROGRESS. REMARKS, ETC. lNC;.....,i0£-5 INs:."'ORY4TION ABOUT' -A"40U"'4TS OFYATEFIIA.L PLACEO OR ~OR.,-~fRJ:ORMEC"1i N\J),,AA£A TYPE' fa 10£N1'. NO•'!. :,~ TEST' 54u,:::r,-... E'S 'T A)lt. E,...: STRUC'T CON"'-IECTIO"lS l'l'f.ELOS MACE rt T, -BOL. T~ TOR:QtJE 01 CHECi< EDj E' TC. t-~---.. -. ..1 -1~~;,..'.; ;..-F '.;,..,....,.,_ ~~.c,-1--e--+;,..,.. -"f r--+-o.---+--."n1n--,.,,,, 11 I - I ( "-. i 'r,. ,--,------+-----------'----------,--------___,.,, ___ ,__....,1...~--.---:--------------,,---} I ' ! i I I l i i ' i j I ! I ,J ' ! I CERTIFICA. TiON OF COMPLIANCE hE.:EBY-(ExitFY THAT I HAVE INSPE<:TED All OF lHi: ABOVE REPORTED ..-C)R!( UNlESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPl Y-WITH THE APf'ROVED· PlANS, SPECIFICATIONS, AND APeUCABLE · 5~Gi-iONS or THf GOVERNING BUILDING LAWS. -ll -f:/' ('1 ~ : . -4.:,/ , 1-/. )" .... .,. -· ---L f ~'J} JU{:?. .• ;.._ ( -( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN QIEGO, CA 92111 -' ' .. JOB __ -_______ -#------"'-~d_e_M~a~r~b~e~l~l~a----~--;,-------------------- . ADDRESS 2425 La Cos.ta Av~nue, PHONE __________ _ 0 OWNER _.:..:.[:::::::::::1h:=!~~~~~~~:I1nrrc~. ~oJ· :coNTRA~TOR 01 son Constructors D ENGINEER Paul Koshi & Assoc-. ·o ARCHITECT --------------'----,--Samuel Wacht D BLOG: AUTH. ' Carlsbad ________ _ --0 INSPECTOR ____ K_. e_n_H.....,u_m ___ p_h_r_e-'-y ______ . PER Mi T NO. 73-915 PLAN Fl LE # ---'------ . FIELD' SAMPLE OF: Mortar LOCATION OF SPECIMEN Retaining wa·11 down· slopea-t street IN JOB OR STRUCTURE ·Mf X Nb ---------------,---------- Ken Humphrey SPECIMEN MADE BY:------------- Ty~e-S PAOPORTIO NS--~-------------SLUMP ____________ ..._ ________ _ AD Ml X TURE ------------,-'----- 6/13/74 DATE MADE---------------- -TYPE OF CEMENT _____________ ___ Portland 6/14/74 DATE.RECEIVED AT LAB. ___________ _ CONC. SUPPLIER--------------- Ken Humphrey SOURCE. OF ROCK _____________ _ TICKET NO ----------------'-----INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I D~YS. l DAYS SPECIMEJ'I MARKINGS 11252 11253 J 1254 DATE TESTED .. 6/20/74 7/1 J /74 Hold . . AREA-SQ _IN J •. 14 J;; 14 ... . - ui. TIMATE LOAo...:...Lss. · , ... -6300. ... . ... -----V :, --· -~ (b~ ~' 2005 ' . -liJN IT STRESS-PS L --2420 ... -. ,• -··--.. .. .. '• . -( ,, s:PECIFIED STRENqTH .. _,._(¢ AT28 DAYS . -~ ._2..0'." . ·SPECIA_L_ INFOR-MATIO N: ----,--~-,-----,-------'--------------,-,-.----,-.......__--------- A'D'D.ITIONAL OISTRIBUT!ON: ::SP ECTFUL LY SUB MIT "(?jj(i)~----'--'-...,..,-- . ENGlNEER . I 1 ( ( c ·c PROFESSIONAL REGISTEREO INSPECTIONS, INC. MAY 2 0 1974 INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COUFff. SAN DIEGO. CA 92111 CITY OF CARL'S~~2-osso Building Deci-;r:r; ,:;~:-ri TEST REPORT .:. co,ies TO: JO!II NO. · t 504 La Costa de Marbella JOB_~-----::::;::::---======---:----===:;;;;:==:::::=:-----~-------- 2425 La Costa Ave., Carlsbad 436-2723 ADDRESS PHONE . -~~~==============::::::::==~-Olson De~. Co. 0 OWNE,R --'------------------- 0 CLIENT--------------'------ II II 0 AACHITECT ____ -'-----~------'---Samuel Wacht Melvin Fagot· D CONTRACTOR D ENGINEER D BLDG. AUTH 73-9 Dittman Masonry Paul Y. Koshi Carlsbad 0 INSPECTOR ________ _.;;'-------PERMIT NO. PLAN FILE# 102 ------------ FIE-LO' SAMPLE OF:. _Mortar ABC LOCATION OF SPECIMEN IN JOB OR STRUCTURE Retaining wall P to R 1st. Lift Ml X NO·.--~---------'---------Melvin Fagot SPECIMEN MADE BY-------~----- PROPORT IONS _____ l_9_7_Q_T_y_p_e_S _____ _ SL-UMP _________________ _ ADM! X TURE _______________ _ DATEMADE-'-____ M_ay_7_,l_9_7_4 ______ _ Riverside II TYPE OF CEMENT ________ ,_----~ DATE RECEIVED AT LAB. _5_/_8_/_]_4 ___________ _ Conrock CO NC, SUPPLIEf:I ______________ __ SOURCE OF "R'O'Ci< sand Sorrento TICKET NO. ________________ _ I NSP EC TOR SIGN. ___ M_e_l_v_i_n_Fa-'g"'-o_t _____ _ LABORATORY TEST DATA AGE TESTED SP-ECIMEN MARKINGS DATE TESTED AREA-SQ If\! ULTIMATE LOAD--LBS UNITS TRESS-PSI - SPECIFIED STRENGTH AT 28 DAYS I DAYS ( .. ~.1 DAYS' -----,_ 10605 ' , 1-.... --- 5/14/74 3. l 4 6100 1940 ~ I DAYS . 28 _ J=-~-A YS . [ DAYS C 10606 _;) D 10607 . 6/4/74. Hold 2000 SPECIAL IN FORMATION ----------~-'-~--'-~------------------ ADDITIONAL DISTRJBUTION. ::SPECTFULLYSUB~ ~R 0 """'""" /· ( ( ( C PROFESSJONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 1895 CONVOY COURT, SAN ,DIEGO, CA 92111 H''. (714} 292-0660 CITY OF CARL~BAQ Building Departmefir TEST REPORT -COPIES TO: JOB HO. 1 50"4 - la Costa de Marbel la 2425 La Costa Ave, _Carl s·bad 436-2723 ___ _J __ :,_;,;~~=::::::=::::::::::::::==::::::::=====---PHONE __________ _ ADDRESS DOWNER Dittman Masonry -----------------. D CONTRACTOR __ ,--___________ _ Olson Dev. Co. D CLIENT 0 ARCH.fTECT D INSPECTOR FIELD' SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE MIX NO PROPORTIONS ADM! X.TURE TYPE OF CEMENT CONG SUPPLIER TICKET NO. AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN UL Tl MATE LOAD-LBS UNITS TRESS-PSI - SPECIF:1ED STRENGTH AT 28 DAYS ' Paul Y. Koshi-. D ENGINEER _______________ _ II II Samuel Wacht Carl saad D BLDG. AUTH --------------~ Melvin Fagot PERMIT NO. 73-914 PLAN FILE# _l_0_2 ___ _ Grout Re ta i n wa 1 l R to S l s t • 1 i ft 84852 SPECIMEN MADE B·Y: Melvin Fagot 6.5 sk SLUMP 1011 + ·pozz 300+MBVR "DATE MADE 5/8/74 Col ton . DA TE RECEIVED AT LAB. 5/9/74 Con Rock SOURCE OF ROCK Con· Rock 9-98158 INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA I DAYS 7 I DAYS I· DAYS 28 I DAYS. I DAYS 10614 10615 l 0616 5/15/]L~ 6/5/74 Hold 9 .. 00 15500 1720 ~ I· 2000 SPECIAL 1-NFOAMA TIO N -------'--------------------------- ADDITIONAL OiSTRIBUTION. ( ( ( ( C RECEIVED PROFESSIONAL REGISTERED INSPECTIONS, INC. MAY 2 O· 1974 INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 CITY OF (7141_ 292-0660 .CARLSBAD Building Department TEST REPORT-co,,es TO: JOB NO.. 1504 La Costa de Marbella 2425 La Costa Ave., Carlsbad --t:;;;;~~~==;;::::=~=======::::::::::=-==-""----PHONE ___________ ,__ __ 436-2723 ADDRESS DOWNER -lson Dev. Co. Dittman Masonry D CONTRACTOR ______________ _ II II D CLIENT Pau 1 Y. Koshi D ENGINEER _______________ _ D ARCHITECT Samuel Wacht Carlsbad D BLDG AUTH ---------~----- D INSPECTOR Melvin Fagot PERMIT NO _7_3_-_9_14 ___ PLAN FILE# _l_0_2 ___ _ FIELD' SAMPLE OF: Mortar LOCATION OF SPECIMEN IN JOB OR STRUCTURE Retaining wal 1 M to N ,list. 1 ift Ml X NO ----'---------------- 1970 Type S PROPORTIONS-~-------------'-- ADMIXTURE _______________ _ Riverside 11 TYPE OF CEMENT _____________ _ Con ~ock CONC SUPPLIER--'-------------- TICKET NO·--------------~-- Melvin Fagot SPECIMEN MADE BY: ____________ _ SLUMP _________________ _ 5/8/74 DATE MADE---------------- 5/9/74 DATE RECEIVED AT LAB. ___________ _ sand Sorrento SOURCE OF~-------------- Me l v ih Fagot INSPECTOR SIGN. _____________ _ LABOf!ATORY TEST CATA - AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS SPECIMEN MARKINGS 10608 10609 t 061 O DATE TESTED 5/15/74 6/5/74 Hold AREA-SQ IN 3. 14 UL Tl MATE LOAD-LBS 6300· , UNIT STRESS-PSI ·r· 2005 ·---) SPECIFIED STRENGTH '-..:_ 2000 AT 28 DAYS SPECIAL IN FORMATION ~-----'----,-------------------------- ADPI TIONAL DISTRIBUTION ( C ( C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN OIEGQ, CA 92111 (7141 292-0660 / TEST REPORT-co,,es TO: JOI 11:!Cl 1504 08 La Costa de -Marbel la .J --,-------"----=:::;;;;;;;:;;;;;;;.;;;;;.;~;;;;;;;:=--------------~- ADDRESS _~c~-=~?-~E~~5 f;;;:;;::E;;;:;;os;;;;;;ta .;;;;;.;·A;~~;:::: __ :;;;;;;;;.~;13;;;;;;;:;;;;sb:;;;;;;;;D~~ PHONE 4 36-2723 O OWNER ______ 0_l_s_o'--n__,De_v_. _C_o_. __ --'---D ~o N TRACT.OR ____ K_i_t_t_m_a_n_t-_la_s_o_n_r_:y ___ _ 0 CLIENT ________ 11 __ 1_1 ______ _ D ENGINEEA _____ P_a_u_l_Y_._K_o_s_h_i ____ _ D ARC HIT EC T _____ S;...cac.;.m;.;.:u;;..:;e'-'1_\./""'"a-"c.c..;h..:ot ____ _ 0 8 LOG. AU TH _____ Ca_r_J s_b_a_d ______ _ D INSPECTOR ____ -'-'-Me="-lv"-'-'in__,___,F~a~g=o~t.__-'-__ _ PERMIT NO ~7_3_--9 ___ PLAN FILE# _ __,__} =02==---- FIEL!'.SAMPLE OFC l:OCATION OF SPECIMEN IN JOB OB STRUCTURE Samples DEF@ building G-W-End 2nd. 1 ift So. wall MIX NO PROPORTIONS ADMIXTURE TYPE OF CEMENT CONC SUPPLIER TICKET NO. AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN u·L Tl MATE LOAD-LBS lJNIT STRESS-PSI =---- SPECIFIED ST-RENGTH A T28 DAY~ 84852 6.5 sk Pozz 300+M~VR Col ton Con·;0Rock 0-46193 DAYS Me~vin Fagot SPECIMEN MADE BY·.--------~---- 1011+ SLUMP--------~~-------- 5/2/]q DATE MADE _______________ _ DATE RECEIVED AT LAB._'S._ /_3_0_/_7_4_-_-_____ _ CR Escondido SOURCE OF ROCK _____________ _ Melvin Fagot INSPECTOR SIGN.~--~---------- LABORATORY· TEST DATA 7 DAYS DAYS 28 DAYS DAYS 10548 10549 10550 5/9/74 5/30/74 Hal<,! 9.00 21100 2000 SPECIAL 1.NFORMA TIO N --------------------------------- ADD.JTIONAL DISTRIBUTION. CITY OF CARLSBAD . . Building DeP.artment. ::seEcTFuz.~ --- ( C ( C C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING. 7895 CONVOY COURT, SAN DIEGO, CA 921:11 (714) 292-0660 TEST REPORT -COf'IES TO: JOB NO. 1504 . JOB _____ ---:::;;;;;L;;.;a ..... c_o_s_t_a.....,de;..;;;;;;M ... a_r_b_e .... 1_1_a..;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;::::::=---------------'----- ADOR ESS ____ c;: ..... =-==;=;~=5=L=a="=~·o=s-=t=a=Av=~---· .""',..._~ ... ~a;a;:;r::;;~;=.5=b=a=d-=>===--PHONE _4_3_6-_2_7_2_3 _____ _ D ow N ER ______ Oc...:lc...:sc...:o-'-'n--'-0--'e-'-'v-'-. -'-Co----'-. ___ _ D co N TRAC TOR ____ 0_·_1 t=-t::.:..m.:...a-'-n'--M..;;:;a..c..s...:..o.:...n.:...ryL-----,-- 0 CLIENT __________ , __ • __ 11 ______ _ 0 ENGINEER _____ .:...P-=-a-=-u.:...l _Y.:....:.... c...:K.:.:o:..:s:..:..h:....:.i ____ _ D ARCHITECT ___ -___;;_Sa:::.:m.:c;u::;.;e::::..;1:-....:.W.:..:a.:..:c:.:..h:...:t'------D s LQG. AU TH -----=C-=a..:..r_,_1-=-s-=-ba=-d=-------- D 1NSPECTOR ____ -'-'M=e~l~v~in'-'--'F~a~g~o~t=-----P ERM IT NO. _,7c....3c.--_.9__:._ ___ PLAN FILE # _}~0~2~--- FIELD' SAMPLE OF: C LOCATION OF SPECIMEN IN JOB OR STRUCTURE Sample ABC@ building E -W. stairs 1970 Type S Melvin Fagot Ml X NO ---~--'----------'-------· SPECIMEN MADE 8'(: ____________ _ PROPOR T 10 NS-----------------'--- ADMIXTURE -----'~----------'------ Rive rs i de 11 · TYPE OF CEMENT __________ -'---- CONG SUPPLIER--------------- TIC KET NO. ________________ _ SLUMP _________________ _ DATEMADE ______ S_/_Z/_7_4 _______ _ DA TE RECEIVED AT LAB. ~-5_/_7_/_7_4 _______ _ SOURCEOF~€>£~--s~a~n~d___;;_So~r~r~e~n~t~O::__ _____ _ 1 NSP EC TOR s IG N. -----'-M:..:::ec..:..1..:..v..:..i.:..;.n__:__:F a:::.9:i:O::::...t,,___ ___ _ LABORATORY TEST DATA AGE TESTED I DAYS 7 r DAYS I DAYS 28 I DAYS l DAYS SPECIMEN MARKINGS 10536 10537 10538 DATE TESTED 519174 5/30/74 Hold : AREA-SQ IN 3. t 4 ULTIMATE LOAD-LBS 7500 ,____.. UNIT STRESS-PSI 2390 - SPECIFIED STRENGTH AT 28 DAYS RECEIVED 2000 SPECIAL INFORMATION -.c.--,~_M_l1_Y_,l_ . .,.....4-__ 1;..e!g!..!..7=4--~-----------~------- ADDITIONAL DISTRIBUTION. CITY ,OF CARLSB . , 8ufld111g _Depiiilrtme~.P ( ( ( ( ( PROFESSIONAL AEGISTERE:D INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292-0860 TEST REPORT -COPIES TO: JOB NO. 1504 la Costa de Marbella JOB ____ ~;_:_~_;;;;;;_:,:~~~~~~=~=~7'.:~~;:=====----~~~~-------C t.425 La Cos.ta Ave. CarLsbad : ~ 436-2723 ADDRESS ___ __,,..._ _____ ;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;iiiiiii;;;;;;;.;~.-;;;;;.;;;; •• ;;;;;;;;;;;;;;;.;;;;;~•·=·--_.,.,~pHQNE _________ _ D OWNER---'-------------'----- ' o· CLIENT ------------------- Olson Dev. Co. II II 0 ARCHITECT ---~------------Samuel Wacht D INSPECTOR _________ =-------Melvin fagot FIELD' SAMPLE OF: _Mortar ABC 0 CONTRACTOR Dittman Masonry D ENGINEER Paul Y. Koshi D BLDG AUTH Carlsbad PERMIT NO. 73-914-30 PLAN FILE# 102 LOCATION OF SPECIMEN IN JOB OR STRUCTURE Ret. wa 11 1st •. 1 if t L to M MIXNO -,------------------ 1970 type S PROPORT 10 NS-----------------,- ADMIX TUHE ----------------- Riverside II TYPE OF ·CEMENT_-,--____________ _ Con rock CONG SUPPLIER-----'------------ TICKET NO -------'------------ Me 1 v i n Fa got SPECIMEN MADE BY:·--'------------- SLUMP· _________________ _ 5/9/74 DATE MADE----------------- 5/14/74 DATE RECEIVED AT LAB. ___________ _ SOURCE oF ?1:or.:t<-sand Sorrento I NSPEC'TOR s IG N. ___ M_e_l_v_i_n_F_a=g_o_t _____ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKIN(,S DA TE TESTED AREA-SQ IN ULTIMATE LOAD-LBS UNIT STRESS- v==-- SPECIFIED STRENGTH AT 28 DAYS ADDITION·AL DISTRIBLH'ION DAYS 7 DAYS DAYS 28 DAYS . DAYS 10655 10656 10657 5/16/74 6/6/74· Hold 3 .14 7100 2000 ( ( ( '· C C PROFESSIONAL REGISTERED IN$PECTIDNS, INC. INSPECTIONS • TESTING • ENGINEERING . 7895 CONVOY COURT, SAN DIEGO, CA· 92111 (7141 292-0660 1~:'$T REPORT -COPIES TO: Joa NO. · 1504 La Costa De Marbella .JQB ____ -=:::::;;;;;;;;;.;;.-----........ ;;;;;;;;;;;:;;;;;;;~:::=-------------- 2431 & 2433 La Costa Ave • . ADDRESS_'-'--~=====~::;;;::~~~~~;;:===:~~:;;;;;;;;;;;;;;;..,,,;,=--. PHONE----------- 0 OWNER _-----~B_._E_· _. _M~._D_e_v_d_o_p_e_r __ D CONTRACTOR 01 sen Development D c LIEN T ~-------------~-----. 0 ENGINE ER __ Pa_u_l-R_;a_s_h_i _________ _ D ARCHITECT --~-_S_a_m_u_a_l_W_a-'-c_h_t _-,--__ _ D BLDG. AUTH City Of Carlsbad . 73-914 D INSPECTOR _____ B_r_i_n_d_l_e-_____ _ PERMIT NO. 73-915 PLAN FILE# _____ _ FIELD' SAMPLE OF: _Ho~ LOCATION OF SPECIMEN IN -JOB OR STRUCTURE Bldgs. A & B to First Lift. MIXNO ________ T~y~p_e_· 5------'----SPEC! MEN MADE BY ... _J_o_e.,.. __ B_r_i. n_d_l_e _______ _ PROPORTIONS l Cement; 4 Sand;½ LimesLuMP~-~~------------'---- ADMIXTURE _______________ _ :oA TI; MADE __ 4"""/--'1'-'8-'-/-'-7-"4 __________ _ TYP'E OF CEMENT -~-----'~_i_v_e_r_s_i,...d_e_l _I -----DATE RECEIVED AT LAB. ___________ _ CO.NC. SUPPLIER _____ J_o_b_M_i _x ______ _ SOURCE OF ROCK _____________ _ TIC KET NO .. -----------'--'--------INSPECTOR s IG N . ..c,J_o,.c.e_B_r__;i n"'-d;;;_lc..;ec._., _______ _ l,.ABORATORY TEST DATA AGE TESTED SPECIMEN MAR'KINGS ·DATE TESTED AREA-SQ IN ULTIMATE LOAO-tBS UNIT STRESS~PSI RE SPECIFIED STRENGTH AT 28 DAYS DAYS EIV SPECIAL INFORMATIOCITY OF. CARLSBAD · · Building Department AO.DI TION.Al DISTRIBUTION 7 DAYS DAYS 28 DAYS DAYS 10225 10226 10227 4/25/74 5/16/74 Hold 3. 14 3. 14 7650 12500 2435 3980 2000 • I ' ( ~ ( ( C ( PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292-0660 TEST REPORT-COP'IES TO: JOI NO. · 1504 La Costa de Marbel la .JOB --_-_-_J-,.,,----~:=:~~~:;2;:;;:4:;;:2;5tll~a;:;'::c;;;s;t::aaa::';;;;A;v;e;.;;;;;~~~=:·::::::>:~~~~~~~-------"--------·ADDRESS . ~ PHONE ___________ _ D O 1 son Dev. Co. OWNER---------~-------D co.N TRAC TOR ____ D_i_t_t_m_a_n_M_a_s_o_n_. r_y ____ _ D CLIENT------------~---- II II D ENGINEER _____ P_a_u~l_Y_._K_o_s_h_i _____ _ D ARCHITECT _____ s_a_m_u_e_l_W_a_c_h_t ____ _ D BLDG .AUTH ____ t_a_r_l_s_b_a_d _______ _ PERMIT NO 73-914-30 PLAN FILE# __ 1_0_2 ___ _ FIELD' SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE Ret. wal 1 1st. 1 ift Ni:to P MIXNO. 84852 PROPORTIONS 6.5 sk AD.Ml X TUR.E Pozz 300+MBVR TYPE OF CEMENT Col ton CONG SLiPPLIER Con rock TICKET NO. 9-98158', AGE· TESTED I DAYS SPEC-IME-N MARKINGS DA TE TESTED AREA~Sd IN ULTIMATE LOAD-LBS uN1T srREsftsE CE lV J{U SPECIFIED STRENGTH AT 28 DAYS M f\" •) 1o.74 1,\,,-,. .J SPECIAL INFO 0E CARLSBAD 1·ng pepartment ·-riON ~ SPECIMEN MADE BY: .. Melvin Fagot SLUMP 1011 + DATE MADE 5/9/74 DA TE RECEIVED AT LAB 5/14/74 SOURCE OF ROCK Con rook INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA ·7 I DAYS I DAYS 28 I DAYS I DAYS 10664 10665 10666 5/16/74 6/6/74 Hold 9.00 21000 2330 ~·· 2000 .. ::SPECT~_R_· ~-E-·D~---------- ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESi'IN.G • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 · ·TEST REPORT.,-COi'IES TO: JOB~.-------'----=-~-;;:;.....,J:,=~--~-C_u_._~_;g_·-_ru_e_··_H_a~r-!;!__e_~_l_l~_,_~~· =-~·~_;;;;;c-~""'====------------------ /~ 2,425 La Costa Ave. Carlsg_ad_' ~-436 2723 ADORESS __ ~L~~-~··::--·~---,.,.iiiiiiiiiiiiiii•iMiii...;;.=;,=:.,~·~-~-=-=· =·=-~·=,~~-;=-~--PHONE--:------------ , ·o OWN ER -~----O_l_s_o_n_D_e_v_._C_o_. ____ _ 0 co N T~AC TOR __ __,__D_i _t_trn_a_n_M_a_s_o_n_r_,_y ____ _ D CLIENT-----'------------- II II D ENGINEER Pau 1 Y. Koshi ·o ARCHITECT -----'-----'---------"--Samuel Wacht D BLDG, AUTH Carlsbad 0 lNSPECTOR ---------------Melvin Fagot ,.,...... PERMIT NO 73-915 ______ PLAN Fl LE # _1'--'0=-=2=----=-- FIELD'. SAMPLE OF: Grout ]_~ -LOCATION OF SPECIMEN IN JOB OR STRUCTURE Bldg. A-E. End-2nd lift-So. Wall .-~, ... m a• W11r1£ u OFX'l't¢7rnrl@·• ,~ Ml X NO ---------"---~------- Con rock Melvin Fagot SPECIMEN MADE BY,~-'------------ 6.5 sk P-ROPORTIONS ________ _,_ ______ _ Grout l 011 + SLUMP _________________ _ 'ADMIXTURE----'-------"-----~------ Pozz 300+MBVR 4/26/74 DATEMADE---------------- Col ton TYP.E OF CEMENT_--'-------"-----------DA TE RECEIVED AT LAB. _4_/_z_9_/_]_lf _______ _ . CONG SUPPLIER ---'------------- Con Rock SOURCE OF ~'.S;Hll, Sorrento TICKET NO ----------------- 9-99870 . I NSP EC TOR SIGN. ___ M_e_l _v_i_ nE_.,a_g_o_t _____ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ 11'-l l:Jf. Tl MATE LOAD-LBS U.NIT STRESS-PSI · SPECIFIED STRENGTH A r2a DAYS I DAYS 7 I DAYS 10381 5/3/74 9.00 ·23700 2630 I DAYS 28 I DAYS-· ., DAYS. 10382 10383 5/24/74 Hold 9.00 33.0.QO_,,_..,. l·-'\ --~-·-·-...,. " . ~J-~· \ 3670 Ql,J( ::1-_2_0_0_0_, .. _ .... _/ . '"SPECIAL INFORMATION ---------------------------------- ) , Tl~NAL OIS.TRIBUTION. ~ . . RESPECTFnT:~;;w BY ·.t:J:'f, EJGtNFER .( ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. ( RECEIVED INSPECTIONS • TESTING • ENGlNEEAING 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714) 292-0660' · TEST REPORT -COP'IES TO: . JOB--'..,...-'-------L_a--c:C=o_s=t""'a_de ___ t-~la~T=~b=e""'1=.t""-.§!""'_..;;:..,,_=-~:...--,,..e::.-;;,;.··=-==-'------'----------------- ADORESS ___ """'~--2_-4_;-_;_· -~:_· _c_o_s_t_a_A_v_e_._,_ca_r_J_s_b~_a_d·_---=~--PHONE 436-2723 ( aw I tt mn w1-rm;:or:«&'""fl!rP<i:r-r ~ ~il!.I~ -at11111 ~u.:.isz.:u;;:&AfJC:::::- D ow NEA ----~-O_l_s_o_n_D_;e_v_._C-"-9--':~·· -----0 CONTRACTOR Dittman Masonry ·o II M ·o Paul y. Koshi . . CLIENT_________________ ENGINEER _______________ _ · D ARCHITECT Samuel Wacht ----~-----------D BLDG AU TH _ _;C::....caC--'r-'1-'s_b_;a_;,d _________ _ . 0 1 NSP EC TOA ____ ·_,,,M,.,.e._.,1_.v_,i-'-'n'--'-F.,,,,acg;;,c=:Oc..,,t _____ _ PERMIT NO. _ _,7_.3'--..... 9'--"1-=6 __ PLAN FILE# __,lc.=0:..:2,,__ __ _ FIELD° SAMPLE OF: Mortar ABC LOCATION OF SPECIMEN . . • '·IN JOB OR STRUCTURE Bldg. C .-2nd Lrft-So. Wall -E. End. . ..":,..,. ... --~_..;;;.-::;:,_-~..,.~~== ,..,.,,;: ::~- MIXNO ~-------'---------~~ Mortar 1970_ Type S_ PROPORTIONS---------~------ AE>MI X TURE ________________ _ T yp E OF CEMENT ____ R_i_v_e_r_s_i-d_e_l _I_---'--- Con Rock co·Nc SUPPLIER-------------~- r,c KET NO.----------------- SPECIMENMADEBpelvin Fagot . ------------- SLUMP _________________ _ 4/29/74 DATE MADE----------------- DATE RECEIVED AT.LAB. ___________ _ sand Sorrento SOURCEOF~ee~---------------- INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA AG.E TESTED ._ !:;PECIMEN MARKINGS DA TE TESTED AREA-SQ IN l:Jl TIMI\ TE LOAD-LBS l:JNl,T STRES'S-:PSI - SPECIFIED STRENG TH · AT 28 DAYS I DAYS 7 I DAYS DAYS 10414 5/6/74 3. 14 7400 2355 28 I DAYS I DAYS 104 t 5 10416 5/27/74 Hold 3. 14 -~ -~ ~ -J?: 4140 ~~ _) . -~~ ........ ~---~~-2000 SPECIAL JNFORMA TION ------"'----------~-----------------,._;,_- ADO!TIONAL 'DISTRlBUTION .. ./ \. ( ( ( C RECEIVED· PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • :ENGINEERING M-~Y 3 0 1974 7895 CONVOY COURT. SAN DIEGO. CA 92111 . [7141 2,92-0660 TEST R~PORT-co,,es TO: CITY OF CARLSBAD . Building Department JOB NO. 1504 .JQB_~--,------L_a_C~o_s_t"S'"{l_d_e-,,,-..,t_1a~r-b..,..,e'""1=1_a,,...,,.,,--,,.==,',---------------------/··~;;;;·~~~~~::·;:---~~:e~ ,--c~ PHONE 436-2723 .. ADDRESS __ -;,,---.---------------=~"'-"---~~-~ ...... t·o· • ,w:c r 1:z :titi'¥ernz:vrlliiiQW Piaie~~,,,..- 0 ow N ER -~ ____ O_l_s_o~n_D_e_v_._Co_. _____ D CON TRAC TOR __ D_i _t_tm_· a_n_M_a_s_o_n_r_y-,,-_____ _ D· CL'IENT _________ 1_1 --"---'---~---D ENGINEER ___ P_a_u_l--"Y_. _Ko_s_h_i ___ __,,,,_~-- 0 ARCH I TEC r -~--.:...:M.;..r.;..1 'l.:..,.,:_;i n;.:___;F_;a;;..;g'-'o....::t;______ D s L DG AU TH __ C_a_r_l_s_b_a_d _________ ~ D INSPECTOR _____ M_e_l_v_i_n_Fa_g~o_t~-----PERMIT NO. 73-917 PLAN FILE # .....JJ~Ou.2~--- FIELD' SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE Bldg. D-So. Wa 11-1st. Li ft -W. End -~--F~llf JUfM'WriffilT"IMnc , MI x NO _· ______ C--o_n--r __ o_;c;;_k,;.__--'-------SP EC IM EN MADE By: ~t,.,,,,-le..,.,l~v~i~a.__._E~a'::1-ga..._._t ------- ·PROPORT 10 NS _____ 6_.=S_s_k_. _. _______ _ S l UMP -------'-"''-11__,_+ ____ ~----- ADMIX ruRE _____ P_o_z_z_3_0_0_+_M~BV_R~----PATE MADE ____ _._4.,_/.._2..,,9,_/7+"4...__ _______ _ · rYPE OF CEMENT_' _____________ _ DATE RECEIVED AT LAB. ___________ _ CONG SUPPLIER---------'--------'----SOURCE OF ROCK ___________ ~-- "TICKET NO.~------~---------~ INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKING$ EJATE TE;STED AREA-SQ IN ULTIMATE LOAD--LBS t UNITS TRESS-PSI SPECIFIED STRENGTH AT 28 DAYS I DAYS 7 · I DAYS 10417 5/6/74 9.00 t 8300, 2030 I DAYS 28 I DAYS· I DAYS 10418 10419 5/27/74 Hold 9.00· ~--· ~ <-_ 3200 ,oM ~ 2·000 SPECIAL IN FORMATION -· ---'--------'---'----------------------- ADDITIONAL DISTRIBUTION · RESS"EC_TFULLY (ll'TTfjo:, ~ BY . (. d{J. . Fl\l(.;li>JFFR ( '· ( C ( . PROFESSIONAL REGISTERED INS~ECTIONS, INC. RECEIVED INSPECTIONS • TESTING •. ENGINEEBING 7895 CONVOY COURT. SAN'DIEGO, CA 92111 MAY 8 n 1Q7d (714] 2.92-0660 :"F~ST RiPOAT -COPIES TO: CITY OF CARLSBAD J<B\Jlll'c!ing50\epartment La Cos ta d~ Marabe.11 a JOB ____ -:-----:_::::_-:,:_:,:;.~:.~:.:_::,:;.:;.-;:,-.:,-:,.-:.,:;.:;.::.::,-.:._--''----'--'-----------~----- ;AODRE$S---,~f"-~:,,.,:·:.-~-2~~-"""2=5==--::~~a;_;;~2~~~:-;;:i:.~~ii,fiH;. ,_;.A;;.vc,ii::ii;; .• ;;;;;,.~ ... c;;;;; .. :...-;;;;;r::::1=:='~=~=a-.d _____ pHQNE 436-2723 ·o Olson Dev D Dittman Masonry OWNE.F\ _________ . __ ._______ CONTRACTOR ______________ _ ·. D CLIENT----------------- 0 ARCHITECT---'-------------- II I.I Samuel Wacht .0. INSPECTOR _____ ~~""'--~-"---'--Melvin Fagot V D ENGINEER Paul Y. Koshi D BLDG. AUTH Carlsbad PERMIT NO. 73-915 ~~~---PLAN F.ILE # _1_0_2 ____ _ FJELfr'SAMPLE· OF: Mortar ABC -1970_ Type$ . LOCATION OF SPECIMEN l·N. JOB OR STRUCTURE MIX NO _________________ _ · PR.OP.OR TIO NS----~--------'---- ADM! X TURE --'----------------- Riverside II TYPE OF CEMENT ____________ ~-- CONG SUPPLJER _________________ _ TIC KET NO.---------------~- Melvin Fagot SPECIMEN MADE BY.: ____________ _ SLUMP _________________ _ 4/26/74 DATE MADE ________________ _ 4/29/74 DATE RECEIVED AT LAB ___________ _ sand Sorrento SOURCE OF~--------------- INSPECTOR Melvin Fagot LABORATORY TEST DATA AGE TESTED SPECtMEN MARKINGS DA TE TESTED AREA-SO IN ULTIMATE LOAD-·LBS l:JN!T STRESS-PSI --- ' SPECIFIED STRENGTH AT 28 DAYS I DAYS 7 I DAYS 10370 5/3/74 3. 14 5.500 1750 I DAYS 28 I DAYS I DAYS 10371 10372 5/24/74 Hold 3. 14 ~ -.....--. ~ r -~.,,,,. -2835 ~ l~ ~ __,)~ '---·- ?PECIAL INFORMATION -~-----~----~--------------------- AOO;T!ONAL DIS·TRIBUTION R-E$PECTFULL Y ''"g;j.'1/TTED\.~ I. trtJ BY~--~-'-"--'--"-----+---'-------FN ,!NEER t ~ '- ( C PROFESSIONAL AEGIST.EAED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714) 292-0660 TEST .REPORT -COP'fES TO: JOB NO. 1504 La Costa de Marbe 11 a JOB-,------:::;;;;;;;;iiiiiiiii.----------.~..;;;;;;;;;:::::------'-------------- D OWN ER ______ O_i s_o_n_D_e_v_. _C_o_. ____ _ Dittman Hasonry D CONTRACTOR ____ --'----------- D C-LIENT ---------'---------- II II 0 ENGINEER Paul Y. Koshi 0 ARCHITECT _____________ ..._ __ Samuel Wacht D BLDG. AUTH Carl saad D INSPECTOR ______________ '--_ Melvin Fagot PERMIT NO. 73-919 PLAN FILE# 102 'FIEL·O' SAMPLE OF: Mortar ABC ' -.. . --~-L0CA TION OF SPECl~i- lN J98 OR S'TRUCTU E Bldg. F-2nd Lift-So. Wa 11-E. End ·MIX NO •1970 ,'.fype S -;r: SPECIM~N MADE BY: Melvin Fagot PROPORT 10 NS SLUMP ADMIXTURE DATE MADE 5/1/74 TYPE OF CEMENT Riverside 11 OA TE RECEIVED AT LAB. 5/2/74 CONG SUPPLIER SOURCE OF ROG-K-sand Sorrento TICKET NO. INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA ' . AGE TESTED j DAYS 7 I DAYS . , DAYS 28 I DAYS I DAYS '· SP.ECIM(:N MARKINGS 10453 10454 10455 DA TE TESTED 5/8/74 5/29/74 Hold AREA-SQ IN 3. 14 ULTIMATE LOAD-LBS 7000 UNIT STRESS-PSI ~ -__I 2230 ·- SPECIFIED STRENGTH REC-l~lVED A T28DAYS 2000 SPECIAL l'NFORMA TIO N _____ M~'-'_Li_V_;l.e.....!.~'---_;_1.,,_[j;-'-'~=l'-----'-,--------'----------------- A DDlTIO NAL DISTRIBUTION ( r \__ C C PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • 'TE;STING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO. CA 92111 (714} 292-0660 .. TiEST REPORT -co,ies TO: JO!.I NO. l 504 JOB ___ -:-----==L:a::;:C~o~s~ta;;;:;;;;d~e;;;;;;;M_a_r_b~e-l_la==::;;:::::::=---------------- ADOR ESS __ -::~f;;;,;::;:-:;;;;::2=4::2::5 ::L:::;a;:;;;;;;Co;;;;;;,5;;;;;t;;;a;;;;:;;;;;~v;;;;~;;~ ._,_;;;;;;;;.Ca"""r'""'l"""s"""'ba_~~=~!:--PHONE _4_3_6_-2_7_2_3 _____ _ DOWNER -01 son Dev. Co. D CONTR'ACTOR ___ D_i_t_t_m_a_n_,_'fa_s_o_n_r_y ____ ~ LJ CLIENT-----------'--'-------'--- 0 ARCHITECT------,------'------ II II Samuel Wacht 0 INSPECTOR _____ __;_ __ _..c..-.;. __ Melvin Fagot Fl'ELO' 5-AMPLE OF: LOCATION OF SPECIMEN- IN JOB OR STRUCTURE Mortar Bldg. R ABC No • Wa 11 MIXNO -----~----~-----'-,---'- 1970 Type S PROPORTIONS---------~------ -AD Ml XT-URE ------------------'-- Riverside II TYPE OF CEMENT----------------,- Con Rock CONC SUPPLIER--------------"-- TIC KET NO ________________ _ D ENGINEER . Paul V. Koshi 0 BLDG. AUTH Carlsbad PERMIT N073-928 PLAN FILE# 102 Melvin Fagot. SPECIMEN MADE 8.Y:---------~---- SLUMP _________________ _ 5/6/74 DATE MADE---~-----~------ DATE RECEIVED AT-LAB.~----------- SOURCE o·F OOC-H-sand Sorrento I NSP EC TOA s IG N. ___ M_e_l _v_i n_F_a~g"--o_t _____ _ -LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS , _DAYS SPECJMEN MARKINGS 10545 10546 10547 .DA TE TESTED 5/13/74 6/3/74 Hold " AREA-SQ ·IN 3. 14 .,., UL rtrAATE LOAD-LBS l~~,n ..... ~ U.NJT STRESS-PSI RE~ 1~13i £4~ 1/ - SPECJFIED STRENGTH M/J.'< l 6 l974 · AT 28 DAYS 2000 SPEC1AL iNFGR-MA TIO N ______ _____,C....,J,_,_~-T<~--.1dP-=n--~-lg-'W~!>-F:IH;Hrts*!-eA ..... nP....__· ---,-----,------------ ADDITIONAL DISTRIBUTION. ::SPECTFULL¥ f 7j&J~ . ( (. ( C PROFESSIONAL REGISTERED ·INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 Ti5T REPORT -.co,1Es TO: JOB NO: 1504 2425 la Costa Ave., Carlsbad 436-2723 ADDRESS_--3-=:::--.::::-----------;;;;;;;;;;;;;;=;;;;;;a-""'=---PHONE _______ ___, __ _ D ow N ER --~---0_1_s_o_n_D_,e_v...,. ___ co_. ---- -11 . 11 .0 CLIENT ____ . _______________ ..,__ __ Samuel Wacht D ARCHITECT --------------- 01NSPECTOR _____ M_e_l~v_in~ __ F_a_g'-o_t _____ _ FIELD' SAMPLE OF: Grout DEF. LOCATION OF SPECI IN J:OB OR STRUCTURE· Bldg. R North wa 11 MIXN0 _______ co_n_R_o_c_k_8_4_8_52_. ___ _ PR0P0RT 10 NS~--------'-------'----"---- ADM Ix ruRE~~----P_o_z_z_3_0_o_+_M_B_V_R_~-- TYPE OF CEMENT ____ C_o_J_t_o_n _______ _ Con Rock CONG SUPPLIER---'------------- TIC KET NO.----~----------'-------- D CO.N~RACTOR ___ _ Dittman Masonry D ENGINEER ______ Pa_u_l_Y_._~_o_s_h_i ____ _ D BLDG. AU TH ____ C_a_r_l _s_ba_d _______ _ PERMIT NO. -'-]-'-3_--'-9 ____ PLAN Fl LE # _1_0_2 ___ _ SPECIMEN MADE BY: __ .M_e_l_v_i_n~Fa ____ gc.-o~t _____ _ 10" + SLUMP-------'------------- DATE MADE _____ 5_/_G_/_7_4 ________ _ DATE RECEIVED AT LAB._5_/_9_/_]_4. ________ _ S0URCEOFR0CK ___ c_·o_n_R_o_c_k_----_____ _ I NSP EC TOR SIGN. ___ M_e_l _v_i '-n_F_a---'g::;..o_t ____ -'-_ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN UNiT STRESS-PSI . SPECIFIED· STRENGTH AT 28 DAYS DAYS 7 . DAYS 10611 5/13/74 00 22300 DAYS 28 DAYS DAYS 10612 10613 5/31/74 7 Ho1 d 2000 SPECIAL INFORMATION·-------'---'----'-~---~---------------~---- . . ADDITIONAL DISTR.IBUTI0N RESPECTFUL.LY SUBM~ BY (I ~ ~~-- ( ( C PROFESSlONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714] 292-0660 _ T~ST REPORT -co,tes TO: JOB NO. 1504 JOB~-________ L_a_C_o_s __ t_a_d_e_t_1a_r_b_e~l_l_a-'-'----------------------~ 2425 la Costa Ave., Carlsbad 436-2723 --· ADDRESS-------------------------PHONE ___________ _ DOWNER---~-~----------- D CLIENT ----------------- 0 ARCHITECT---------~---~~_,. Olson Dev. Co. 11 II Samuel Wacht D INSPECTOR Melvin Fa o --- Hf LO' SAMPLE OF: Mortar ABC l,.OCATION OF SPECIMEN ·l·N JOB OR STRUCTURE BJ dg. 0 W Stairs ------------ MIXNO _______ C_o_n_ro_c=k~·-8 __ 4~8~5=2~---'-- P:AoPORT 10 NS ------=-6_,,_ • ..._S__.._s,.,.k ________ _ -ADMIXTURE--------------~-.,.... TYPE o F c EM ENT ___ _:.R-'-'i-'v-"e:...:.r-=s'--'-i-=d:.:::e'---=Ccc:::o...,_1..,,t=o_,_,_n ___ _ co NC SUPP LI ER ____ C_o_n_R_<i~c_k __ -____ _ TIC KET NO ~----------------'~- D CONTRACTOR Dittman Masonry DENG.I NEER Paul Y. Koshi LJ B.LDG. AUTH Carlsbad PERMIT NO. 73917 PLAN FILE II 102 SPECIMEN MADE BY M0l vi n Fa§-9-''F--,----- DATEMADE------=iH~/?3~0.~/7r4-------- DA TE RECEIVED AT LAB -~5,;.;/:...2"7/'--!7'-"'4,__ ______ _ SOURCE OF ROCK ______________ _ 1 NSP EC TOR s IG N. ___ _,_M...,.e-"J ..... v....,i-n._...E,...a ...... 9.,.0 .... t~---- LABORATORY TEST DATA AGE TESTED SPEC·fe.,fEN MARKINGS DA TE TESTED AREA-SO IN, ULTIMATE LOAD-LBS U-NI TS TRfSS -PSI SPECIFIE·o S1RENGTH AT 28 DAYS . DAYS 7 DAYS 10450 5/7/74 3. l 4 JUN 3 -1974 DAYS 28 DAYS DAYS 10451 10452 5/28/74 Hold 3. 14 2000 sr ECIA L IN FORMAT ,o N _B_LJ-=-ild,,...;.q,~~F_,_ec+,-. ~~R-=-Ls __ a...,,.,.4n-H---------------------~Partrnent. ADDITIONAL DISTRIBUTION ( (· ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEER.ING 7895 CONVOY COURT, SAN DIEGO, .CA 92111 [714) 282-0660 TEST REPORT-CO,tES TO: JOi!I 1110. 1504 La Costa de Marbella . JQB-+---:---:--~-----=:::;;:;;;;;;;;=-===--=====:;;:::=:--~------------- ADDR ESS __ ~~:::::s:=2.;.;4;;;2;;;5;;;;;;;::La==· =:C;:;;;o=s==t=a=A=v=e=.='=· =C==a==r==l s=b~a=d=----~---· PHONE _4_3_6_.;.2_7_2_3 ______ _ D OWNER--~------ !;] CLIENT------~- Olson Dev. Co. II II Samuel Wacht 0 ARC'HITECT _______ __,_ ______ _ D INS~ECTOR ____ ~---~ M~lvin Fagot · FIELD' SAMPLE OF: Grout DEF . LOCATION OF SPECIMEN D CONTRACTOR LJ ENGINEER D·BLDG. AUTH PERMIT NO. 73-918 IN JOB O.R.STRUCTURE Bldg. E -2np. Lift-So. Wall -E. End MIX NO 84852 SPECIMEN MADE BY. PROPORTIONS 6.5 sk SLUMP ADMIX T.URE Pozz 300_+ MBVR DATE MADE Dittman Masonry Paul Y. Koshi Carlsbad PLAN FILE 11 102 Melvin Fagot O" + S/1 /7Li TYPE OF CEMENT Col ton DATE RECEIVED AT LAB. 5/2/74 CONC SUPPUER Con Rock TICKET NO .. 9-:99962 AGE TESTED DAYS SPECIMEN MAR-KINGS DATE TESTED AREA-SQ IN UNITS TR~SS-PSl SPECIFIED STRENGTH . AT.28 DAYS SOURCE OF ROCK INSPECTOR SIGN. LABORATORY TEST DATA 7 DAYS DAYS 10447 5/8/74 9 •. 00 25000 2780 Con rock Low Canyon Melvin Fagot 28 DAYS DAYS 10448 l 0449 5/29/74 Hold 9.00 .~ooo / 4000 0 · 2000 ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS -• TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (714) 292-0660 ( TEST REPORT -co,ies TO: JP1B. HO. 1 504 ·JQB La Costa de Marbe 11 a 2425 La Costa Ave., ADDRESS DOWNER Olson Dev. Co. Dittman Masonry D CONTRACTOR ______________ _ CJ CLIENT II n DE NGI NEER _____ P_a_u_l_Y_._~_o_s_h_i ____ _ . 0 ARCHITECT. Samuel Wacht D BLOG. AU TH _____ c_a_r_l s_a_a_d ______ _ _D INSPECTOR Melvin Fagot PERMIT NO. _7_3_-9_1_9 ___ PLAN FILE# _l_0_2 ___ _ : FIELD"SAMPLE OF: Mortar ABC LOCATION OF SPECIMEN ·.INJOBORSTRUCTURE B)dg. F-2nd Lift-So. Wall-E. End . MIX NO -~------1...cc·9_,_7_0_,_T_,_y.,_p_e~._.S._. 1_. ____ _ SPECIMEN MADE BY: Melvin Fagot ( PROPORTIONS--~-------------SLUMP AD Mt X T.URE -----------------'-DATE MADE 5/1/74 TYPE OF CEMENT ___ R_i_v-'e-'-r_s_i_d_;_e_l .,:__I _____ _ DA TE RECEIVED AT LAB. 5/2/74 CQNC SUPP!,IER ---------------SOURCE OF R-OG-K-sa_nd Sorrento TICKET NO.------'----~---'--'----'---'----'--iNSPECTOR SIGN. Melvi-n Fagot LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 10453 10454 10455 DATE TESTED 5/8/74 5/29/74 Hold AREA-SQ IN 3. 14 3. I 4 ·UL Tl MA TE LOAD-LBS 7000 UNIT STRESS-PSI 2230 ---- SPECIFIED STRENGTH AT 28 DAYS JUN 3 .:. 2000 . .C/iy . SPEC ,AL I NFOR M-lilifiifli o,....,_-F-\corlA"f--JR""'t~=--------~------------~--. ng Depa -S8A.D ADDITIONAL DISTRI-BUTION ffflJent .l \. ( C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292-0660 TEST REPORT~ CO,tES"-ro·: .. _ .. _·,,.,.,-JOB HQ. 1,504 if;/ laCostadeMarbella ."'-. JOB ____ ___.,i,--------------~----------'.,--,---------------- ·ADDRESS __ ---;:;:;;~;;;-;;;.;;;;:.;;;::=:::4;,,,,2,,,...~=--=·L---a---'-Co~s=·~=!=~=A=~=e=~c-~:...,,._,..._.,.~C~a-r_,_1-'-!~_,9a=_d=-____ .=_·_,·· -·-· _PHONE __ 4_3_6_-_2..,..72....,3 _____ _ 0 0 l son Dev. Co. . OWN~R ~--'-. _______________ _ D co N TRAC TOR ____ D_i_t_t_m_a_n_H_a_so_n_ry~---- 0 CLIENT ----'-------------- II II 0 ENGINEER _____ P_a_u_l_Y_._K:_o_s_h_i _____ _ 0 ARCHITECT ,-----------------Samuel Wacht D BLDG. AUTH ~ ___ C_a_r_l_s_b_a_d _______ -'-- O , NSPEC TOR _____ M_e_l_v_i_n_F_a_g_o_t __ ---,---P ERM IT N0.7-~3_-~9_1~5 ____ PLAN Fl LE 11 _1~0~2 ____ _ FIELD' SAMPLE OF: ~rout DEF LOCATION OF SPECIMEN IN JOB OR STRUCTURE Bldg. A-E. End-2nd Lift-So. Wc111 MIX NO PRQPQR T 10 NS ADMIX fURE TYPE OF CEMENT CONC. SUPPLIER TIC KET NO AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SO JN ULTIMATE LOAD--LBS UNIT STRESS-PSI SP.ECIFIEO STRENGTH AT 28 DAYS Con rock 6.5 sk Pozz 300+MBVR Col ton Con Rock 9-99870 DAYS SPECIMEN MAD.E By: __ M_e_l v_i n_t_-a_g_o_t __ -'------ Grout t 011 + SLUMP--,----~------------- 4/26/74 DA TE MADE----,-------------- DA TE RECEIVED AT LAB. _4_J_z_9_/_7_4 ________ _ SOURCE OF ~:$,'-till Sorrento Me 1 v in Ea got INSPECTOR SIGN. ______________ _ LABORATORY TEST DATA 7 DAYS DAYS 28 DAYS DAYS l 03$1 10382 10383 5/3/74. 5/24/74 Hold 9.00 8 1974 SPECIAL INFORMATION -------------------------~--------- ADDITIONAL DfSTR-IBUTION ( C C C C PROFESSIONAL REGISTERED INSPECTIONS.INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 JOB HO. 1504 JOB ___ --.-¥,?_f?_/_~_~ __ L_a_C_o_s_t_a_,.d_e_M_a_r_a_b_e_l_l_a ____ , _ _,;.. _____________ .....,.... __ _ "ADDR ESS_...,,(_';,;;;;~ .. ;...1s...=;; .. ;;,~-==2:~:~g;_:-~;:~:::=.-:=C::::o:;::s;;.:.~ ......... ~;;.;~;;;;e.;;;· ;;;' .. ;;; ... c;; ... a;;;_~;;;~~;;s;;;:;;b~;;ad~-.-;;F)~. ---PHONE _4_3_6_-_2_7_2_3 _____ _ O ow N ER ______ O_l_s_o_n_D_e_v_._______ O co N TR.AC TOR ~---D_i_t_t_m_a_n_H_a_s_o_n_r...:.y ____ _ 0 CLIENT--------'-' __ 1 _ 1 ~------0 ENGINEER _____ P_a_u_l _Y_. _Ko_s_h_i ____ _ 0 ARCHITECT Samuel Wacht -------------~--O BLDG. AUT H ____ C_a_r_J _s_b_a_d _______ _ 01NSPECTOR __ ~-~M=e~l~v~i~n......:...F=a=go=t _____ _ PERMIT NO .,_7.:<.3_-.:<.9..:..l:::..5 ___ PLA"! FILE# _1_0_2_~--- -FIELD' SAMPLE OF: Mortar ABC -1970 Type S . LOCATION OF SPECIMEN fN JOB O.R STRUCTURE Bldg. A South Wa-11-East End 2nd Li ft . MIX NO ---------'------''------- PROPORTIONS _______________ --'- ADMIXTURE-------------------- Rivers i de II TYPE OF CEMENT ______________ _ CONG SUPPLIER--'-------------- TIC KET NO.----------'----------- He 1 v in Fa got SPECIMEN MADE BY:--'------------ SLUMP------------------'-- 4/26/74 DATE MADE------------------ 4/29/74 DATE RECEIVED AT LAB. ___________ _ sand Sorrento SOURCE OF~--------------- INSPECTOR --Melvin Fagot LABORATORY TEST DA.TA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS SPEClMEN M~RKINGS 10370 10371 ·10372 DATE TESTE.D 5/3/74 5/24/74 Hold AREA-SQ IN 3. 14 ' ULTIMATE LOAD-LBS 5500 ftECEI VEn ·-\-·· . ( -~} UNIT.STRESS-PSI 1750 MIW j Q ('l"lA -. ~ . ~ SPECIFIED STRENGTH . ~ AT 28 D'A YS CITY OF ~A~ ,....,,&if"'\ t:SUlldln g De partment SPECIAL IN FORMATION ------------------------------------ ADDI T10NAL QISTRJBUTI0N ( ( '· 7895 Convo:11 Court San Oleao. Calif. 92111 Phone 292-0660 PROFESSIONAL REGISTERED INSPECTIONS , IN.C. INSPE~TOllS WEEKLY REPORT . L-.F'J 71;.-N-0-.------.. 0-.. -,.,E-E-.. ------------, ...:J ~/ "r ENOINC ON COVERING WORK PERFORMED WH 0 ICH REQUIRED APPROVAL BY I D Rf. I 1\/FnRCED CONCRETE D PRE. STRESSFD CONCRETE THE SPECl,l,L INSPECTOR OF . --"~J~f~~__R5ED_ MASONRY CE'SCA1 aE ..,.., f·L. ,,....Jll t:£s1G~ AE-e~ c.R·..a.:,-L • .:...F'c·R WEt.. · .Ftoo ETC 1 21_qe-it!.I\ -I ~?e;_ 1fa~ . s _ _ D, 0 tJ STRuCT. ::;TE Ft ASSf"-'flL Y RE INFORCf() (,YP:,1_,._. PtLE flRIVIN" OTHER TESTING C:)NSTR. MAT'L. SAMPLES i 1-NSP'N. DATE LOCATIONS OF WORK INSP-ECTEO, r·EsT SAMPLES T.AK"EN, WORK REJE_CTEO, JOB PROBLfMS, PROGRESS. REMARKS, ETC. INCLUDE.S·INF'0R"4ATION ~BOUT -A~OU"-ITS OF"4ATERIAL PL.ACEO OA WOFlt' PLRFORME("'lt N\.JMAEA TYPE" a, 10£:NT Nn•~ .:,F T'Esr 5A. .... PLE'5 TAM.EN: STRUCT CO,...NECTIO~S l'hEL0S)."4A0£ ,... T. BOLT~ TORQU[Ol CHECKEO; ETC. '1"1- Mil CERTIFICATION OF COMPLIANCE I HERESY CEllT IFY THAJ I HAVE INSPECTED ALL OF THE ABOVf llEPOR-TED WORK UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WOllK -TO COMPlY .Wli"rl THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BlJltDING LAWS. 7895 Convoy Court PROF ESSIONAl REGISTERED INSPECTIONS , INC. San Oielilo. Calif. 921 t t Phone 292-06~0 . INSPiECTORS WEEKLY REPORT ------..,..---------------.. I l FOR ~EEK CO:I\ISTR.MA ..... L. TYPE. GAAOE E'TC,IIOESIGN STRENGTM·1 SOURCE OR YJ:"GR, Mb<;D).JOU . . OESC~1ee: VAT·\. {>,,.Al~ D::SIG~ RE'.-e~ GRAOE & "'A:FGR. WELD•~OO, ETC.) •' T\/PE. 5 NO·. ENDING ON A.-19-74 O STRUCT, $HFL J\SSEVBLY o GLUE-LAM. FABRICATION 0 RE INl'"ORCfD r,yp5,,._, 0 OTHER '[] PILE DRIVING 8t:JILOlNG P£A"41T NUMBER 73-914 ii-11!.IJ 73-9Zd I PLAN F'JLE. NUMBER ARCHITECT ENGINEER PAUL. \(o5 !-Ii GENEAA.L CON TRACTOR OL-sO~ · 17s VE-l.cf~}-·r~·~--t CON TR. 00:NG REPORTED'hORK LAS. REC.El VING 6 TES TING CONSTR •. MAT•L... SAMPLE5 P. iz.1 INSP'N. D.t.TE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECT ED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INC-LUDES IN,="QR"'-'1A.TION A.BOUT -A...,..OUNTS OFYATERLAL P~A<;EO OR WOAI( PCRFQAYEDj NUMAER TYPE & IOENT. NO'S. OF ·TEST S•MPL:.ES TAKEN: STRUCT. CONNECTIONS (WELDS,M'AOE H.T. BOLTS TOAQUEOI CHECKED) ETC. j· 5.~T .L~,o oi. I I MOR.,ip{l ' <;l\l--lP,~\" ~ / --------7'---------------~----------, .. ~, . ..,A~ ..... ) ··,· C.ERTIFICA TION OF COMPLIANCE I HErlEBY CERTIFY THAT I HAVE INSP.ECTE0 ALL OF THE ABOVE,REPORTED WO!lX:. UNlE!iS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY· Win, THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE ·SECliONS OF THE GOVERNING BUILDING LAWS, " .~((Ill. ,(\C,t, 0 ' .,..,_ LJUIIU/ng !Cl -• ,._, . . .... epartment A \,~o , ~ G. ~ A 1 ~ _ 1 j 6 ( C ··r \_ C C. PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (7141 292-0660 Tl:ST REPORT -CO,tES TO: ----------~~ -~--- JOI HQ. 1504 La Costa De Marbel la .JQB ____ --z"---''--------------------~1---------------- 0 OWN EA..,.._--------------------D co NT RAC TOA _____ D_i_t_m_an_M_a_s_o_n_r_y ___ _ 11 0 CLIENT ___________________ _ II D ENGi NEER ______ P_a_u_l_Y_._K_o_sh_i --'---- o ARCHITECT ________ s_a_m_u_e_l-'--W_ac_h_t ____ _ 0 BLDG. AU TH. -----'---C_a_n_· J_s_b_a_d_. ___ -__ D Melvin Fagot 73-924 · 102 : INSPECTOR_____________________ PER Ml T NO. _· _____ PLAN FILE # _____ _ FIELD SAMPLE OF: Mortar LOCATION OF SPEC I ME~ . IN JOB ~R _STRUCTURE ~rLow Wa~ J_, W. End• tA'iW -B _1014 Ml X NO ~---'------19_7-=-.o_ty_p_e_s _____ . SPciTYNoF DclRt.,..si"'IBHIAct". ~~e_l_v_i _n _F_a..::,g_at~---~ sLuBeilding Department . · PROPORTIONS _________________ _ · ADMI-XTURE _______________ _ Rive rs i de t I TYPE OF CEMENT _____________ _ CONG SUPPLIER ---------------'-o---- TIC KET NO.-------------------'----- DATEMADE ______ A~p~r_i_1_2~3~,___:J9~7~4 ___ _ DA.TE RECEIVED AT LAB. ___________ _ SOURCE OF ROCK _____________ _ I NSPEC TOA SIGN. ____ M_e_· l_v_i_n_F_a_;:_g_o_t ____ _ LABORATORY TEST DATA - AGE TESTED -I DAYS 7 I DAYS I DAYS 28 I DAYS -I DAYS SPECIMEN MARKINGS 10307 10308 10309 .• DATE TESTED 4/30/74 5/21/74 Hold AREA-SQ IN 3. 14 UL Tl MATE LOAD-LBS. 930~ . ' ~ ;:,,,....._ UNIT STAEss..:..ps1. / 2960·-__)J f"2~ . . ~ __., -"--·--- SPECIFIED STRENGTH . .. 2000 ·AT28 DAYS -. SPECIAL IN FORMATION ---------------------'------,--------------- ADOHIONAL DISTRIBUTION RESPECTFULLY SUBMITjO. . BY ... f !Ju_@J ,. ' ( ( '-. \_ C ( PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT -co,19::1:~ . JOB HO. 1504 JOB ____ -+-___ L_a_C_o_sta De Mara be 1 I a .. ADDRESS __ ~'-s~~2~42~~l:a~C:o:s:::ta~A~v~e:::·t·~c:a~r;:;1 s~b;;;a;;~~~ _,.,::z.. ____ PHONE 436-2 72 3 O OWN ER _____ ._0_l_s_o_n_D_e_vc...,. ______ _ ·. 0 CLIENT_· ______ 1_1 __ 11 __________ _ 0 ARCH, T EC T __ ...,._ __ Sa_m_u_e_l_W __ a--c~h'-'t'---------- O1NsPEcToA ____ ~M-e..._lv~io'-'-'E~a~g~o~t-----'---''-- FIELD' SAMPLE OF: Grout DEF LOCATION OF SPECIMEN IN JOB OR STRUCTURE Bldg· K Low Wa 11-East End ~ M I x NO _______ co_n_~_o_c __ k~_8_4_85_2 ____ _ PROPORTIONS _____ 6_•_5_s_k-_______ _ ADM Ix TURE _____ P_o_z_z_3_0o _______ _ TYPE OF CEMENT ___ C_o_l_t_o_n_-------- Con Rock CONG SUPPLIER---'-------'--------- TIC KET NO.-----· 9_-_9_9_7_3_8 _______ _ O co NT RAC TOR ---~D~i~t~t~ro-a~o~H-a-so .... o ..... r,_·),,....' --- 0 ENGINEER _____ ·,_,pa"'"'1..._,J'---'Y .... ,~K .... o....,s....,b ..... i+.'.---- O BLDG AUT H ____ ..... c.ga ..... r ..... 1 ~s .... ba~du-------- PERMIT NO 73-923 PLAN FILE # ---+J-t.0+2--,--- :RECEIVED MI\Y 6 ,.974 SPEC1€4~.laf nCAR~~in Fagot· Bu\\ding t'.)epal SLUMP Grout 1011 + DATEMADE ______ 4/~2_4_/~7_4 ______ _ DATE RECEIVED AT LAB·------'--------- S0.UACE OF ROCK ____ C_o_n_R_o_c_k ______ ___ INSPECTOR SIGN. ____ M_e_l_v_i_n_F_a_g~o_t_~: ____ _ . LABORATORY TEST DATA AGE TESTED SP·ECIMEN MARKINGS DA TE TESTED AREA-SQ IN ULTIMATE LOAD--LBS l'.INIT STRESS-PSI SPECIFJED STRENGTH AT 28 DAYS l DAYS 7 l DAYS 10355 5/1 /7.4 9.00 21900 l -' ,,,-.:,::==--<::::::.--., 2430 ~- I DAYS 28 I DAYS' I DAYS ·. 10356 10357 5/22/74 Hold ' r ~ f?/U 2000 SPECIAL INFORMATIO-N ---------------"----'--------------~--- AD[HTIONAL DISTRIBUTION " '" RECEl.VEU . · · ·c1TY OF CARLSBAD ( 7895 Convo)I Court 8ROf ESSIOBldiR£GfSTERtD INSPECTIONS , INC. 1 r;o4 INSPECTOIS WIIKLY IIPOWT ...-------1-FQ ......... W-E-E·>< __________ _ San Oleio. Callf. 921 tr Phone 292-0660 -·---·-·--·-. _/504 NO. ENo,NcoN 14June ,1974 Cl J:·.f _. v1 vnna..~wn., '"'su·JJ~:Jlnt'IJej)fflrfflMt PER FORMEO ~ WHICH REQUIRED •PPROVAL BY THE SPECl~L INSPECTOR OF Rebar A 615 ~ G 60 REINF0RCED CONCRETE PRE. STR£5Sf0 CONCRETE REINFORCED MASONRY 0 D D STRLICT. $HFl i\S5EVALY R~lNFORCfD r;yP'.:,1t~ PILE flRIVINr; '°'RCMI TEC T Samue-1 Wacht ENGINE.ER Paul Koshi CENE-flAL CO,.,,,TRACTOR D D GLUE• LAM. FABRICATION OTHER 01 son Deve 1 oom~.:..n;...;:t:_,..._ __________ -t CO ..... TR. OO:NG REPOfltTE,.CWORI( Ninteman Construct.ion 4A8. RECEt\llNG,. TE.STING C:)"'ISTR~ MAT1 1.:. S-AMPL£'S Professional Reoistered lnsoections. Inc. IHSP'N. DATE. LOCATIONS OF WORI< INSPECTED,. TEST SAMPLES TAl<EN·, WQRI( REJE·Cre·o. JOB PROBLEMS. ·PROGRESS. REMARKS, ETC. 1NCLU0-E'5 IN'Oliil"4AT10 ..... Aliou·r ._ AMOUNTS ¢,F'4~TEAIAL PI_ACEO OR yr,QRi,c P["RFOl=ta.4£["\, NUMAER TVPE a 10£NT NO·~- OF TEST '5 .. Ul'>L£5 T·A><EN: STRUCT. CONNEC.T°I0>;5 1Wli:·L05MACE >-t T. BOLT·S TO .. QUEC! C..,ECKt;Cj ETC. f...:.1? · (Rlrln iic::11 _.,. lnc:.ni:>rt-0 rl reinforcino steel in. arade beams for bui.ldinCJ 11S11 and ! 1 I C-ERTIFICA TION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED ALL OF THE. ABOVE REPORTED WORK lJNLE.SS OTHERWISE NOTED, I HAVE FOUND THJS WORK TO COMPLY WI.TH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS Of THE GOVER~ING BUILDING LAWS. I / \· /) /\ /· ArC.1.C:."' f Af';'~, .... c,Pf /Q 84 (· ( ( ---------·-~- PROFESSIONAL REG!STEAEO INSPECTIONS~ INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111- 2425 La Xosta Avenue, Carlsbad D ow NEA _____ ___,._D_._E'-.• _M_._D_ev_e_l o-'p_e_r_s __ ADDA ESS.,.....:..~~:;;;::::;;;:,;:::=::::=' ·==· ==:;:::;;;;;;;;.;=--:~:::.....- O co N TAACTOA _-_0_1 s_o_n_. _c_o_n_s_t_r_. _____ _ D ·01 son· Cons.tr. . CLIENT------------------·.......:..-----D ENGtNEEA _ _.; ____ P_a_u_l_Y __ ~ ___ Ko_s_h_i _____ _ 0 ARCH I rec T _____ -__ s __ a_m.,...u_e .... 1__.W ___ a_c_h_t __ -'-'---D BLDG. Au T H. _________ c __ a_r_l_s_b_a_d __________ _ .. D I NSP EC TOR __,, ____ ---'K .. e ..... n__....H...c..um__,p._1--_, r_e_.v---___ _ P~RMIT. N0.73-,9l7' ]J-9ZZPLAN FILE# _____ _ FIE.LD'SAMPl.E' OF: Grout LOCATION OF SPECIMEN IN JOB OR STRUCTUR~ First J ift of West wal1_-9n-its 32-33°,B]dg. J . MIX NO PROPORTIONS ADMIXTURE TYPE OF CEMENT . ,coNC SUPPLIER . · TICKET NO. AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN UL Tl MATE LOAD-LBS. UNIT STRESS~PSI. SPECIFIED STRENGTH AT28 DAYS 80852 6 .• 5 ~ 1 Port1 and Con-rock 12670 I DAYS - ' Ken Humphrey SPECIMEN MADE BY:·· Sll,JMP 6/17/74 DATE MADE DATE RECEIVED AT LAB. SOURCE OF ROCK Ken Humphrey INSPECTOR SIGN. LABORATORY TEST DATA 7 . I DAYS I DAYS 28 lDAYS I DAYS. -11293 11294 11295 6/24/74 '. 7/15/74 Hold 9.00 14300 --.. 1590 V 1 · 2000 SPECIAL I NFOR MAT ION· ---,-'----,-...--"'----...c...,.----,.--,---,---------_..;_-------- AODIT IO NAL DISTRll3UTION. (· c· C. \ ( ( .tl..tl C £:· . . . IVEn PROFESSIONAL REGISTERED INSPECTIONS. INC. JUN . 2 4 1974 INSPECTIONS • TESTING • ENGINEERING C . J}J'd_OF CAR, c714I 292-osso tng Dep '-8BAD · 1895 CONVOY COURT. SAN DIEGO, CA 92111 TEST REPORT -COPIES TO: . arttnent JOII NO. 1504 --------::.;~~~::'"'::'."6~~~.a_:-:d:·e-14:":a:·r-:-ae.:::·=:::::::::=~~~-=:::;:;=-e-------------JdB ,,,,,,,,,,,.-2425 la Costa Avenue, Carlsbad ADDRESS~-7~~:c;. =::::::;~;:::;;:::;::::::;::=~======;;:;;;;;;...;..,.i,,, D ow N ER ""'". ----------'-B_. _E_. ____ M_._o __ e_v_e~lo_pe_rs __ Olson Construction D CONT RAC TOR ________________ _ tJ cu E-N T _______ 0_1 s_o_n_c_o_n_s_t_r_. ___ _____ Paul Y. Koshi & Assoc. 0 ENGINEER _______________ _ 0 ARCHITECT ----------------------------,--Samuel Wacht Carlsbad .0 BLDG. AUTH.,_· -------'-------- O INSPECTOR __ -'---___ K_e_n_H_u_m_p_h_re_y ____ _,_ 73-929 PERMIT NQ. ______ PLAN FILE# _____ _ FIE'i:D SAMPLE OF: Concrete LOCATION OF SPECIMEN IN JOB OR S-TRUCTURI: G. B. # 7 ~ 8 of Bldg. -s.· MIXNO PROPOR T 10 NS ADM! X TURE TYPE OF CEMEN'T CONG. SUPPLIER 'TIGKET NO. AGE.TESTED SPECIMEN MARKINGS DA TE TESTED A:REA-$0 IN· ULTIMATE LOAD-'-LBS. UNIT STRESS-PSI. SPECIFIED STRENGTH .. AT 2/l DAYS PR 1659 ·6.0 bag Pozz 300 Portl anq Pre-Mix · 55997 J DA;S - I .Ken Humphrey SPECIMEN MADE .BY: SLUMP' 6/12/74 DATE MADE 6/13/74 DATE RECEIVE;D AT LAB. Mission Val 1 ey . SOURCE OF ROCK Ken Humphrey INSPECTOR SIGN. l:.ABORATORY TEST DATA 7 ! DAYS I DAYS 28 I DAYS. DAYS 11223 11224 11225 \ 6/19/74 7/10/74 Hold 2.8 .28 49000 1730 3000 SPECIAL INFQRMA TJON --------------------------------- AODiTIONAL DISTRIBUTION: ::SPECtFULLY s~M ·[ ENGIN FR ( 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS , INC. INSPECTOIS WifKLY "lEPOAT ,..----------------------"9 San Oluo. Calif. 921 t t .. Phone 292-0660 COVER·:NG WORK PERFORMED WHICH l?~dUIRED APPROV·AL BY THE SPECIAL INSPECTOR OF I r · F'OA WEEM . ~-CJ'-, NO. FNOtNC ON 19 I D RE INFflRCED CONCRETE D PRE.STREssrn·c.ONCRHE_ 0 REINFORCED M4SONRY D STRUCT. ~Tf Fl A5SfY8l y O GLUE. LAM. F ABR I CAT I ON 0 REINF()R(f(') r,.yP!,t•'vl tJ OTHER tJ PILE ORIVINr. 8Ult..OING.P£~.._.1 T NU~AE"A t3-°rl5-73- INSP'H. DATE. LOCATIONS OF WORI( JNSPECT'EO. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC. INCt...UC£5 INJ"'0Ra..4A1'JO,-. ABOUT -A .... O~NTS OFUA.TERIAt.,. PLACEC O_R WOR"" P£"AFOFH.AEr.1 NtJ,.,..f\E.R TYPE' a. IOC:NT. N0 .. '5 OF T·~sT 5"1r,o1PL£5 "~"'EN: $TA·u<;T CO,,,,.,...E,CTIONS Ul,ELOSM~OE' ~ T. BOLT~ 'TO~QU(D1 CHECKEOj ETC. ·( ( ( ! ·I CERTIFICATION OF ~OMPl,.JA:NCE l :HEIi.EBY C'ERT1FY. THAJ l HAYc INSPECTED All OF TH~ A!!OVE REPORT£!) WORK. ,UNLESS OTHERWISE 'NOTED. l HAVE FOUND THIS WORK TO COMPLY WI Tl:i THE ·APPROVED P.LANS, SPECIFICATIONS, .ANO APP.Li°C:ABLE SECTION!:> OF THE GOVERNl!'ffi BUllDlf\!G .LAWS. ( C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO. CA 92111 (7141 292-0660 TEST REPORT -COl'IES TO: JOB HO. 1504 ~ta de Marbe11a ~ . Jos _____ __,,F---------------~---~----------------- (. 2525 La Costa Ave, Carlsbad ~ ·ADDRESS .. .2--,:::ex.-~-... _ , _ _ "~' z... -= PHONE_4_3_6_-_27_2_3 _____ _ tJ OWNER Olson Dev. D co N TRAC TOR _____ D_i_t_m_a_n_M_a_s_.o_n~r_y ___ _ II · II 0 CLIENT .o ENGINEER ______ Pa_u_l _K_o_s_h_i ----'---- 0 ARC~ITEGT Samuel Wacht 0 Carlsbad . BLDG. AUTH ----------------'- D INSPECTOR Melvin Fagot PERMIT NO 73-924 PLAN FILE# __ 10_2 ___ _ F.IELD'SAMPLE OF: ~ortar 1970 type S RECEIVED LOCATION OF SPECIME MAY 6 1974 IN JOB OR STRUCTURE End. . M I x NO _______ 1,....9_7_0_. _ty_p_e_s_-'------Building Department. · Me 1 vi n Fagot SPECIM~N MADE BY:·_. _._· ---~------------- ·PROPORTIONS _______________ _ SLUMP--'----------------~- ADMIXTURE ________________ _ DATE MADE ______ 4_/_2_4_/_7_4 ____ ~-- 'T yp E OF CEMENT ____ R_i_v_e_r_s_i_d_e_t_f ___ -'----DATE RECEiVED AT LAB. ___________ _ · CO NC SUPPLIER --------'-------'-----SOURCE OF~~ sand· Sorrento TICKET Nb ____________________ _ 1 NSPEC TOR s 1G N. ----~M-e ..... l Y~i n-· _F~~~g,t'a ..... t,__ ___ ___, LABOttATOAY TfST DATA I DAYS I DAYS I DAYS ' I DAYS I DAYS. AGE TESTED 7 28 SPECI.MEN MARKINGS 10322 10323 10324 DATE TESTED 5/1/74 _5/22/74 Hold AREA-SO IN 3. t 4 t:Jl Tl MA TE LOAD-LBS _z,:3_29_ ~ ~-~ 9.1~0 UN IT S TRfSS-PSI 2340 SPECIFIED STRENGTH '-p·-" AT 28 DAYS 2000 .. SPECIAL INFORMATION -----------~~--------------------~-----'- ADDHIONAL DJSTRl3UTION ' " ! ... C ( c· PROFESSIONAL REGISTERED INSPECTIONS. INC: INSPECTIONS • TESTING • ENGINEERING 1895 CONVOY COURT. SAN DIEGO, CA 92111 TEST REPORT'-COP'IES TO: . avt?nent JOB~=----====;L;a~Co~s~t~a~. ~d:e~ .. ~M~a~r:b:e:l~ia:-·:~~:~===;~=-----~------ AD.DR_Ess ___ -;C:~:::::s:i~-C. =2:4:2:5=L:a:C:o:s:t:a=A:v:e:nu:e::'.:, :C:a~:::r::l:s-::ba:::d~-;;:::;;:;;~P.;.~:;;O:.;.:,N ------------- 0 OWN ER ---------=a-=-. =E __ • M:..;.._D;:;..e;;;..v:..c;e:;..;1...:o;..i;;p;..;;;e;..;_r...;.s __ _ -0 cu ENT __________ O_,.l ~so~n'-'--C~o ... n_s_t __ • ____ _ 0 ARCHITECT _____ _.S...,a....,m"""u..,.e..,_1__.,W-""-a.,._c.,_,_h..,,_t __ -'--_ D 1NS~EctoR ______ K_e_n--'-'_H~u~m=p_h;..;_r~e~y ____ _ FIELD' SAMPLE OF: Grout 2000 PSI LOCATION OF ~PECIMEN IN .JOB OR STRUCTURE So-th wa l 1 o.f unit 25 . 'MIXN0 80852 -PR0P0R TIQ NS 6.5 X 3/8 ADMIXTURE TYPE OF CEMENT Portland Conrock CO NC SUPP LIER ~---~---~------ I 2718-'f~ock 4410 TICKET NO.~. _______________ _ O·coNTRACTOR 01 son_ Consfructors 0 ENGINEER Paul Y.. Koshi 0 BLDG. AUTH. _...:C;.:;::a;..;_r;..;_1.;;:.s""b=a·=d-'-___ -'-_-___ _ PERMIT NO. 73-929 PLAN FILE# _____ _ bldg~S-at 6 1 maws OSI :==:, SPECIMEN MADE BY: Ken Humphrey "SLUMP DATE MADE "6/13/74 . .· 6/19/74 DATE RECEIVED AT LAB. -. S0URCEOFROCX-------'------- Ken Humphrey INSPECTOR SIGN, _____________ _ LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 2a j.DAYS I DAYS SPECIMEN MARKINGS 11308 11309 113 l O DATE TESTED 6/25/74 7/16/74 Hold AREA-SQ IN 21800 -•• --,,:--,i.W, ·---ULTIMATE LOAD-LBS. I~ 2420 ~ ·UN IT S t RESS PSI. '-.... SPECIFIED STRENGTH AT 28 DAYS 2000 : .. . ' SPECIAL IN FORMATION.---------------'------------'-----'------- ADDITIQNAL DISTRIBU_TI0N. ( ( '· ( '- C C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 . TEST REPORT-CO,tES TO: Costa de ·Marbella -JOB ____ _,,.~------------------=~=----,------------ 2425 La Costa Avenue, ADDRESS--1t_=-:...:::..-~--=:===::::;::::;=::;:=====:::::;;;;:;;:;;;;;;_.;"""' HONE . o· E -u Developers D Olson' .,.eonstr. 0 ow_NER __________ • __ • _,_·.,_. -----------· _ __,... co'NTAACTOA ______________ _ . D C·L IE NT ------'-__ o __ l_s_o_n_c_o_n_s_t_r_._· ___ _ D Eau l ,/;,y-; . Koshi ENGINEEA_~-------------- o ARCHITECT _____ s_a_m_u_e_l_W_a_c_h_t--'-----Ca.rJ sbad D BLDG. AUTH. _. ·-----'-' -------------'-- 0 ·I NSPEC TOA ______ Ke,_, n_H_u_m_p_h_r_e ___ y _____ .p ERMIT N0_73-92·9 . PLAN FILE#.------ FIELD' SAMPLE OF: Mortar .J 800 ' ' ' . LOCATION OF ~PECIMEN IN JOB OR STRUCTURE 6 1 at corner of South & West wal 1 of unit # 25 bodg.· S · ,. re , GX -re rw rst wst • r ~ 1 r ~ r&E--. >!¥11 ~t"m!!J5!t.S1!dtt..ii!.A£2'£J!t !l !iii'~1!! re 4 d!Ul!!l~~ Ml X NO "-' -------------'------- PAOPORT 10 NS ______ T_y_p_e_S_----'' _____ _ · .ADMIXTURE ----------...,....-------- Po rt} and TYP.EOFCEMENT ____________ ___,, ____ _ CO NC. SUPPL I ER -------------------- TIC KET NO. ________________ _ Ken Humphrey SPECIMEN MAOE B.Y; _ __,... __________ _ SLUMP--,---------------,--- 6/18/74 DATE MADE _______________ _...,.. 6/19/74 DATE RECEIVED AT LAB. ___________ _ SOURCEOFROCK_-,----~-------- Ken Humphrey INSPECTOR SIGN. ____ ~--------- LABORATORY TEST DATA ' I DAYS I DAYS I DAYS I DAYS. AG.E .TESTED 7 48 DAYS SPECIMEN MARKINGS 112·90 J 1291 11291 DA TE TESTED 6/25/74 7/16/74 Hold '" AREA-SQ IN. 3 .14 ULTIMATE .L.OAD-LBS. 7800. --~-..... -~ -.. -~ ·uNl,T STRESS-PSI. ---~--- -2485 \._ -1800 SPECIFIED.$ T~ENG TH . AT 28DAYS • ! SPECIAL.JNFQRfylA TION· -----------~---:...------~-------------- ADDITIONAL DISTRIB.UTION: : :SPECTFU LL Y 5/' 7RJ@d°""'"'1-..,,_g __________ __.i i ( . \ 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS , INC. 1 ~nli INSPECTOIS WHKI.Y HPOJtT ----------------------. San Oleto. C»Hf. 921 l l ~ Phone 292-0660 · J l FOAWEEM 15 c,f;, ' NO. . ENDING ON 1 b l11n<> 19 ,/, COVE~iNG WORK PERFORMED WHICH. REQUIRED APPROVAL BY THE -SPECIAL INS°PECTOR OF I G:J RE l'sFORCED CONCRETE D PRE. STRESSfO CO/'!CRETE D REINFORCED MASONRY 0 STRLJCT. $Tf Fl-A55EVAL Y D REINF"OR(f() (",YP~ll'..i O.PILE [")R·fVINr. D GLUE. LAA!. F" ABR I CAT I ON- O OTHER 2415 La Costa, Carlsbad, Cal_ifo.rnia. fHJtL.OtNC PER..,.1T ,,uJMA~~ · I· PL.AN J:'lLE. NUMBEJII ·. 73"-99.2 Ow>:, E~ C T N AME ,., • P..UJ!WM l ,WS-~ ARCMI T EC T La Costa de Marbella Samuel Wacht •vr.r .::,__ ·-r ·- Concret_e STRENGT .. , SOURC.E OR'M,.-GIII, lf•c 2,500 pii . . ENGINEER Pau.1 Y. Koshi ··cEsc~,e-E uAT";L 1~,-... OIEs,c.~ --RE.e.ut G"'AOE.,. "'FCR 'lvEL.O•AOO £Tc-., GENERAL CONTRACTO"' IHSP'N. DATE Olson Development cON TR. 001""'<. REPORTE.C woR" Bebar A 6J5 -G ~Q Ninteman Construction ~AB, RECEIVINC. 6 TESTl"'-G C::INSTR .. MAT•t... SAMPL'E5 I I Professional Reqistered Inspections LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS. REMARKS, ETC. INCL..UOES INF'OR-..AT10""'1 Al!IOUT _, A""49UNTS O~UATERIAL.,-PLACEO OA WORt' PrRF'O~~Eri, Nlk ... AER TYPE 6 ~0£Pt,fT. No·is ,,::,F TES'T 5~•.U~LE'S TAKEN; 5TRUCT. CO ... "-IECTIONS(Vr~EL.0$--.,AOE ,;-f T. BOLT~ TORQUED• c~E·CKEO; E,:·c. BU-I LD I NG 1iJt_l . Pr,Pn;:iredi·thrPP concrete comoress:ion cvl ind_ers (-) ,--......---r--------------------------------...,....------....--------------------------! _, .j .. l I l I I I I l I 1 I . I --l I l. CERTIFICATION OF COMPUANCE I HERESY CERTIFY THAT I HAVE INSPECTED ALL OF THE ASOVE REPORTED WOR'K. UN!ESS OtHERWISE NOTED. I HAVE ·FOUND THIS WORlC TO COMPLY WJ•H THE APPROVED PLANS, SPECIFICATIONS, .AND APPLICABLE SECTIONS OF THE GOVERNING _BUJLDING LAWS. -· ' Oliver~· tr: A 'Ha'\i'an June 14, 1974 :"AT(. -;r: Clt, r.:)A" -C C RECEIVEI .. iJR PROFESSIONAL REGISTERED INSPECTIONS; INC. JUN 2 o 1974 I I INSPEC-TIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 CITY OF CARL~~Arf-( ·-Building Department TEST REPORT-COPIES TO: JOB NO. 1504 .. .. JOB .. J .::i Costa de Marbel ta ADDRESS ~2425 La Costa Avenue 2 Carlsbad ~ PHONE 436-2723 4',,, 2 "> ... ------. = ; q l(&{JQ[41W . '.0 OWNER Q] SQD De~~ 1 ~u;~men t Com12an1 0 CONTRACTOR Dittman Masonry -· 0 CLIENT D ENGINEER Paul Y. Koshi 0 ARCHIT~CT Samuel Wacbt -D BLDG. AUTH. Carlsbad . D INSPECT-OR C. Shaw-PERMIT NO. ::z3-91a30 PLAN FILE# ~ I"\') . . FIELD SAMPLE OF: ·concrete 3 :'·cy·1 i nders : LOCATION OF SPECIMEN 1 . IN .,JOB OR STRUCTURE Bldg • "J" grade beams MIX NO. PR 23 SPECIMEN:MADE BY: C. Shaw - PROPORTIONS 6 sk SLUMP ~.J,.11 ADMIXTURE DATE MADI; 6/J 0/74 TYPE OF CEMENT Riverside II DA TE RECEIVED AT LAB . 6/11 /74 . , CONG. SUPPLIER Pr.e-Miz SOURCE OF ROCK TICKET NO. 62915 INSPECTOR SIGN. c. Shaw LABORATORY TEST DATA AGE.TESTED I DAYS 7 I DAYS I DAYS 28 I PAYS I DAYS I SPECIMEN MARKINGS . 11152 111 SJ 11154 DATE TESTED 6/17/74 7/8/74 Hold AREA-SQ. IN. 28.28 UL Tl MATE LOAD-LBS. 72000 .,. ____ ,_.._ - ' -UNIT STRESS-PSI. ~ 2550. ~ =:) SPECIFIED STRENOTH: AT28 DAYS 2500 . SPECIAL IN FORMATION: ______ --'--------------------------- ·ADDl'TIQNAL DISTRIBUTION: RESPECTFULLY-SUBMITTED BY ,(#,{ .... ~""", ...,<=..,.,~"-.,-,,,;:-,;:-'c>--~---- 7895 Convo:,, Court PRO'.FESSIONAL REGISTERED INSPECTIONS , INC. sa·n Dieao. Calif. 9211 l Phone 292-0660 INSPECTORS WEEKLY REPORT !ff 1(04 I FOR WEEK 0 ... -.SB-~---·, 197<f-:-_ NO. ENDING ON -- ,....., -,_ n D ·GLUE--l.AM. FAP.RlCATIO!':J COVERING WORK PERFORMED LJ "r: i i-.i c~.:cc cc~r=P.~-r E ........ ~iPll(.T -Sll-:EL O.c,SEl.~8L Y WHrcH REQUIRED APPROVAL BY 0 PRE-STRESSED CONCRETE D REINFORCED GYPSUM D OTHER Di:·-:----B REINFORCED MASONRY D PILE DRIVING ·-, ... ~.,;; -·-.......... ., .... o--. -.............. ···-.... ~ ADDR.ESS ~ BUILDiNG PERMIT NUMBER I PLAN FILE NUMBER ds(:>._,s--· .LA ~-r,Q Ave 73--i:Jz-o i: ow'NEROR PROJECT NAME ) ARCHI.TECT /..,A Cd,~ .;;t;:k, .d1AJe&=L. L/1. tu/Jcr1r en-----·' ,,-,E. GRADE,·E"TC.JI DESIGN STRENGTH rSOURC.E OR MFGR. ENGINEER ~ rr-.S-6/IJ /2-Y · ?Cio c . . .K""o,s H/ DESCRIBE MAT'L. (MIX DESIGN, R E•BAR GRADE & MFGR., WELQ•ROD,, ETC,) GENERAL CONTRACTOR t:c.LJJhe. _f-1'1-tis--c./o 6L-so;J CONTR. DOING REPORTED WORK /YjtJ!Ct?h?; i: o/· ·-3 .b,rr hl,,q.,JJJ LAB. f!EC~IVING II TESTING CONSTR. MAT'L._SAMPLES ~.K:. I . INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOU-T -AMOUNTS OF MATERIAL PLACE!? OR WORK PERFORMED; NUMBER. TYPE. II !DENT. NO'S. OF' TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKEOj ETC. ·%ht/ / p <"..Jt:JPCT'B'..L> .A'} ,f.sz, ,u A ;,.; . iv~ ,e ,k"' _.,., .,,, --Pc r M1; Al .n tr::, w.11-u_. ,, --,, h;e,. -A/ru a -_7';;ic,K_ A1 ",;er./J.,,,e . -~;,:-./ ~,c;-,tJ, ..,-:--,,s c:.:J m /"'k/() r ve. /) ;:::-/.,Jfl£L . -. <. ,.. . ... -.. . - . ' R.Rf:'1~1V EU . : ~~p 11 1974 .. CITY OF CARLSBAu M,,lf...ll--n..,,..,.,,+.-na!'\•~ ... ~ ~ 'O - .. i -'• · ~12· CERTIFICATION OF COMPLIANC:E I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED ~ ~JA.-~..-:1-- WORX. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO ,.___ -c, Gi-\>S-TUREOF REGIST.ERED INS,-,ECTOR COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. . A:>AT._Ek>FRe;PORT . _,_ -----~ ----~-·---~ .. ____ ,., __ _,_, 7895 Convoy Court San Oi~ao. Calif. 9211 t Phon~ 292-0660 _ PROFESSIONAL REGISTERED INSPECTIONS, INC. . . INSPECTOIS WEEKLY REPORT -..,----------------------,. ' COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPE(IA r;::::. .,n__J .,,. .... f--t:: L.:> ~,,__ .. . 1.·· ½;.~3 0 RE l"<HlRCEb CONCRETE D PR[. STRESSfD CONCRETE F'O~ WEE.~ /_ ,I NO. ENDING ON C) /-J ll e, . 197.,.. STRticr .. qffl AS5fWllY O GLUE-LAA1. FABRICATIOH REINFORCE[) r.yP~11"A O OTHER P"IL[ (")RIV INr. eu1LOtNG P£Au1T-Ni.JMFIE"'R PLAN F"11,.,.E. NUlw41!1-£A' ARC .. -HTECT 1;t9--ci--/r ENGINEER Ko.SH/ GENERAL CON TRACTOR &-$6 tJ CONT R. 00:-, G l'I E PORT t_C_W_Q_R_>< ___________ _ 14,J --' INSP'N. OATE LOCATIONS OF WORK INSPECTED. TEH SAMPLES TAKEN. WORK REJECTE-0, JOB PROBLEMS. PP.OGRESS. REMARKS, ETC. IN-CLUCE5 IN~CR""4ATIO ... ABOUT -AMOUNTS O~YATERJAL PLAc;Eo OR YtOR"' Prs:iF'OR"-4£(11 NlJMf\ER T'l"Pc' & JOENT Nt")·tS jJ:' TEST s.o,..tPL£S TAKE"'-1: 5TRUCT co,,,,..,ECTIONSt ..... EL0S~ACE w T.-BOL..T~ T0RQU(DI CM£Cl(E0; ETC. c G) n1/3Lcnd1 ,-u r /_.;9 Y/ lf-16 --"~-'---.....i!::=c.;;._~...:.;;-=:i:.--.&...!.~-=:.=..=..;..;;~--""~-"'-'c;....;,,-.. ___ -4 Lu/-il-&t ,13 CERTIFICATION OF COMPLIANCE I HEREBY CERT1FY.TH.A1 I HAVE INSPECTED All OF THE ABOVE REPORTED WORK t;NtESS OTHERWISE NOTED, I HAVE FOUND THIS WOR:< TO . CO.>,IPL Y WI TH THE .APP_ROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. c .. J:?'/4 6 '/2 ¥ / ~ ~ ·:,,,/4 T £. -. i:/'r:J ~ C':: ~ • .::IE' ~1 'l., I-J-1. ..._, vVA EA ( ( ( ( C PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA ~2111 (7141 292-0660 TEST REPORT -co,,es TO: JOI! NO. 1 504 .JOB-:--------=-~&s;;;;:=L=a=C=o=s=ta=D=e=~=ia=r=b=;s=l=la==::::::::,r----'--~--------------- ADDRESS?~·------L~a_Co_s_t_a_A~v_e_._c_a_r_l_s_µa_d ___ .,.,-____ PHONE __________ _ 0 OWNER ________________ _ -, D CLIENT----------------- tJ ARCHITECT _____ S_a-'m_u_a_l_W_a_c_h_t ____ --'-- .o INSPECTOR ____ --"'-B~r~i "~d~l~e'-------- · FIELD SAMPLE OF: LOCATION OF SPECIMEN IN. JOB OR STRUCTURE Mortar· Building H to First Lift MIXNO _______ T_y_p_e_S _______ _ 1 Cement; 4 Sand;½ Lime. PROPORTIONS----'-------------- ADMIXTURE __ _,__ ____________ _ TYPE OF CEMENT ___ ~R_i_v_e_rs_i d_e_l_l ____ _ Job Mix CONG SUPPLIER ______________ _ Job Mixed TICKET NO. ________________ _ 0 CON TRAC TOR _____ O_l_s_o_n_De_v_. ------ 0 Paul Koshi E_NGINEER _....c.--------------- 0 BLOG. AUT H _____ c_i t_y_o_f_C_a_r_l_s_b_a_d __ _ PERMIT NO . ..:.]..;..3_--'--9_2_1 ___ PLAN FILE# _____ _ Brindle SPECIMEN MADE BY: ____________ _ SLUMP--------'------------ 4/22/74 DATE MADE _______________ _ 4/26/74 DA TE RECEIVED AT LAB. ___________ _ SOURCE OF ROCK _____________ _ Joe Brindle INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN ULTIMATE LOAD-LBS. UNIT STRESS-PSI. SPECIFIED STRENGTH AT 28 DAYS DAYS 7 DAYS DAYS 28 DAYS DAYS 10319 10320 10321 Hold 3. 14 5800 1850 2000 SPEC IAt I NFOR-MA TIO N ___ .,__ ____________________________ _ ADDITIONAL DISTRIBUTION I ' \ PROFESSIONAL REGISTERED INSPECTIONS, INC. 7895 Convoy Court San Oieao. Calif. 92111 Phone 292,0660 iNSPECTORS WEEKLY REPOltT / ,K'"'A , 1 -----i-FO_R_W_E-E><_4 __ / _____ _ /<::,JU"'/ NO. ENDING ON ~21.:>~74 ,19 . , I ' COVERING WORK PERFORMED w1-l1CH l<EOUIRED APPROVAL BY THE SPEClAL INSPECTOR OF D RE l"IF(lRCEO CONCRETE 0 PRE. STRESSE'D CONCRETE (a' REINFORCED MASONRY D STRllCT. ~Tffl ASSEVBLY D GLUE-LAM. FABRICATION O REINFORCto r.vPs,,.,1 O OTHER ) D PILE DRIVIN(; B~ILOING PERV!T NUMBER F°lt...E. NUMBER T3 -92C, 921, 92~ ARCH! T-EC T SP\Mlll,L. WAc 1.:i-1 co0;~-;~..,.~~~-,,..;.,E. GR..::E Ere.,, DESIGN ST'>ENGTH I souRCE OR ""GR. OESC~·aE: VAT--:_,rv,..-. ces•GN R£.eA.A qRA:'.IE 6: '"AFGR WELO•ROD, ETC.) ENGINEER \7,~Ul. k'o:>1--1 l INSP'N. DAT:E . j I I I I l j ' J ! I 1 ! ) I I ! I CONT'>. OO!NG REPOATEDWOR>< D1T1MJ;,.t-.J L.AB, RECE-IVINC. & TEST'ING CONSTA. MAT"L. SAMPLES PR l li--1c. LOCATIONS OF WORK INSPECTED,, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. INCl.t,.;OES INs='OR"-4.&.TION ABOUT -A."'40UNTS OF MATERIAL PL.A.CEO OR w6RK PERl='ORME.D; NlJMRER TYPE 6 10£NT. No·s 0~ TEST SAVPLES TA1<EN: STRUCT C,ONNECTIO,.,LS(WELDSMAOE :-i T. BOLTS T08QU£0l CHECKE.Dj ETC. :( 71 I eJ j H;,, OF CERTIFICATION OF CQMPLIANCE , Mnint.)'2. 5.ot-1P1...~r.... Due:. MLW 1 1974 GITY OF CARLSBAD M ••-••---,-,. ___ • .. lo To I HEREBY CERTIFY THAT I HAVE INSPECTED ALL Of THE ABOVE REPORTED· WOR<. UNl.:SS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS Of iHE GOVERNING .BUILDING LAWS. 1 1 51~--.'-J ... ~,Af 'J~ PFGi5TrAf:"", i,-..5Prr:~ \ \ ,~ ;:-l.1 5 T F M NUMB EA ( '( RECEIVED PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS• TESTING• ENGINEERING ""::-D1·J1974 7895 CONVOY COURT, SAN DIEGO, CA 92111 ;:; \ I (714) 292-0660 de Marabel la D CLIENT--------------------- 0 ARCHITECT Wacht --------------- D 1NSPECTOR Duel Thomas FIELO SAMPLE OF: Mortar . crrv OF CARLSBAD Joa '8\.!Hdingse)~partm~nt 0 CONTRACTOR __ D_i_t_tm_a_n_n_. --------- 0 ENG IN EER· ______ K_o_s_h_i _________ ...,.__ D· BLDG AU rn· --C_a_r_l_s_b_a_d ___________ _ PERMIT NO: . 73-920 PLAN FILE# ___ _ ==========;=;,==========;=:====================================---= .LOeATION OF SPECIMEN IN JOB OR STRUCTURE Bldg. G, Center Retaining Wall MIX NO --------------------- PROPOA-T 10 NS __ J_: J_/_4_: ___ 3 ______________ ___ ADMIXTURE -------------------- TYPE OF CEMENT Rivers i·de I. I __________________ __, ____ CO NC SUPPLIER -------------------'---------- TICKET NO -------------------- SPECIMEN MADE BY: __ T_h_o_m_a_s ________ _ ,SLUMP------------------- DA TE MADE --"""9_/ ___ 3_/"'"'7._4 _______ ~--- DA TE RECEIVED AT LAB. __ 9_/_4_/_7_4 __ '--____ _ Sorrento SOURCE OF ROCK _____________ __ INSPECTOR SIGN. __ o_u_e_J_T_h_o_m_a_s ______ _ LABORATORY TEST DATA AGE TESTED I DA.VS 7 I DAYS I DAYS 28 I DAYS DAYS SPECIMEN MARKINGS 11845 11846 11847 .DA TE TESTED 9/10/74 10/1/74 HOLD AREA-SQ IN J~l4 ,. UL TI-MATf: LOAD-LBS 7400 UNITS TR-ESS-PSI r=-· 2355 ~~~ - SPECIFIED STRENGTH "'-- AT 28 DAYS 2000 SPECIAL INFORMATION --------------------------------- ADDITlONAL DISTRIBUTION RESPECTFULLY SUBMITTED . BY'. /k{/LL . ::::---/ ENGINEER ( c· ( C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 £7141 292-0660 TEST REPORT-COPIES TO: JOB NO. 1504 JOB·---------:::.;,L;:;:;a~Co=_2:,s_t~~~-~__I)~-~~-t:-M=a=r=be=1;..1~a~---------------------. -----;;29<c::ta Ave.~ PHONE _________ _ ADDRESS 0 OWNER B. A:-~.--OcoNTRACTOR Olson Development 0 CLIENT----------,--------D ENGINEER __ P_a_u_l _Ko_sh_i _________ _ [] ARCH! TEC T _____ S_a_m_u_a_l_W_a_c_h_t ____ _ D BLD.G. AUTH City of Carlsbad 0 INSPECTOR _____ ~B~r~i~n~d~le _________ _ PERMIT NO. 73-916 PLAN FILE# _____ _ FIELD' SAMPLE OF: Mortar LOCATION OF SPECIMEN IN. JOB OR STRUCTURE Building C to First Lift. Ml X NO ________ T_·y_p_e_S _________ _ SPECIMEN MADE BY: , Bri nd1 e ----------,---- PROPORTIONS 1 Cement; 4 Sand; ½ Limes Lu MP -------------------,-- ADMIXTURE -----~--------------- Rive rs i de II TYPE OF CEMENT ______________ _ Job ·Mix CONG SUPPLIER ______________ _ TIC KET NO·--------~---------- 4/19/74 DATEMADE-----------------,- DATE RECEIVED AT LAB. ___________ _ SOURCE OF ROCK--------------- Joe Brindle ,, INSPECTOR SIGN.----------~---- LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED · AREA-SQ IN UL TIMAtE LOAD-··LBS 'SPECIFIED STRENGTH ·AT28-0AYS DAYS .,. M, y 1 1974 DAYS DAYS 28 DAYS DAYS 10228 l 0229 10230 4/26/74 5/17/74 Hold 3 .14 2000 SPEC LAL IN FORMATION ----------------------------------- AODl·TiON·AL DISTRIBUTION. RESe,cTFULL v s~M1nrn\ . ~ . " . Ut I )/iO-!X ( \ f. PROfESSIONAf Ri€iSrfRlt 1:SPECTIONS, INC. 7895 Convoy Court San Ol~lZO. Calif. 921 t I Phone 292.-0660 INSPECTORS WEEKLY REPORT ·-,.,,-0-. ____ .,...F_O_R_W_E_E_K ______ ._,_'-_ /J·-••• -,.,,,.----"'§ ENDING ON ·,,:,,'.,,f" L,/,Q \9 i .... _____________________ ,... ..... ___ ...., ______ 1...-___ ~:::....=~-=-=....:::_.:.;;;..........;.__. ...... '-t 0 Rf.l"IFORCEOCONCRETE STRt1CT. C..TEfl AS<;fVAlY FABRICATION \ ', COVERING WORK PERFORMED WHl(:H RE-QUIRED APPROVAL BY 0 PRE.STRESSfO CONCRETE REINFORCfD r;yp~"'-' OTHER T ;....s-Al INSPE-CTOR OF INSP'N. DATE LOCATIONS OF WORK INSPE.CTED. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLFMS. PROGRE5S. REMARKS, ETC. INCLUOES 1N,.-0Rtw4ATIO,.,. A80UT -AMOU .... TS OF'a..tATERIAL PLACEO OR WOA,c PLRFOA"1Er.1 NUMAER TYPE ta 10£NT. NO•"l .:,F" TEST '5AMPLFS TA~EN: STRUCT. C0"'4""ECTIONSl"hEL0S""'4AOE ;..t T. BOLT!,. TO~QU[D1 CHECKED; ETC.· ceRr1F1c.t.r10N oF coMPLIANceBuilding Department~:~.,...,~ ~~-_-·_ I HEREBY. CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED ~ ....::2. ~ WORK UNlESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO , ", -r r,i c is· 1 "1 • • '·· 1 -• -0 COMPL y· WI TH ThE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE ~ '.i' A / / ~ --J,;f_, /.. . . • I .s. n SECTIONS OF :rHE GOVERNING BUILDING LAWS. ' /4~ g,~· -~~ ? / -I/; ry·;.;:; r. ..... ' ;;:'" IA r *bi c., s c ~"" A ... /J f\£.f;J " · . r sf 1v1 ( ( . . PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 [714) 292-0660 TEST REPORT -co,ie JOB HO. 1504 0 OWNER----------------'--0, ca°NTRACTOR __ D_i_t_t_m_a_n_n _________ _ 0 CLIENT ________________ _ 0-ENGINEEA· ___ K_o_s_h_i __________ _ 0 ARCHIT_ECT Wacht ---------------D BLDG. AUTH --'-_ca_r_ls_b_a_d _________ _ 73-915-20 D INSPECTOR Duel Thomas -~~~~~---------PERMIT NO PLAN FILE# _____ _ FIELD-SAMPLE OF: Grout LOCATION OF SPECIMEN IN JOB OR STRUCTURE Retaining wall@ Bldg. B W-6 1/2-3/8 P MIX NO ____ 6_1_/_2_s_k--R--E-_-c--E-.... l .. · .. vF-'_ "'"'E_IJSLUCM. IPM-EN_M_A_i° __ o~_. B_Y_· __ ----------~-..:.--·-··- Thomas PROPOR T 10 NS "' - Pozz ADMIXTURE 9/9/74 q~Q 1 R 1974. DATE MADE-------------'--- TYPE OF CEMENT CONG SUPPLIER Riverside Wiley 11 -9/12/74 CITY OF CARLSBArf TE RECEIVED A_T LAB--------- 'Id' Department · v · t BUI mg souRcEOFROCK __ -_15_a __________ _ TIC KET NO ____ 6_9_3_6_7 _____ -'-------Due 1 Thomas INSPECTOR SIGN.~-_____________ _ AGE TESTED SPECIMEN MARKINGS DA TE T_ESTED AREA-SQ IN ULTIMATE LOAD--LBS U NI T S TR F.SS -PS I ' --·- SPECIFIED STRENGTH AT 28 DAYS I DAYS LABORATORY TEST DATA 7 I DAYS I· DAYS 28 I DAYS I DAY~ · ·11895 ·11896 11897 9/16/74 10/7/74 HOLD 9. _00 13300 1480........,.,.,,, 2000 SPECIAL INFORMATION --------------------------------- ADDITIONAL DISTRIBUTION ENGINEER ., I . . . 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS , INC. S;tn Oleiio. Cillf. 92111 Phone 292-0660 INSPECTORS WEEKLY REPORT ~ I {Dt/ l FOR WEEK .. 6 ... &-~ .... , 197'{: NO. ENDING ON I r-, n COVERING WORK PERFO_RMED LJ t"\t •• :-..1~~.:cc CCNSRE.TE c....., c;;P!l(T. 51 !:EL .l\::>SE/'.~BL Y O GLUE· LAM. i'ARRlCATION WHICH REQUIRED APPROVAL BY 0 PRE. STRESSED CONCRETr;: 0 RE I NFORCEO GYPSUM [j OTHER THE SPECIAL INSPECTOR OF B REINFORCED MASONRY 0 PILE DRIVING ... ················· ............. -~ ........ JOB ADDRESS BUILDING PERMIT NUMBER I PLAN FILE NU·-1.BER ~S'L~ .LA ~r/J A-ve 7S-9--z--o OWNER OR PROJECT NAME ARCHl,TECT t..A Cc1. <:-,A .:1::Jc . . ffJ/1~ CcL. L/1. tu/} C H ·-r CONS TR. MAT'~-(TYPE, GRADE·: ETC.)! DESIGN STRENGTH I SOURCE OR MFGR. ENGINEER /J/J rr5oit.J /2.. ~. ';?C::,e, ~1 . ..<o-s/21-/ DE;SCRl·BE MAT'L. (MI.X OESIGN, RE-BAR GRADE 6 MFGR., WELD•ROD, ETC:) GENERAL CONTRACTOR t:c.~6.JrK _ ... 11-61s--</o 6L-So~ CONTR. DOING REPORTEDWORK /Y.ltJA I °ff/? : /; z.. :==-b1rr M~)JJ o/· _::, LAB. RECEIVING 8<. TESTING CONSTR. MA1"L. SAMPLES .. j:)~ I INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. DATE INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER, TYPE, 8< !DENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKE.Dj ETC. %ht/ / .,u, <'~...i ... C:Fc--:L> A14-z,,,i.J.A,.., 1v~~.K"-/"I .., / ,Rcr..it!.i/fl hi'!? w,-,u_ , ,.t;.-;,;e. A/fu. a ,. '"7';;ok"' m tJ,,er#/f? ~<;;,,;:.y <. vi,,, G"Al' /!:.-,Som -r;,::;-NT !YI!!. /ls::' hJ~£.L-. 4 . <. .,. • t~ ·: • -.. .. ' ....... ___../"'11.....,,r,.....,.'W"'"I,......,. Il.111\.J.r.il V ~IJ )t't-i.LXl~/4· "ITV r'\I:" ,-. A 01 C'O An ._.. .. I I VI ....,. "\I,._"'"""'• ,.,_ Building Department .. -- ~. CERTIFICATION OF COMPLIANCE ~/;:__L~~~ I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORl<, UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO · COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, AND APPLICABLE SECTIONS OF THE GOVERNING BUILDING LAWS. . ~5; ; 15;;~ REGISTERED INS::~:;_ ,'DATE/OF REPORT REGISTEq NUMSER , 7895 Convoi,, Court San Oleao. Calif. 92111 Phone 292-0660 PROFESSIONAL REGISTERED INSPECTIONS , INC. INSPECTORS WEEKLY REPORT ..-------,.------------- COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY. THE SPECIAL INSPECTOR OF A-.bS OWN ER OR PROJECT NAME [J l'\t:Ji<t/V~CCC c~rr::RE:"£ D PRE-STRESSED CONCRETE ~ RE I NFORc'ED MASONRY. · DESCRI SE M_AT',L. (Ml X DESIGN, R E•BAR GRADE t, MFGR •• WELD•ROD. ETC.) FoR WEEK ENDING ON NO. 19 0 <;TR!ICT. SH:EL u.:,,SE~·3LY D GLUE-LAM. FARfdCATIQN D _REINFORCED GYPSl)M D OTHER D p I LE DRIVING .......................................... . BUILDING PERMIT NUMBER · PLAN FILE NUMBER ;./--T ENGINEER CONTR. DOING REPORTEDWORK MA-1,hJ LAB, RECEIVING 6' TESTING CONSTR. MAT'L •. SAMPLES ~ INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMP.LES· l'AKE.N, WORK REJECTED, JOB PR.OBLEM·s, PROGRESS, REMARKS, ETC. DATE · INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED; NUMBER. TYPE, & IOENT. NO'S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE, H.T. BOLTS TORQUED) CHECKEDj ETC. CERTIFICATION OF COMPLIANCE I HERESY CERTIFY THAT I HAVE INSPECTED ALL OF THE ABOVE REPORTED. WORX. UNLESS OTHERWISE NOTED, I HAVE FOUND THIS WORK TO COMPLY WITH THE APPROVED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS OF THE .GOVERNING BUILDING LAWS. 74 CITY OE-CA . Uild" rRLSBAD mg Depart RE:GlSTf;:R NUMBER 7895 Convo, Court San Dleio. C:a!if. 92111 Phon~ 292-0660 I PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTORS WEEKLY REPOIT I ,.,.,.-_ ,/ _____ ....,._.F_O_R_W_E_E_>< __________ t/__, .s, OLt No. END•N,;; ON 50 /.l ll G . 197.,... ' COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY . THE SPECIAL INSPECTOR OF /.8 Rf, 11\/FORCED CONCRETE 1 PRE. STRESSFO CONCRETE REINFORCED MASONRY ve .. SOURCE OR Us:'GA. ::Esc~·eE uaT·i.. ...,.,. OEs·G~ RE.e.ut G,.A::)t • '4FCR h E 1.. D• ROD E TC. 1 0 STRLJCT. C.T! fl AS<;fYfll Y. 0 GLUE. LAM. FABRICATION D ·RE1NFORCH1 r,yP~1,'-1 D OTHER D PILE [)RI\/IN(; ARCHITECT ENGl"<EER /4::DSH I GENERA-\.. C'O"'TRACTOR &-$6 tJ CON TR. oo:""4G REPORTt.c"woR~ . rr IJ1 14 J . 1...AB, RECEIVING & TESTING C:>NSTR. MAi"1.. SAMPL.£5 -l INSP'N. DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN. ·woRK REJECTED. JOB PROBLfMS, PROGRESS. REMARKS. ETC. INCL.I.JOE~ rNFOR'-AATION At!IOUT -..... OUN TS O,,..ti.AAl'ERIAL. PLACEO OR WOA.,c PrRFORMEr., NUMAEA TYPE & tOENT. Nr'>*~ :)J:' TEST SA•.U'L£S TAKEN: 5TRUCT. C0,,.,.~ECTl0"'15 (._.,ELOSMAOE :.--t T. BOLTS TOJ:IQU[OI CHECKED; ETC. a-..,,__,___:__~...:c:...-<::.""'~-'.::,=----=c=---=-'· ...:::tJ;:...:--..D=-__;x::..:::ei~m....:..:.A...:2..::;.!· e=-""..!.?°J..:~..::111'~11.1~ r i-A f-1; 1,/ t"'\>' ee:,14-,.rJ 6.J11-t:.-1.. w & cf I CERTIFICA TIO~ OF COMPLIANCE · I HEREBY CERTIFY THAT I HAV.E INSPECTED ALL OF lHE ABOVE REPORTED WORK UNLESS OTH{RWISE NOTED. I HAVE FOUND THIS WORK T.O CO'A?l Y WITH THE APPRQ1/ED PLANS, SPECIFICATIONS, ANO APPLICABLE SECTIONS Of THE GOVERNING BUILDING LAWS. :>. v.· 7895 Convoy Court San Oleao. Calif. 9211 l Phont 292-06~0 PROFESSIONAL REGISTERED ·INSPECTIONS , INC. INSPECTois WEEKLY REPORT 1.t,... 1 ------~---~-----------, ..,..,,.., Fol'lwEE>< ;·-7 19V/',/ NO. ENOINC ON ' /'I""" COVERING WORK PERFORMED WHICH REQUI.RED APPROVAL SY ,SJ2-l?@-T•el'R-O Rf.l"lF01'1CED ~ONCRET£ PRE. STRESSFb CONCRETE S-TRtiCT. <;T ! Ft AS5f"'AL Y RE INFORCffl f,i'PS11M ·pl LE r:R Iv I Nr; FAARICATIGN OTHER INSP'N. DATE LOCATIONS OF WORK INSPECTED. '!'.EST SAMPLES-TAKEN. WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC. INC·t.UOES tNF"OAMATION ABOUT -AMOUP\ITS OF'"4ATER1Al.. PLACED oR-wORlo< PtRF"ORti.4£~, NU>wtAER TYPE' e. IOE"NT. f',,ff)·~ ,:>F TESf SAMPLE'S TAKEN; 5TRUCT, C9N...,ECTl<;)NS (~ELOSMAO·E .HT. BOLTS TO~Q,LJ[OI CHECKED; ETC. 1 I CERTIFICATION OF COMPLIANCE I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ABOVE REPORTED WORX UNLESS. OTHERWISE NOTED, I HAVE FOUND THIS WORX TO COMPtY WlfH THE APPROVED PLANS, Sf'ECIFICATIONS, AND APPLICABLE SECTIONS Of THE GOVERNING BUltDING LAWS. ~· ; ... ,., .. ,Af ~r >Jr~-,:::.;.;,:::.Q ,ffey:: .~ZJQ ,,r;p~ S;.,'? /4/ / c:: ¢11. CifG.IS ..... ~ "'-1.t.;Vf'ER 7895 ConvoY Court , San DtHO. Calif. 921-1 I -Phone 292-0660 PROFESSIONAL REGISTERED INSPECTIONS ; INC. INS?ECTOI$ WEEKLY JEPOlT / € () 4 --------.-Fo-,.-.,..-E -E ,.---------. -l 9--"'l-""'II C COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY D Rf. llllFClRCEO CONCRETE 0 PRE> STRESSFO-CONCRETE IIIFORCECl MASONRY NO. , ENDING ON O Ii O STRllCT. ~TE Ft AS<;fvALY GLu£.uw. F"A8RICATION 0 'REINFORCfO(,YP'.:,1•~-Q.THE'R 0 PILE [':RIVINr. eu1LDl,..G PER"41T NuMAER PL.AN J:°Jl.E. .... u•-·H~EPI ~-9/· J~o/J-c> /c? L---- INSP'N. DATE LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBL!'MS, PROGRESS REMAR.KS, ETC. INCLUDE5 IN~OFHAATION ABOUT -AMOUNTS OF'-4ATERIAL PLACED OR WQJ:i)( P('RF"OJ:IMEr, N\JMAER TYPE & IOE:NT. No·-s :,r: TEST s.a.,, •. u:>LE"S l4KEN: STRUCT CONNECTIONSIVvELOSMAOE ~ ,:. e-oLTS TORQU[Dl CH£Clo(E0j ETC. ('.) p Ir). . ViAY 1 5 1974 Building:Oepfl~r'nc!A~ oF coMPLIANcE I HEREBY CERTIFY THAT I HAVE INSPECTED All Of THE A80VE REPORTED WORX UNLESS OTHERWISE NOTED. I HAVE FOUND THIS WORK TO COMPl Y WITl-i THE APPROVED PLANS. SPECIFICATIONS, AND APPUCABLE SECTIONS OF THE GOVERNING BUILDING LAWS. · I Af,:;1s,Tt,f:.J "\.JVf'ER __ :/ 'trl c. ( ( C C PROFESSIONAL REGISTERED INSPECTIONS. INC .. · INSPECTIONS ·• TESTING • ENGINEERING . 7895 CONVOY COURT. SAN DIEGO. CA 92111 1714) 292-0660 · TEST REPORT -COll'IES TO: JOB ADDRESS 0 OWNER 0 CLIENT 0 ARCHITECT 0 INSPECTOR FIELD'SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE La Costa de Ma rbel 1 a 2 25 La Costa Ave. Olson Dev. Co. II II Samuel Wacht Melvin Fago_r- Mortar A B C Bldg_. H Stairs Car MIX NO --~-~---------~--- 1970 Type S PROPORTIONS---------------~ ADMIXTURE ________________ _ Riverside 11 TYPE OF CEMENT ______________ _ CONG SUPPLIER ______________ _ TICKET NO --------------'---- Joa NO. J 504 sb PHONE 436-2723 0 CONTRACTOR Dittman Masonry 0 ENGINEER Paul Y. Koshi 0 BLDG AUTH Carlsbad PERMIT NO. 73-921 PLAN FILE# 102 Me 1 v i n Fa got SPECIMEN MADE BY: ____________ ~ SLUMP_. ________________ _ . 5/3/74 DATEMADE-----------------'- 5/7/74 DATE RECEIVED AT LAB. ___________ _ sand Sorrento J' SOURCE OF R96-K ______________ _ I NSP EC TOR SIGN. ____ M_e_l_v_i_n___,cf_a_g_o_t ____ _ LABORATORY TEST DATA AGE TESTED l DAYS 7 .1 DAY_S I DAYS 28 I DAYS I DAYS SPECIMEN MARKINGS 10542 10543. 10544 DATE TESTED 5/10/74 5/31/74 Hold AREA~SQ IN 3. 14 . UL Tl MATE LOAD~LBS 6500 ,I UNIT STRESS-PSI -~ atll.lV1 ~-D2010 SPECIFIED STRENGTH J.'-.I,.: '._.. ' 2000 AT28 DAYS H f\'v l r:, ,97A " SPECIAL INFORMATION . f cARLs:eAO -crr'l er oepartrnent ADornoNAL 01srn1sun0Nau\\d\ng · _, ·~ I ,_ ( ( ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT..,.. co,,es to: JOB HO. 1504 La Costa de Marbe 1 J a JOB-----------------'------------------------ Carl s·ba~::) . ADDA ESS_· ---'c""'"::s;:;=2=4=2=5=La=C::o::s:;:;;ta::;::;A;::;v~e;;. ;;' =;;;;;;;;;--...-~--PHONE 436-2723 0 ow N ER ___ -__ O_J s_o_n_D_e_v_._C_o_. ____ _ D CONTRACTOR D-i ttman Masonry II 11 0 CLIENT----~------------D ENGINEER Paul Y. Koshi . O ARCHITECT _____ S_a_m_u_e_l _W_a_c_h_t ________ _ D BLDG. AUTH Carlsbad O INSPECTOR _____ M_e_l_v_i_n_F_a..,_go_t----______ _ PER.MIT NO 73-9 PLAN FILE# 102 FIELD' SAMPLE OF: Grout DEF L·OCATION.OF SPECIMEN IN JOB OR STRUCTURE Bldg. K East waJ l MIX NO 84852 SPECIMEN MADE sv·: -Melvin Fagot PROPORTIONS 6.5 s!< SLUMP 1011 + ADMIXTURE Pozz 300 + MBVR DATE MADE 5/3/74 Colton I 5/7/74 TYPE OF CEMENT bATE RECEIVED AT LAB. CONG SUPPLIER Con Rock SOURCE OF ROCK Con Rock/ TICKET NO. 9-98061 INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKlNGS .] 0551 10553 ·. DATE TESTED 5/10/74 AREA-SQ IN 3 .. 14 ULTIMATE LOAD-'LBS R UNIT STRESS-PSI SPECIFIED STRENGTH AT 28 DAYS 5/31/74 Hold 2000 SPECIAL INFORMATION --------------'--------------------- ADDITIONAL DISTRIBUTION . RESPECTFULL v s'nJT/,;o 1 A -gy __ l!_tftr I~ C ( ( ~----------·---~-~---. C ·( PROFESSIONAL REGISTERED INSPECTIONS, INC .. INSPECTIONS • TESTING • ENGINEERING . 1895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT -CO,tES TO: JOB NO. 1504 la Costa De Marbella JQ8 _______ -=============::::::=----------------- c::::I431 & 2433 La Costa Ave. _:=) PHONE __________ __, __ ADDRESS. . 0 .OWNER B. E. M. Devdlo_pers D CONTRACTOR 01 sen Development D CLIENT----,---------------D ENGINEER. Paul Rosh i · D ARC HJ TEC T _____ S_a_m_u-'-a_l_W-'-ac_h_t __ ;_' __ _ D BLDG. AUTH City Of Carlsbad --73-914 0 iNSPECTbR _____ B_r_i_n_d_l_e~•-------PERMIT NO. ]3-9i 5 PLAN FILE# ________ _ FIELD-SAMPLE OF: Mortar LOCATION OF SPECIMEN iN JOB OR STRUCTURE Bldgs. A & B to First Lift. MIXNO __________ T~y~p_e_·_s _____ -__ SPECIMEN MADE BY: Joe Brindle ------'----------- PROPORTIONS 1 Cement; 4 Sand;½ LimesLUMP_,_ ___ ~------------- ADMIXTURE ----------------------DA TE MADE __ 4~/_)_8~/~7_4 __________ _ TYPE o F OEM ENT ~--~R_i_v_e_r_s_i _de ____ . _I _, _______ _ DA TE RECEIVED AT LAB . ....,------------ CONG SUPPLIER _____ J_o_b_M_i x _______ _ SOURCE OF ROCK _____________ _ TIC KET NO. ________________ _ iNSPECTOR SIGN. _J_o-'-e_B_r-'i n_d_l_e ________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIME-1\,1 MARKINGS 10225 10226 10227 DA TE TESTED 4/25/74 · 5/16/74 Hold- AREA-SQ IN 3. 14 · 7650 AT 28 DAYS 2000 SPECIAL IN FOR MA TIO N ---------"-------------------------- ADDITIONAL DISTRIBUTION. · _RESP!=CTFULL \ 1u~~TED n 8V. ~-~~ ( \ PROFESSIONAL REGISTERED INSPECTIONS; INC. INSPECTIONS o TESTING II ENGINEERING 7895 CONVOY COURT, SAN DIF.GO, CA. 92111 £71~} 232·066(.} TEST ~£PORT -COl't!S TO: JO~NO. - ---""'----------------.-· 0 cowr.AAc:roR.,.. ____ o.,,'"'i;.,.,.t.,.,.t.,,,m,...an .... ; __ , _. __________ _ tJ CLIENT-------------------D ENGTNEER· .... _· ----~ ... o .... s: ..... · h ..... f _____ -.--~----'-----''..,.. . 0 ARCH1TfCT . \./acht 0 s·uro: _,((,tJ TH _.....,. ________________ _ 0 I NSP EC TOR Tho=m=a..._s ____ _,_ ___________ _ PERMIT N0 __ J_J_:.:._9_l_l__.... PLA:N FILE 11 -----'---- ---:-;-=::::=;::=========;:;::=-;:=:;.:;:··.,.:;···=· FIEl.0-SAMPLE OF: Mortar ======-=-====--=------~=---==""""'_,.;_ ..... _....,.,...,..,'T:'::.......,=-=-n""'==·=--o~-.,.""===;=;:; LOCATION OF SPECIMEN . HI JOB QA STRUCTURE ' . West Corner Retaining Wall, Building C __ ..;c=,, =========~==-·-.. •. V ED . . .· -~= Ml X NO -,------.-. -.---B-.... E--..... '-c __ E __ I_ :sPECrME:N M_ADE-B'Y: __ T_h_o_m_as_·-------.,.-·-~ PAOPOR r 10 NS .... -__ :_. ·_.,..~,t.,.,..,..~-~'.,_;.,...?--·-----,~-, -/-'f.~r-:..-4.\.~14 UMP &'"28-_;,, ADM! X TURE --,-, -......... -------C-\TY 6f. CARL§13'A~ADE . -8-29-74 . 0 ai·tmen L · . TYPE OF CE MEN r _· __ ··-----------,---+-BH-Ut+\\t+dt+inl-+gFr--........ e_g CATE RE;C.Ef\'EO, AT LAB ------,--,----- . Cb NC SUPPLIER ---------------......------ Sorrento SOURCE. OF ROC'K -,-, --,..------------- TICKET NO ·---------------- Thomas ·JNSPE:C.TORS,JGr:l.. ____________ ~- "" LA.BORA'rORY TES,T O~TA j DAYS I o:·~s .A ~-r-· , rDAYS. I I 'DAYS I A-GE" TESTf;D '! 28' .B I DAYS I 1 C - SPECIMEN MAR.KINGS 11823 l l824 11825 DATE TESTED 9-4 9-25 Ho1d AREA-SQ !N 3. 14 UL Tl~l,ATE LOAD--LSS 9,700 .. ~ .,,,,,.,,-:::--~__) lJ NI T S TRESS -PS I 3,090 --= -··---¥ I 2,00~ r •• SPECIFIED STRENGTH · AT 28 DAYS -.::r.:..-=-~--==~-= --;::.;==:.-.iai:.:.t.1 ..... SPECIAL JNFOAMA PON -------------------------------------- AOO1 f!ONAL DIS TAIBUTION ( C (:. C C RE CEIVE·D . PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY C.OURT, SAN DIEGO, CA 92111 CITY OF C . . c1141 2s2-osso . Bui id' DAR LS BAD · , . mg. epartment . . .. TEST REPORT-COPIES TO: JOI NO. 1504 JOB· . La·.costa deMarbe11a- AD0RESS JC~;~o·~~~~~~:e.. siijS&U PHDNE~-- .O·owNEA ~ · ·' B. E. M. Developers ·Inc.,· OcoNTRACTOR Olson Constructors . D CUENT __ . __ . --· ----O ___ l ___ s_o .... n __ C .... o_n_s_t __ r_,u ..... c--.·t_o_~-s_·----0.ENGINEER · Paul .Koshi & Ass·oc • . [] ARCH I rec i-....... ___ s""·a_m_u_e..,.·l_W ___ ~_c_ti_t _____ -,--____ ___ OsLbG. AUTH.. ,l:carlsbad,...;.1;...., --~---'-"---'- · . O +NSf'EC TOR ______ . _Ke_n __ .. _H_u_m_p_h""'"r_-e ___ y __ . ·--· -----PERMn NO. 13-91 s _ PLAN FILE#------ '·FIEL~ SA:MPl.f; OF: Mortar· LQCATIONOFSP£CIM£N Reta_ini~g wall down··; slopea,;· street· IN JOlJ 9R STRUCTURE· PROPOATiONS "-' _ _,.... __ T_y_p ___ e...;.,.S...,..,.. ,_· ------------------- ADMIXTURE~-----------,-,---------- f>o rt l atid TYPE OF CEMENT'-----------,--------....... -,------ · CONC. SUPPLIER ______________ _ TIC KET NO.----------------......... -------------- Ken Humphrey SPEOI M Efl! MADE ·s '(: '--'' ·--'-,--------,,--------------+-- S·LUMP -----------'------------------ 6/13/74 OATEMAPE--------'---------- 6/14/74 OAT~ RECEIVED AT LAB. _____________ _ Ken Humphrey SOUR~EOFROCK _____________ _ INSPECTOR SIG·N. ----------------'--- LABORATORY TEST tlATA AGE TESTED I DAYS 7 J ~AYS ., DAYS 28 I DAYS I DAYS - .. SPECIMEN MARKINGS 11252. 11253 11254 ., DA TE TESTE"O 6/20/74 7/11/74 Hald .. --. .. '. .. AREA-SQ. IN ... 3 .14 .. ULTIMATE LOAD-l1;3S. 6-=tOO ... --· c------~ .UNIT STRESS-PSI.' . 2005 . -~ ------· - SPECIFIED STRENGTH. AT2!! DA '(S .· -..J 1-' _2_0_00 __ ! 1 SPECIAL -I NFOA MA TIO N: ------------------~------------------------------~ ADDITIONAi. DISTRH3UTION. ' ~ ,JI PROFESSIONAL REGISTERED II\ISPECTIONS, INC. INSPECTIONS " TESTING • ENGINEERING 7$95 CONVOY COURT. SAN DIEGO; _CA 92111 17141 292·066G · TEST REP_9.B-T->0'1 JOI NO. 1504 JO·~/ .La Costa de Marbel la ~oAESs~ · 2425 La Costa :·;~ ~· . . . PH~~tEtmann D~ -=R:~1. . :D ~ON TRACTOR _____________ _ Koshi _ ~ ~~ 'a~ \~1A o ENGINEER· 0 CLIENT D W h r.J · Carlsbad · ARCHITECT __ a_c_t __________ __,,..._e""A1tJ s.LDG AUTH ----------'---·---- of CA~LSD t . . -· LJ INSPECTOR_..=D:.:::u~e:.!.1_.:..T.!.!.ho::.:m~a::.:S:::.-_..,~~~-H@~.i.;t!!,;.;..\lle~EAMIT NO 73 9l 5to2 0 PLAN FILE# _____ _ FIELD SAMPLE OF: Grout = LOCATl()N O.F SPECIMEN IN JOB OR STRUCTURE · Retaining ~a]l @ Bldg. E · Mix No ____ w_-6_1_I_2_-3_/_B_P ___ -'----SPEC! MEN MADE BY. __ D_u_e_l _________ _ 6 1/2 k 10 1/2~ PROPORTIONS _____ s _______ -_________ . ·SL UMP -------------"-----....a...--=----- ~Pozz ADMIX fURE ---------------'----DATEMADE_-_9_/_l_l/_7_4 __ ,-.c--------- TYPE OF CEMENT __ R_i_v_e_r_s_i_d_e_l _1 __ -____ _ DA TE RECEIVED AT LAB. __ 9_/_1_2_/_]_4 _______ _ 90NC SUPPLIER _._W_i_Je_y ____________ _ Vista SOURCE OF AOC K ------------'---- TICKET NO· ·-'-__ 6_9_6_2_o._· __________ _ Due 1 Thomas INSPECTOR SIGN ______________ _ LABORATORY-TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS SPECIMEN -MARKINGS 11892 11893 11894 DATE TESTED 9/19/74 10/9/74 AREA--SO.IN 9._00 -ULTIMATE LOAD-LBS 10900 UNIT STRESS-PSI 1210 ·--- -SPECIFIED STRENGTH AT 28 DAYS 2000 SPECIAL I NFORi,.1A TION ---------------------------------~ ADfll TIONAL DISTRIBUTION RESPECTFULLY SUBMITTED BY~ £h~.--- . ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVO_Y COURT, SAN DIEGO, CA 92111 1.e-s~ o: JOII HO. La ·Costa de Marbella ______ L_a_C_o_s_ta ___ =..=-----------PH.ONf: __ .,___....,....11-F-_____ _ D CONTAACTOR __ b_i_t_t_m_a_n_n ________ _ 0 CLIENT ________________ _ D ENGiNEER"....;.._· __ K,,_o_s_h_i __________ _ 0 ARCHITECT __ W_e_c_h_t ___________ .a..._ o BLDG AUTH ___ Ca_r_]s_b_a_d __________ _ O INSPECTOR __ D~u~e~l'--T~h~o~m=a~s~---------PERMIT NO ~7~3 __ 9_1_5 __ PLAN FILE /I ___ _ FlfLO-SAMPLE OF: Mortar =========================================--.= LOCATION OF SPECIMEN IN Jo'B OR STRUCTURE . Center of Retaining Wa 11 , B 1 dg •. A MIXNO ------------------SPECIMEN MADE ~y. __ T_ho_m_a_s_· --------- PROPOR T 10 NS __ . ~] _: _] /_4_:_3 __________ _ SLUMP _________________ _ ADMIXTURE ________________ _ DA TE MADE __ 8_/_2_G_/_7_4 __________ _ r YP ~ OF c EM ENT _R_i_v_e_r_s_i_d_e_l_l ________ _ DATE RECEIVED AT LAB. __ 8_/_2_7_/_7_4 _____ _.__ CONG SUPPLIER---------------. SOURCE OF ROCK---~----------- TICKET NO ·-----------------I NSP EC TOR SIGN __ D_u_e_l _T_h_o_m_a_s ________ _ LABORATORY TEST DATA AC3E TESTED I DAYS 7 I DAYS · I DAYS 28 · I DAYS DAY$. SPECIMEN MARKINGS 1180] 1 l 802 11803 DA TE TES TED 9/2/74 9/23/74 HOLD AREA--S0 IN 3. l 4 3. 14 J A,( U L T I MA TE LO A D -LBS 10300 12100 ;y~ . - \J NI T S TR FSS -P$ I 3280 3855 ?11;. )Y =-.:--=-=-...--::1-::-.:::_ .. !,PFC1F1E;D STRENGTH 2000 AT 28 DAYS ' .. AOOI fJONAL DISTRIBUTION RESPECTFULLY SUBMITTED . / BY .. AYd / /rf,L'. ;;_:::;;:-ENGINEER .=---.. ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN OIEGO, CA 92111 (7141 292-0650 ,1HTO: JOI NO. La Costa de Marbella :.:::;;;2;4;2;5=::La=C=o=s=t=a:::;:;::,A•v_e_ncu=-...-------=------PHONE ______ ..,;._ ___ _ -'D OWNER ___ __,.. _______________ 0 coNTRACTOR--------P .... i~t-tro.,..a .... o..._ ____ _ D CLIENT ___________________ _ 0 e NGIN EEA'_-__ ....JK .... o...,s ... b ..... i ________ _ 0 ARCHITECT _W-'· a-cc;..;.h.;..;t;..;._ _______ ....,... ______ __ 0 BLDG AUTH _______________ _ D 1NSPECTOR_T~h~o-m=a~s-----~------PERMIT NO ....___7_3_-_9_t_?_PLAN FILE 11 __ _ FIELD' SAMPL_E OF: LOCAi'tON OF SPECIMEN IN JOB OR STRUCTURE Mortar West Corner Retaining Wa 11 , Bu i1 di rig C ==========================================---=-·-- Thomas . MIX NO-------------------------SPECIMEN MADE BY.------------ RE CElVELDP __ ------ ' A.D MI x" TUR E -....:----------,--------,---,,· "",• DAT E'MADE ____ ,-8_-_2_8_-_7_4--,-_____ ,.___ II -~'(>l-7 1~1tt . TYPE OF CEMENT ________ _._..,,$c..-.______ DA-TE RECEIVED AT LAB. _B_-_2_9_-_7_4 _______ ___,, PROPO RT 10 NS l /4 3 CONC SUPPLIER -------c-rP/ ... -... · .... o...,.F_· _c..,..A_~-~~~CE ~FROCK ___ s_o_r_re_n_t_0 ..,.._ ____ ___ 6. u\\ding Oep . . . Thomas INSPECTOR SIGN.------------'-----J IC KET NO ·------------------ LABORATORY TEST DATA AGE TESTED I DAYS 7 j DAYS A I DAYS 28 I DAYS B I DAYS C SPECIMEN MARKINGS 11823 11824 11825 DATE TESTED 9-4 9-25 Hold ARE-A-SO IN , 3. 14 · 3. 14 UUIMATE LOAD-LBS 9,700 J6knn UNIT STRESS--PSI 3,090 ( V" s;; (Pt-fi ~) J a==;-:------=--- SPECIFIED STRENGTH 2,000 AT28 DAYS SPECIAL INFQRMA TION --------------------------------- t,DOlTIONA~ DISTRIBUTION RESPECTFULL,V SUBMITTED :,,/ ·BY · &/ c// ~~r /ENGINEER 7895 Convoy Court San Dleao. Calif. 9211 t Phon2 292-0660 PROFESSIONAL REGISTERED INSPECTIONS , INC. · INSPECTORS WEEKLY "=p~1Tr# l ~c)'f ,-No ____ .;_ __ l_;_~~-,-:~-E-;_N ___ a_1 ___ 2_7 ____ 1_97_f_l __ _ covf R1NG woRK PERFOR1,1Eo4· 0 RF 1111FnRcEr cnNCRE'TE · ·w H I c H R E o u ·, ~A•P'P-R·o'Vl't"'i .~E • srn £ s SF fl c o·-;c RE.TE . THE _SP_y-•wff'C""1NSPEC_TOR OF II Rf~ASONR) ··"E'-c;,..._..,. ETC ·1 DESIGN ST"ENGT'"' I sov,RCE OR "'"G '; I . . :-Fs~R 8£.vAT"._ ..... 1 .. ~s ~"'-4 ~£.e,A,,CI GRAQE. l.AFCR hE'.l..O•AOO ETC\ Mctl.Tt.HL-3 s~o.J· I C(':.m&..v-r'-1/4 L;,.'I(;,. C, 1z.o~J. T-;:r 'jl.f 8'£2 .. / (s,, S S.1.!. /1.-0.ao f.'SJ / CoN ~cc,c:.... ) D STR\ICT. ST!Fl A',<;fVAl) D Rf INF_ORC[f) (,);'>•,, ... , ·o P IL f r R I V I 'l·': ARCMI T EC T D GLUE • LAM 'ARR ICAT I CN D OTHFR ') A-m u 6 <--l· /J ;9-e H r ENGINEER p ft. v 1..... 'f. /( 6$ /-ft G E N·£ R A '-CO "I T ~ a. C TO A Ocs ON Ve:vC-t.,O'/'m 6,vr G, · ----------------1 C ON T R. D Q · "-a G RE~ OR T f C WO R"" 7); rT}Vl1tµ""l m ,~ o µ~~r. -.... AB. RECEtVINC,.. & TE:STl""G c:,NsT,R. MAT·L. S1J,.MP~E5 . P. (2_ I _/ '-' L , ll"'SP'.N. DATE LOCATIONS 0~ wORK INSPECTED. TEST ~AMPLES T_AKEN. WORK R!;JECTED. JOB PROBLFMS, PROGRESS. REMARKS, ETC. 1Nc._...:0Es1-..~c.R...,.._Tto,.,. •eou-r -•"-"ou""'TSOF'"-"ATER1•1... PLACEOOR ....,OR~ Pr~J:"OAtr..AF..rr NU"'-ARER Tv?F e. 10£N-r Ne·~ :,,: TEST SA .... P1,...£S lA~EN: STRuCT CON,,,,.E.CTI0'"',15t'hELOSMA0£ ..... T. BOLT~ TQAQu£D1 CHECKED, ETC. - .• I );::_ .. ,>---------------------------------'------------------------j;:: <. .. ) j I I , . .., le ~r ·sar.,)7/,,J Gr.rs, c.,o,e-Ner/4-i:> F 13L--PG. f<. -I I. i I I '' ' ' , . CERTIFICATION OF COMPLIANCE r HfRfBY· CE·Rl,F'r 1HAl I HAVE il'<SPECTED All OF THE: ABOVE REPORTED t.-nR>< l!NtESS OTHERWISE NOTED. I . HAVE FOUND THIS WORK TO CuMPl Y WI lH ThE APPROVE:) Pt ANS, SPECIFICATIONS, AND APPllCABLE SECTIONS Of THf GOVERNING BUILDING LAWS . ~ '''f', ,,, L-.Jt,/11.,.j)/NC 7 · DVr,nT..,.,. __ _ t"\t"\~ "' ·-.. !JUI t;J /~/4 BUIiding Departme'nt · 7895 Convoy Court -PROFESSIONAL REGISTERED INSPECTIONS , INC3 San Dieao. C3lllf. 921 u Phon2 292-0660 INSPECTORS WEEKI. Y R~Oi_T #'" ,..... 4-· I 1-10. I FOR W£ 'E;-,< c:, -2.-'-I _19]1/ · 121 f";::;o · ENDING ON 1, COVE RING woRX PERFORMED D Rf I 'IF l)RCEf' cn111CRP E .o STRl'C:. C.THl A>;<:f'-'Rl 'r 0 GLllt -l AA>. FAARICATIC.N WH ~:t,J.l•R'f~1"R!0'V•A•b,.s.r____ 0 PRE. S TRE55f (' CONCRETE 0 Rf I 11,F'l)RC.f n r.' r' '·~· D OTHER J)'i' sPfC!AL INSPECTOR OF "'lil-~Rcrn· vASONR'r 0 PI L f ·r RI\; I 'IJ': ·. ref? it~ i's-~ 8t..llL DING P£Ru1 f NV).Af\fA I P~AN s:-1 .... e: ~uMeEA L-A-CO$ Tl"t ~c=. r"/,3. -fZ L.... Q..,i.",1f'ACA ~A;:, f,: + ',,/ A'-'E \, ARC~uTECl . C1r (-A:>s r·A ue /41 IHZ-.i3J bL.~~ ,. ~ ~ u G-L j AJ f't-C-i-i-1 - ~;-:-...-,~A ......... -••rf~ ;;RA....'")f E TC I DESIGN STRE~CT~ t ~ ENGINE'["1 \ ...__ .. I I p,4-'-11... Y~ {co51+I 4 ~-:;;c,c., :"' E' _SC A erv~-r--.., .... . :JES•G""' "1 E'•B ..... G .. A::>E A .,...J."GR ... EL O•AOO ETC I GE"-tEAAl.. CO'-'TR.a.cTos:; f'v16~T1TTL -3 c:; /"Tl'-' f,) (Gc.-vn.e,-r 'l2 Ci mG-c::) {,.,.$ if:;~ 2>&:c! ~ G 4 CON'TR. 00 "IG REPQAT EC' ~OR°)'(~ ·1;> i T-'7" IYJ rrrvvJ /vt IT"'> (1"4' ~'(" _AB ~E.CE!VINC. ~ r E: ST 11·-..G C'::iNS.TR. a.A&f•L.. SAMPt..£5 P IZ I. J AJ'- INSP'N. LOCATIONS 01' WORK . INSPECTED-. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLfMS. PROG_RESS. REMARi<S, ETC. DATE l'NC ... ...:OES INJ:'CR,..,.ATION A.BOU,. -.A""'0U""' TS OF '-"'AT ERIA'L PL AC £0 OR W0Rf"' P(CJ~ORvEr, NUi..AAER TV PE" & 10£NT ~J:' TEST '5AVPL£5 lAM.E,-..; STRVC T co,•,P,-i£CTIO""S l'hELDS MADE '"' T. BOLTS TOR.:lUE o• c~ECK ED, ETC. i4/z,fi'7t{ ( ".:, ,:; j> ~I C-;n') '7?1...l:l-e-1 1'.'.l C-r..."I ,-= (2....& f,V F-0 ,e_,..c. i ,._,(._ <;.~;;,... 4 l J'l--y' / /..J (. C 1:::... C.o-,.J ·<--,..e,,. G-7'",..:, ~ L-0 c,...fC.. }IV {? 6-'T" f:t-/ AJ I ,uC tA-1 r:t-L L 'i3 6--(-f IN 'l) . ~..J11...D;Oc.. _y, . I ·1 c__~ r ~ M-0 /Z-,~ ~ r ! I.M. OR,,,-. ,IT7Z,.... v't-5, LIS Go- ) i : i ' I I ' i : : .. ' I : I I I I I CERTIFICATION OF COMPLIANCE l HtPEBY URf,fY fHAi I r!AVE INSPECTED ALL OF THE ABOVE REPORTED · hnl1,: 1:N1ESS OTHERWISE NOiEO. I HAVE FOUND THIS WORK TO COMPl Y WI f H !HE APPROVED Pl ANS. SPECIFICATIONS, AND APPLICABLE SECTl,•NS Of THf GOVERNING BUILDING LAWS. . . c.y c...-1 t,V,?C-f?-S fZ.-G--P re-C;;S C::::rJ..J r / IU c. -. ,. . - N0•'5 .. ( ( PROFESSIONAL AEGISTf;RED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONV.OY COURT. SAN DIEGO, CA 92111 (714) 292-0660 JOB NO. 1504 ADDRESS_--::-=-------A_v_e_n_u_e_,_C_a_r_l_s_b_a_d ___ ---:.r.------PHONE ___________ _ Dittmann Masonry D c:uE~T -~----------------D ENGINEER' __ ·_p_·a_u_l_K_o_s_h_i ____ -'----- 0 ARCHITECT Samue 1 Wacht 0 BLDG AUTH __ C_a_r_l_s_b_a_d __________ _ D INSPECTOR . Norm Hartel 1 "PERMIT NO ______ PLAN FILE# ___ _ FIELD SAMPLE OF: Grout #.1-2-3 LOCATION OF SPECIMEN ·INJOBORSTRUCTURE Retaining wall _we?t of Bldg. H MIX NO 84852 SPEC! MEN MADE ~y-__ N_o_r_m _________ _ . PROPOA T 10 NS 6.5 sk '·' SLUMP~------------------'-- ADM! XTURE Pozz 300 MBVR , DA TE MADE __ 9_/_Z_5/_7_4 _________ ~-- TYPE OF CEMENT Riverside II DATE RECEIVED AT LAB--'------------- CONG SUPPLIER S.D. Cons. ·Oceanside SOURCE OF ROCK ______________ _ . TICKET NO_ 31222 Norm Hartel 1 INSPECTOR SIGN ______________ _ LABORATORY TEST DAT"A AGE TES TED I DAYS 7 I DAYS I DAYS 28. / DAYS I DAYS SPECIMEN MARKINGS 12024 12025 12026 DATE.TESTED 10/2/74 l 0/25/74 HOLD AREA-SO 1-N 9.00 9.00 ULTIMATE LOAD-L-BS 16800 UN IT STA fSS --PS I 1810v'' -----., --·· - SPECIFIED S1RENGT!--I 2000 AT 28 QA YS SPECIAL INFORMATION ----------,---------------------------- .. AD01 flONAL DIS TRIBU-TION RESPECffULL Y SU8MI TT ED 8Y--"--"'a/2L~ · ~EER ( ( PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 1s9s GDNvov couRT. SAN 01EGO, c·A s2111 i714) 292-0Eisc TEST REPORT -~~ES''-,.O: .JOB NO. 1504 JOB · 7 La ·Costa de Marbel la . Bldg, H '. ~OORE~S~',,----24_19_L_a_·_c_o_s_t_a_A_v_e_nu~e __ C_a_r_J_s_b_a_d_·-==·=·J~·-· __ PHONE_-'~-------- O OWNER~.;,.·_...,,. ______ ..:....--------~-~=-CONTRACTOR Dittmann Masonry 0 CLIENT --------------------a...-D ENGi NEER· __ .P_a_u_l_~_o_s_h_i-________ _ 0 ARCHITECT Samuel _Wacht -"'------------------D BLDG AP TH _· _Ca_r_l s_b_a_d_~-~-------- 0 ·, NSPEC TOR __ N~o ..... r~m~H~a=r_t~e_l-1 ________ _ PERMIT NO 73-921 PL,c\N FILE#-------.. Mortar #4-5-6 ~ ===========================f="po=t======;~ FIELD SAMPLE OF: > ...a-mEG>. ,.,.._ .CF) . .en ....1-e . LOCATION OF SPECIMEN IN JOB QR STRUCTURE Retaining wal 1 west of Bldg. H i--, a:: ccs ~============================================i===.;~ r..,,..-,_ ~ Oc ¥1XNO -----------,--------- .. PROPOR r IONS ___ 3~sa_n_d_, _1 ~c_e_m_e_n_t_,_1_/_4_1_i_m_e __ ADM t'x TUR E. ----,M_i_r_a_c_J_e_L_i m-,--e _________ _ TYPE OF CEMENT _R_i_v_e_r_s_i_d_e_l_l _______ -- CONC SUPPLIER--------~----------- TIC KET NO ·--~----------------- Norm ~ SPECIMEN MADE BY. _____ _,.,F"'\~--.t= ~-CO---,- ~ Ll oc: . .$LU MP ______ .. _. ---~-t-rmT1aa~---D-' _·,--,,,r--=---~--- ,..,,_ -m DATE MADE __;9_/....,2_5_/_7_4 ___ .... NJ"""""-----(.) __ DATE RECEIVED AT LAB. ___________ _ sands s d SOU ACE OF ROC"ll: _o_r_r_e~n_t_o __ a~n---~----'-- 1 NSPEC TOR SIGN. _N_o_r_m_H_a_cr_t_e_l_l ________ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA--SQ IN UL T!l:"ATE LOAD-LBS UNiT STRESS-PSI ~-=-=-=-:-=~ SPF.C!f IED·S T RE NG TH AT 28 DAYS I DAYS 7 I DAYS 1202] 10/2/74 3. 14 5400 1noV I DAYS. 28 I DAYS I DAYS 12022 12023 10/23/74 HOLD· ~. 14 / I 2000 SPECIAL IN FOR MA TIO N --------------------~------------~ . AJDI TIONAL DISTRIBUTION RESPECTFULLY SUBMITTED ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 789S CONVOY COURT, ~AN.DIEGO, CA 92111 17141 292-0660 TO: JOB NO. 1504 ADORE _...;__2_4_2_5_La_~_o_s_t_a_A_ve_n_u_e ____________ PHONE __________ ___ Dittmann D CONTRACTOR ______________ _ 0 CLIENT ________________ _ D ENGINEER· ___ K_o_s_h_i __________ _ o· ARCHITECT Wacht ---------------D BLDG Au TH __ c_a_r_l_s_ba_d--'----------- D INSPECTOR. Duel Thomas PERMIT NO 73-915to20 PLAN FILE# ___ _ FIE-LO SAMPLE OF: Grout LOCATION OF SPECIMEN IN JOB OR STRUCTURE Retaini.ng wall @ Bldg. E · I =========================================··-· . MIX NO W-6 1/2-3/8 p Duel SPEGIMEN MADE BY· ___________ _ PROPOR T 10 NS 6 1/2 sk St !J MP ~-___ 1_0_1_/_2_" ___________ _ ADl.1I X 'fUAE Pozz-DATEMADE __ 9_/_J_J/_7_4 __________ _ TYPE OF CEMENT Riverside II DATE RECEIVED AT LAB._._9_/_12_/_7_4 _______ _ CONG SUPPLIER ~i ley SOURCE OF ROCK ___ V_i s_t_a ___________ _ . TIG KET NO. 69620. INSPECTOR SIGN. __ ._D_u_e_l _T_h_o_m_a_s ______ _ LABORATORY TEST DATA . AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 11892 11893 11894 DA TE TESTED 9/19/74 i 0/9/74 9._00_ 9.00 10900 1210 SPEC !AL INFORMATION --------'--------------------------- ,A DO• TIONA L. DIS TAIBU TION RESPECTFULLY SUBMITTED. BY dL~ .~NFFR ' i llECEll'ED -PROFESSIONAL REGISTERED INSPECTIONS, INC. lr,JSPECTIONS • TESTING • ENGINEERING ocr tJ 1,Q74 7895 CONVOY COURT, SAN 'OIEGO, CA 92111' CITY OF CA r7141 2s2-ooso Building be RLSBAD Partment · 1504 TO: JOlll HQ. La Costa de ___ 2_4_2_5_La_C_o_s_t_a_A_v_e_n_u_e_---,::,,...,_ _________ PHONE __________ _ .o CONTRACTOR __ D_i_t_t_m_a_nn _________ _ D CLIENT------''--------__,__'-----'----'---D ENGINEER·--'--K_o_s_h_i __________ _ 0 ARCHITECT _W_a_c_h_t ___________ _ D BLDG AUTH __ c_a_r_l s_b_a_d ___ ~------- D INSPECTOR Duel Thomas ·73-915-20 PERMIT NO ______ PLAN FILE# _____ _ FIELD-SAMPLE OF: Grout LOCATION OF SPECIMEN IN JQB OR STRUCTURE Retaining wa 11 @ B1-dg. B MIX NO W-6· l/2-3/8 6 1/2 sk PROPORTIONS . Pozz ADMIXTURE TYP.E OF CEMENT Riverside CONG SUPPLIER Wiley TICKET NO 69367 AGE TESTED SPECIMEN MARKINGS DA.TE TESTED AREA--SQ IN UL Tf MATE LOAD-LBS U t'-1 I T S TR FSS -PS I - SPECIFIED S1RENGTH AT 28 DAYS p II I DAYS I Thomas SPECIMEN MADE BY.:.........,,~----------- ] O'' . SLUMP--~-----------'------ 9/9/74. DATE MADE---------------- 9/12/74 DATE RECEIVED AT LAB·------------ Vista SOURCEOFROCK....,..---~--------- 0u.e 1 Thomas INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA . 7. I DAYS I DAYS 28 I DAYS I DAY~ 11895 .. 11896 11897 9/16/74 ' 10/7/74 HOLD 9.00 9.00 13300 22300 -~ . ij,,..,.. tl ,{A. ) 1480 / 2480 Sf'ECIAL I NFOR MA TION --------------~------------------ ADDI TION_AL DISTRIBUTION RESPECTF~L~L'~f~Bt),TT{9 . 0 . lbj ?(_/ J-dVJ BY . c=...:!_ . · F'Nt-;INFFR ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING - 7895 CONVOY COURT. SAN DIEGO, CA 92111 [7141 292-0660 -JOB NO. 1504 La Costa de MarbeJla -Bldg. J JOB_-'-4-----------------------------+-,----------------,-- 0 CLIENT-"'-----------------DE NGI NEER ~-___ P_a_u_l_K_o_s_h_i ________ --'--- 0 ARCHITECT ___ _,s_a_m_u_e_l_W_a_c_h_t _______ _ 0 BLDG AU TH -__ c_a_r_l_s_b_a_d _________ _ O 1NSPECTOR __ N_o_r_m_H_a_r_t_e_l_l ________ _ PERMIT NO _7_3_-_9_2_2 ___ PLAN FrLE # ___ _ FIELD SAMPLE OF: Mortar #1-2-3 LOCATION OF SPECIMEN IN JOB OR STRUCTURE retaining wall west of Bldg. J MIX NO 3 sand, 1 cement, 1/4 l1"m·e PROP.ORT IONS------''-------'------ A D MIXTURE ___ M_' _i r_a_c_l_e_L_i_m_e ________ --'- \ TYPEOFCEMENT_R_i_v_e_r_s_i_d_e_l_l_~-~---- CONC SUPPLIER ______________ _ ·TICKET NO ·----~-"'------------ Norm SPECIMEN MADE BY -----~------- SLUMP ---------...--------~- -9/24/74 DA TE MADE----------------- DA TE RECEIVE.DAT LAB. ___________ _ sand Sorrento Sand Company SOURCE OF~---_____________ _ INSPECTOR SIGN. __ N_o_r_m_H_a_r_t_e_l_l _______ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA--SO IN ULTIMATE LOAD-LBS UN I T STRESS -PS I ==::=--=-~- SPECIFIED STRENGTH AT 28 DAYS I DAYS 7 I DAYS 12000 10/1/74 -~. 14 ~3{h:i-.r /r~ :.,,, --- -I DA.VS 28 I DAYS I DAYS 12001 12002 10/22/74 HOLD -,.., ,,,,-) / 2000 SPEC !AL tNFbRMA TIO N ---------~------------------------ A001 flQNAL bfSTF!IBUTION PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO. CA 92111 [7141 292·0660 JO!ll NO. 1504 JOB_-:.~+------,,e-~---------+---~--__:,--__________ _:.._ ___ _ -----'-=-____ C_o_s_t_a_A_v_e=n_u=~~--------------_______ PHONE _______ _c. _ __, __ _________ ;..;;..--= 0 OWNER-----------____,.--'-------D co NT RAC TOR __ D_i_t_t_m_a_n_n _______ __, __ 0 CLIENT ________________ _ D ENGINEER· ___ K_o_s_h_i ________ _..;.. __ _ o ARCHITECT __ W_a_c_h_t ___________ ___ D BLDG. AUTH ___ C_a_r_l s_b.,..a_d __________ _ ·o I NSP.EC TOR __ D_u_e_l_T_h_o_m_a_s __ __,_ ______ _ PERMIT NO. 73-920 PLAN FILE# _____ _ FIELO SAMPLE OF:. Mortar ============================================·· = LOCATION OF SPECIMEN . IN JOB OR STRUCTURE Bldg. G, Center Retaining Wall Ml X NO -----'--------------SPECIMEN MADE BY: __ T_ho_m_a_s_~------- PROPOR T 10 NS __ 1_:_1_/_4_:..:;.3 __________ ___ SLUMP _________________ _ ADMIX TlJRE ________________ _ DATE MADE -a..~..c-9_/ ___ 3_/ ___ 7_4 __________ _ TYPE OF CEMENT .Riverside 11 ---------------DA TE RECEIVED AT LAB __ 9_/_4_/_7_4 _______ _ CO NC SUPP LIER -----------'------ Sorrento SOURCE OF ROCK ______________ _ TIC.KET NO·-----------------Duel Thomas INSPECTOR SIGN.-------------.--- LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-so· IN ULTIMATE LOAD--LBS UNIT STRESS-PSI : SPECl.fclED STRENGTH AT 28 DAYS · DAYS 7 DAYS . 11845 9/10/74 ~d4 7400 DAYS 28 DAYS DAYS l 1846 l l 847 10/1/74· HOLD . 3. 14 I SPECIAL INFORMA TJON ------------~--------------------- ADDI T·IO NAL _DISTRIBUT.ION -RESPECTFULLY SUBMITTED . . / /ff •' ~ ·_d ~; BY--~l'?O-·~~~.L~.c~A_.~,.,,.C=-·=.e;,.e;:7 .~/4.-~_··---------== / ENGINEER l l } I I 1 I l i PROFESSIONAL REGISTERED INSPECTIONS, INC. PHONE 292-0660 __ __., 7885 convoy court, san d1ego, caiifornia 92111 iNSPECTIONS • TESTING • ENGINEERING TEST REPORT JOB NO. 1504 La Cos ta de .Ma rb_e 11 a· JOB __ -:--::::::::==-========::::::===--------~--""-------- n~ 2425 La Costa Avenue ~ A~DRE~~-==·==~~~~~~~=::::::=-__ PHONE ____________ _ OWNER _____ L_a_C_os_t_a_D_e_.M_a_rb_e_l_l_a _______ CONTRACTOR __ O_ls_o_n_D_e_ve_l_o_p_m_e_n_t ___ _ CL! ENT _____ D_i t_t_m_a_n_.M_a_s_o_n_r_y ___________ ENGi NEER --'------------- ARCHITECT ___ s_a_m_u_e_l _w_a_c_h_t ___________ ,--BLl;)G. AUTH. ----~-------- INSPECTOR ____ B_ru_n_n ____ -_______ _ PERMIT NO. _7_3_-_9_2_2 _ PLAN FILE _____ _ FIELD SAMPLE OF: MIX NO. PROPORTIONS ADMIXTURE TYPE OF CEMENT CONC. SUPPLIER TICKET NO. AGE TESTED Grout 84852 6.5 Sack Pozz 300.M M.B.V.R. Con rock · 967919 DAYS SPECIMEN MARKINGS BATE TESTED AREA -SO. IN. Ul,.T.IMATE LOAD LBS. UNIT STRESS -PSI SPECIFIED STRENGTH' AT 28 DAYS PSI DISTRIBUTION: Olson Development City of Carlsbad -·· ~- LOCATION OF SPECIMEN ~/al ls around gererator pad, patio IN JOB OR STRUCTURE: area columns and wa 11 between MADE BY Brunn SLUMP 30.88 DATE MADE April 24, 1975 DATE RECEIVED Apri 1 25, 1975 -- SOURCE OF ROCK INSPECTOR SIGN Brunn LABORATORY TEST DATA 7 DAYS DAYS 28 DAYS DAYS 14521 14522 14523 5-1-75 5-22-75 Hold 9.00. 9.00 26000 33000 I 2890 / . ...---P'.,,;} 1/ 3670 ~ ~ 2QQQ RECEIVED MAY 2 7 1975 CITY OF CARLSBAD Buffdlng Oepa-rtment aA'At?LL ENGINEER -;,,, !l,'-1 C PROFESSIONAL REGISTER~D INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN OIEGO, CA 92111 1714) 292-0660 JOB NO. 1504 ·. Joe_· --1---'----L_a_co_s_t_a_d_e_M_a_r_b_e_l_l_a __ ___.~---------------------- 0 CLIENT-----------------D ENG INE ER· __ P_a_u_l_K_o_s_h_i_a_n_d_A_s_s_o_c_i_a_t_e_s __ 0 ARCH ITECT __ S_a_m_u_e_l_W_a_c_h_i _t __________ -;-0 BLDG AUTH __ C_al_s_b_a_d ___________ _ 0 INSPECTOR ______________ _ PERMIT NO 73-925 PLAN FILE# _____ _ FIELD SAMPLE OF: Mortar LOCATION OF SPECIMEN IN JOB OR STRUCTURE· Bldg. N, patio wall part of ga~age wall MIXNO -~--J_o_b_M_i_x __________ _ SPEC! MEN MADE BY. __ R_e-=-g_l _i ________ _ 0 PROPOR T 10 NS 2 sk cement, 1/4 sk 1 ime, 19 sa§£fuMP ______________ ;..__ __ _ AD Ml x ruRE ___ N_o_n_e ______________ _ OATEMAOE __ l_l_/_l_/_74 _________ _ TYPE OF CEMENT Riverside 1/11-DATE RECEIVED AT LAB._._11_/_4_/-']_4 _______ _ CONCS.UPPLIER ___ __,.. __________ _ SOURCE OF ROCK _____________ _ TICKET NO ________________ _ INSPECTOR SIGN _____________ _ LABORATORY TEST DA"TA AGE TESTED I DAYS 7 I DAYS I DAYS ·. 28 I DAYS I DAYS SPECIMEN MARKINGS 12514 12515 12516 DATE TESTED 11/8/74 11/29/74 HOLD AREA-SQ IN 9 .• 00 9.00 ULTIMATE LOAD--LBS 25700 UNITS TRESS-PSI ~ 2860 J -- -· ( . SPECIFIED STRENGTH \..... "/C 2000 . vµ..> AT 28 DAYS ---~ SPECIAL INFORMATION --------------------------------- ADDITIONAL DISTRIBUTION RESPECTFULL v· SUBMITTED PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPE'CTIDNS • TESTING • ENGINEERING (. 1895 CONVOY COURT. SAN DIEGO, CA 92111 17141 292-0660 TEST REPORT -COP'IES TO: JOD NO. 1504 0 OWNER ___ ...;;0-:l...;::s;..:;o..:..;nc._.::;D...;::e..;.v...;::e-'-l=o=p=m=e"-'-n-=-t _____ _ 0 CONTRACTOR Dittmann Masonry II D CLIENT----------,---------O ENGINEER· Paul Koshi 0 ARCHITECT __ S-'-a_m_u_e_l _W_a_c_h_t--'-'-"---------0 s LOG AU TH _.;::C.=a..:...r..:..1.:::.s.=.b.=.a.=d __________ _ 0 INSPECTOR __ ~C~ha--'-r~le~s-'--B_r_u_m-'-'-m _______ _ PF.AMIT NO 73-922 PLAN FILE# __ ]_02 __ FIELD SAMPLE OF: Grout ============================================== LOCATION OF SPECIMEN IM garage area of last bldg. at end of road -same area as previous IN JOB OR STRUCTURE cylinder 1 ocat ion . ' .' MIX NO 8-1852 SPE_CIMEN MADE BY. ---=B....:.r....::U:.:..:.ITJTI;:.:..:.._ ________ --'-- 0 PROPORTIONS 6.5 sk SLUMP-----------------,--- · ADMIXTURE DATE MADE __ l_J_/...c...5_/_7_4 _________ _ TYPE OF CEMENT Riverside II. DATE RECEIVED AT LAB. __ J_l_/_6_/....:c7_4 ______ _ CONG SUPPLIER Conrock Sorrento Sand SOlJRCE OF Fl'Oer:: ______________ _ TICKET NO . 746765 -746766 i°NSPEC TOR s IG N ___ C_h_a_r_l e_s_B_ru_m_m ______ _ LABORATORY TE.ST .OATA AGE TESTED I DAYS 7 I DAYS DAYS 28 J DAYS I DAYS SPECIMEN MARKINGS 12547 12548 12549 DATE TESTED 11/12/74 12/3/74 HOLD ARE.A-SQ IN 9.00 9. 00· ULTIMATE LOAD-LBS 2;?_!t00 36000 -.,...,...,.,_" -· -----) ~~,,( :;t)lli£1$...;.WWW -UNIT STRESS-PSI ~/) 2820 4000 SPECIFIED STRENGTH I"-_~ -~ 2000 --AT 28 DAYS SPECIAL !NFORMA TION ---------------"-------------------- ADDITIONAL OISTRIBl,ITION RESPECTFULLY SUBMITTED //J , /J ,,J I By /La:L ~£«;:_..,f.. ,. ENG1NEER ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY CO!.IRT, SAN DIEGO, CA 92111 1714] 292-0660. JO:S NO. 1504 ____ 2_4_2_5_L~a-·_C_o_s_t_a _____ --::_,,.,....-------·PHONE _________ "--- .o co N TRAC TOR __ D_i_t_t_m_a_n_n_· ________ _ D CLIENT--------------------D ENGi NEER· ___ K_o_s_h_i_-_________ _ D ARCHITECT _ ___,W""'a"'"c=h..._t=-------------· (J BLDG AU TH __ ca_r_l s_b_a_d _________ _ D INSPECTOR __ D_u_e_l_T_h_o_m_a_s ______ -__ PERMIT NO }3-919 PLAN FILE lt _____ _ f IELO-SAMPLE Of,: Mortar = LOCATION OF SPECIMEN IN JOB ORSTRUCTURE East corner retaining wal 1, Bldg. F MIXNO ---------------------'- SPEC! MEN MADE BY: __ T_h_o_m_a_s _______ _ PROPORTIONS ___ l_:_l_/_4_:_3 ____ -'-_____ _ _ SLUMP---------~----=--- ADM! X TURE ------~---------- 8/29/74 DA TE MADE------------,-,------- Riverside I~. 8/30/74 °TYPE OF CEMENT ___ --'------------. DATE RECEIVED AT LAB ______ -'------- . CONG SUPPLIER------------~-- TIC KET NO ·-----.,-.c.----------- Sorrento SOURCE OF ROCK _____ ~----------- Duel Thomas INSPECTOR SIGN.--------------~ LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS -28 I DAYS 1 D:YS SPECIMEN MARKINGS 11826 11827 11828 DATE TESTED 9/5/74 9/26/74 HOLD AREA--SQ IN 3. 14 3. 14 ULTIMATE LOAD--LBS 11400 14200 i--= U Ni T ST-RESS-PSI 3630 ~ ...--1-620 ('' {J) '----J SPECIFIED STRENGTH RECEIVE·n '--· ,. -- AT 28 DAYS _ •vv SPECIAL 1-NFORMA TIO·N ______ ~_r;_. · .... 1-n_,3!,1-1,0.._)-l'i,Q.+]4,,._ ___ -"-_'""------------------ --ADO! flONAL DIS fRIBUTION CITY OF CAR. · -Building o LSBAD · epartment \, . . , PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT -COftlES T JOB NO. 1504 La Costa de Marbella Bldg, H JOB_+-_______________ ...;:..;. _____ -,...._ ______________ _ 2419 La Costa A.venue AOOAEJ~oe-----------------::::::::::-=------PHONE ___________ _ D OWNER---'---------------D CONTRACTOR Dittmann Masonry D CLIENT ----------------------D· E NGIN EER" __ P_a_u_l_~_o_s_h_i ________ _ 0 ARCH, TEC T ____ S_a_m_u_e_l _W_a_c_h_t'-______ _ D BLDG AUTH _C_a_r_l_s_b_a_d __________ _ D INSPECTOR ___ N~o~r~m~H=a~r~t-e~l ~l _______ _ PERMIT NO --"7-=3'---_,._9_2-'-1 __ PLAN FILE # ___ _ FIELO SAMPLE OF: Mortar #4-5-6 LOCATION OF SPECIMEN IN JOB OR STRUCTURE Retaining wall west of Bldg. H MIXNO ------------------SPECIMEN MADE BY. _N_o_r_m _________ _ PROPOR T 10 NS __ 3_s_a_n_d_,_1_c_e_m_e_n_t_, _1_/_4_1_i_m_e __ . s Lu MP -----,---.----...---------=---,,-.- Miracle Lime ADMIXTURE _______________ _ DATE MADE _9_/_2_5_/_7 4 ___________ _ TYPE OF CEMENT _·R_i_v_e_r_s_i _de __ , _, --------DATE RECEIVED AT LAB. ___________ _ CONC SUPPLIER ______________ _ sand S t S d SOURCEOFAOC~_o_r_r_e_n_o_a_n ________ _ TICKET NO ________________ _ INSPECTOR SIGN. Norm Harte 11 LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DATE TESTED . AREA--SQ IN UL Tl MATE LOAD-LBS UN IT S TRESS -PS I St' F.CIFIED ST RE NG TH AT 28 DAYS DAYS 7 DAYS 12021 10/2/74 3. 14 5400 1720 DAYS 28 DAYS DAYS 12022 12023 10/23/74 HOLD ~-14 SPECIAL IN FORMATION -------,._.-r<-1,........,r-r_,,...,......-.----------------------Qp, g 4 rn74 AD01TIONAL DISTRIBUTION RESPECTFULLY SUBMITTED CITY OF CARLSBAD Building Depar.tment sv ·/Ad~ NGINEER \_ PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 (7141 292-0660 JOII NO. 1504 ADD ____ L_a_C_o_s_t_a_A_v_en_u_e_,=:-C_a_.r_l_s_b_a_d __ --=.,=..-~---PHONE __________ _ D CONTRACTOR _ Dittmann Masonry D CLIENT-'-----------------D ENG I NEER" ___ P_a_u_l _~_o_s_h_i ___ --,-____ _ 0 ARCH Ir EC r __ s ___ am=u=e ..... 1 _____ W--'a"---c~h~t~-~----,--D BLDG AUTH __ C_a_r_l_s_b_ad __________ _ o iNSPECTOR __ N_o_rm_H~a_r_t_e_1_1_-_______ ..,... PERMIT NO ______ PLAN FILE# _____ _ FIELO SAMPLE OF: Grout #.1-2-3 LOCATION OF SPECIMEN INJOBORSTRUCTURE Retain'ing wall west of Bldg. H MIX NO 84852 SPEC! MEN MADE BY·· --'--N~o_r_m ________ _ . 6.5 sk PROPOR f 10 NS ~· : -SLUMP _________________ _ ADMIXTURE Pozz 300 MBVR DA TE MADE..,... __ 9_/2_5_/_7_4 __________ _ TYPE OF CEMENT Riverside II DATE RECEIVED AT LAB. ___________ _ CONC SUPPLIER s.o. Cons. ·Oceanside SOURCE OF ROCK _____________ _ TICKET NO. 31222· INSPECTOR SIGN. _N_o_r_m_H_a_rt_e_l_l _______ _ LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS SPECIMEN MARKINGS 12024 12025 12026 DAT!: TESTED 10/2/74 10/23/74 HOLD AAEA--SO IN 9-. 00 9.00 ULTIMATE LOAD-LBS 16800 25200 ~ ----~ ) U NJT S TRESS -PS I 1870 --2800 ~if. ...... =:----=-=---~ SP-ECIFIED S1RENGTH ... l .. ~()EJVEn "---~ ,, /"I"" --AT 28 DAYS ocr 2 ~ 1 sP Ee IA L , NFOR MA no N _ -----"-"-----' .... B+z..,.4 _________________________ _ ADDITIONAL DISTRIBu'#of{.OF CARLS dmg De BAD -. /Jartment RESPECTFULLY SUBMITTED BY ____ a_~aL'"-L...L~-~~-, ,~L-- PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA i,12111 17141 292-066 JOB NO. 1504 La Costa de Marbella -Bldg. J A 2415 La Costa Avenue Carls.bad 0 OWNER------'-------------. D CONTRACTOR __ D_i _t_tm_a_n_n_M_a_s_o_n_r_y_-______ _ D CLIENT--------------'-----D ENGINEER ___ P_a_u_1_K_o_s_h_i ________ _ 0 ARCHITECT __ s_a_rn_u_e_T _W_a_c_h_t _______ _ D BLDG Au TH __ c_a_r_1_s_b_a_d __________ _ D 1NSPECTOR __ N_o_r_m_H_a_r_te_l_J _______ _ PERMIT NO _7_3_-_92_2 ___ PLAN FILE It _____ _ FIELD SAMPLE OF: Mortar #1-2-3 = LOCATION OF SPECIMEN IN JOB OR STRUCTURE retaining wal 1 west of Bldg. J MIXNO ----------------'--------- PROPOR r 10 NS __ 3_s_a_n_d_;.,_1_c_em_e_n_t-','--l_/_4_· _1_i_m_e __ Ao M I x TURE ___ M_._1 r_a_c_1_e_·_L __ i_m_e ______ -- T YPE OF.CEMENT _R_i_v_e_rs_i d_e_· ,_, _______ _ CONG SUPPLIER---------~----- TICKET NO ·---:------------------ Norm SPECIMEN MADE BY: _______________ _ SLUMP _________________ _ 9/24/74 DATE MADE _______________ _ DATE RECEIVED AT LAB. ___________ _ sand Sorrento Sand Company SOURCE OF "flt)frK-_____________ _ INSPECTOR SIGN. __ N_o_r_m_H_a_r_t_e_l_l ______ _ LABORATORY TEST DATA . AGE T~STED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 12000 12001 12002 DA TE TESTED 10/1/74 10/22/74 HOLD AREA-·SO IN ~-.14 3. I 4 ULTIMATE LOAD-LBS 8300 11000 UN I T S TRESS -PS I 2645 3505 t1' ~----=---- SPECIFIED STRENGTH 2000 AT 28 DAYS SPECIAL INFORMATION ---...,..,..,.....,----------------------------~ :ocr 2 5 191, AD01TIONAL DISTRIBUTION '4 CITY OF . · Building 5ARLSBAD epartment PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA i,12111 17141 292-066 JOB NO. 1504 La Costa de Marbella -Bldg. J A 2415 La Costa Avenue Carls.bad 0 OWNER------'-------------. D CONTRACTOR __ D_i _t_tm_a_n_n_M_a_s_o_n_r_y_-______ _ D CLIENT--------------'-----D ENGINEER ___ P_a_u_1_K_o_s_h_i ________ _ 0 ARCHITECT __ s_a_rn_u_e_T _W_a_c_h_t _______ _ D BLDG Au TH __ c_a_r_1_s_b_a_d __________ _ D 1NSPECTOR __ N_o_r_m_H_a_r_te_l_J _______ _ PERMIT NO _7_3_-_92_2 ___ PLAN FILE It _____ _ FIELD SAMPLE OF: Mortar #1-2-3 = LOCATION OF SPECIMEN IN JOB OR STRUCTURE retaining wal 1 west of Bldg. J MIXNO ----------------'--------- PROPOR r 10 NS __ 3_s_a_n_d_;.,_1_c_em_e_n_t-','--l_/_4_· _1_i_m_e __ Ao M I x TURE ___ M_._1 r_a_c_1_e_·_L __ i_m_e ______ -- T YPE OF.CEMENT _R_i_v_e_rs_i d_e_· ,_, _______ _ CONG SUPPLIER---------~----- TICKET NO ·---:------------------ Norm SPECIMEN MADE BY: _______________ _ SLUMP _________________ _ 9/24/74 DATE MADE _______________ _ DATE RECEIVED AT LAB. ___________ _ sand Sorrento Sand Company SOURCE OF "flt)frK-_____________ _ INSPECTOR SIGN. __ N_o_r_m_H_a_r_t_e_l_l ______ _ LABORATORY TEST DATA . AGE T~STED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 12000 12001 12002 DA TE TESTED 10/1/74 10/22/74 HOLD AREA-·SO IN ~-.14 3. I 4 ULTIMATE LOAD-LBS 8300 11000 UN I T S TRESS -PS I 2645 3505 t1' ~----=---- SPECIFIED STRENGTH 2000 AT 28 DAYS SPECIAL INFORMATION ---...,..,..,.....,----------------------------~ :ocr 2 5 191, AD01TIONAL DISTRIBUTION '4 CITY OF . · Building 5ARLSBAD epartment f \ 7895 Convoy Court · San Dtuo. Calif. 9211 t <,- Phone 292--0660 ,- \. 0 STRt1CT. STf Fl· AS5f.,.Al Y 0 REINFORCf() r,yp~'''-' 0 PILE nR1v1!llr. L.•e.-RECEIV.lr,.G a. TE.STING C:>"'-'STR_.MAT·L.. S.&MPr.:Es R-:C.. . fNSP'N. O~TE. LOCATIONS OF WORK INSPECTEO. TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLE'MS. PROGRESS. REMARKS, €TC. lNCt...Ub£S INF0Rlrri,4ATION Aeou·T ,_ AM9UNTS O'Fl.4'ATERIAL PLACEO o_R wpRJC PF°AFORMEr-, N\I .... AER TVPE' & J0£.N-T~ NO .. ,_ ::, . .-T E·s r ,5 ... ,...,L E'S T •" !fN: s T l'IU-C: T ._· c: ON.,EC_T ,o,..s 1v. E LOS M·AOE ... T. eoL T "· ro,a our o, c; .... E c:" E o; ·ET c: . .. ..... J i_ I CERTlflCA TION OF COMPLIANCE; I HEREBY CERTIFY THAT I HAVE INSPECTED All OF THE ASOVE REPORTED ·woRK lJNlESS OTHERWISE NOTED. I HAVE FOUND THIS WORK JO COMPLY WI TH THE APPROVE!) PlANS, SPEC If I CA TJONS, ANO ·APPLICABLE SECTIONS OF THE GOVERNING SUllOlNG LAWS. • · JUN 18 1974 ( ,, C C PROFESSIONAL REGISTERED INSPECTIONS, INC .. INSPECTIONS· • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 TEST REPORT-COl'fES TO: Costa de .. Marbel la D c LIE-NT _______ 0_·_1 s_o_n_-_c_o_n_·s_t_r_. ____ -- D' ARCHITECT_-_____ s_a_m_u_e_I _W_a"""c_h_t ____ _ D INSPECTOR ______ K_e_n_· _H_u_m_p_h_re __ y _____ _ FIELD SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE MI.X NO. PROPORTIONS · ADM-IX TURE · TYPE OF CEMENT. CONG. SUPPLIER TlC~-ETNO Concrete G. B. # 7 & 8 of Bldg. PR J.659. 6.0 ba.~ Pozz 300. Portland Pre-Mix 55997 OJs.on ~onstruction Paul v.· Koshi & Ass·oc.· 0 ENGINEER_,------------..a---- 0 BLDG. AUTH. _-____ c_a_r_J_s_b_a_d _____ __,_ 73°-•929 PERMIT NO. _______ PLAN FILE#_........,. ___ _ s .. Ken·· Humphrey SPECIMEN MADE BY: SLUMP· 6/12/74. DATE MADE DATE F.!ECEIVED AT LAB. 6/13/74 "Mission Va 11 ey SOURCE OF ROCK Ken Humphrey INSPECTOR SIGN. LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS _ ,DAYS ' 28 I DAYS . . I DAYS '• .. .SPEC!MEN'MARKINGS 11223 rl224 11225 DA TE TESTED 6/19/74 7/10/74 Hold - AREA-SO 1.N 28.28': .. -2.8 .zs .. l:JL TJMA TE LOAD-LBS. ·, . . ~ :...,._~ ~~-49000 ~ ~ I V\JV-.. ," .. ,. /' (¼ ~I UNIT STRES$-PSi. " 2480 .. 1730 ' . S!:EClFIEO STRENGTH. (,__. -. .)ooo' AT28 DAYS . SP EC-IA L INFOR MAT 10 N: -'------~----'--~--,-,----'---------'-------~------- ADDlTIONAL DISTRIBl.JTIQN, ::SPECTFULL v s&tW ( . . ENGIN ER ·------r-..,«~·~ ·-----.._---------- I \ ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGlNEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714] 292-0660 TEST REPORT -co,1es TO: 2425 La CQsta Ave., Carlsbad 436-2723 ·ADDRESS ___ -"'-r;~_;:;::::::;;::::::::::::::::::::;;;:;:;:;:;;;;;;;;:;;;;;iiiiiiiii=-=='----PHONE----------- 0 OWNER ________________ _ Olson Dev. Co. D CONTRACTOR Dittman Masonyy ·o CLIENT-----------------'-- II II D ENGiNEER Paul Y. Koshi · o ARCHITECT ----------------Samuel Wacht D BLDG AUTH Carlsbad D INSPECTOR _____ '-'-=.:..a...;....C..:..:..--'--'--'-_;;_-----Melvin Faqot PERMIT NO. 73-914 PLAN FILE II 102 FIELD' SAMPLE OF: t;1ortar ABC LOCATION OF SPECIMEN IN J08 OR STRUCTURE 2nd 1 ift ret. wall P to R MIX NO _______ 8_4_8_5_2 _______ _ SPECIMEN MADE BY· -~M-P.~J~Y~i-o~F ... a'-fg ... o .... t---~-- PROPOR T JO NS ------'-] ~9 .... 7_0-=ty,_p"'".e ___ S ______ '----_ SLUMP ----------------,.-~- ADMIXTURE---,-------~--------DATE MADE _____ 5/_10~/~7_4~------- . TYPE OF CEMENT _______ R_i_v_e_r_s_i_d_e_l_l-___ _ DA TE RECEIVED AT LAB. ~5=/_},._,5,..,/_,7._4...._ _______ _ Con rock co NC SUPPLIER ---------.......-c~----. SOURCE OF A86K _s~a=o~d~S~a-r ..... r~e~o~t ..... a.__ ______ _ °TICKE T NO -----------------I NSP EC TOR s IG N. --~-M~e~J .... v,._,_.i o~F ....... a""'g-+'o'"-'t..._ ____ _ LABORATORY TEST DATA · AGE TESTED SPECIMEN MARKINGS DATE TESTED AREA-SQ IN UL Tl MA TE LOAD-LBS UN; T S TRESS -PS l SPECIFIED S1RENGTH AT 28 DAYS DAYS 7 DAYS 10658 5/17/74 3. 14 8100 DAYS 28 DAYS DAYS 10659 10660 6/7/74 Hold 3. 14 SP EC JAL I NFOR MA·T 10 N --ic-lTIHtr' +0-KF.....-f-C"-#AH:R:HL-<iS::'-IB~A-D,----------------------'--- AO'OITIONAL DISTRIBUTION Building Department i ' I ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 17141 292-0660 TEST fill:PORT-COPIES TO: JOB illO. 1504 JOB,,---.,----=:::::::L~a;::;C:o;s;t~a~d~e-Mma~r.b~e~l~1=a==::::...;;;;.;;;;;;;;;;;;::::::::-------:---~--------:-- ADDR ESs~C::~"::52~2425::::::::La j::::;:io~a:::::A~==·;; c==±i==b:~!~:::::· ,--PHONE _4 36_-2 72_3 -- 0 OWNER 01 son De'il. Co. · D CONTRACTOR ____ D_it_t_m___,.a_n_M_a_s_o_n_r_,_y ____ _ 11 . II 0 CLIENT -------------------'----O ENGINEER ____ ._Pa_u_l _Y_._K_o_s_h_i _____ _ 0 ARCHITECT _____ S_a_m_u_e_l_W_a_c_h_t ____ _ 0 BLDG AUTH ----'-C"-.a_r-'-l_s_b_ad _______ _ O lNSPEC TOR _____ M_e-'-l v_J n_F_a-g..__o-'t'------'PERMIT NO 73-914 PLAN FILE# ~}~0=2 ___ _ FIELO:SAMPLE OF: grout DEF LOCATION OF SPECIMEN. IN JOB OR STRUCTURE Re t . wa 1 l 1 s t·. 1 i ft l to M MIX NO · PROPORTIONS ADMIXTURE TYPE.OF CEMENT CONC SUPPLIER TIC KET NO AGE TESTED SPE_CIMEN MARKINGS DA·TE JESTED AREA-SQ IN UL TIMA T'E LOAD-LBS · UN I T S TRESS -PS I SP.ECIFIE.'D ST RE.NG TH · AT 28 DAYS .. ,ode ,, t'fl' ·n»rrt'tteTQ 84852 SPECIMEN MADE BY· Melvin Fagot 6.5 sk SLU.MP 1011 + Pozz 300+MBVR DATE MADE 5/10/74 Col ton DATE RECEIVED AT LAB. 5/}5/74 Con rock SQURCE OF ROCK Con rock 9-98277 INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA DAYS . 7 DAYS DAYS 28 DAYS 10667 10668 5/17/74 6/7/74 . 9.00 9.00 30000 ,_ JUN 12 1974 2000 SPEWL INFORMATION ~9.t.-· ::SPECTFULLY SUB TJuW · ADDITIONAL DISTRIBUTION DAYS 10669 Hold ( ( C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • 'TESTING • ENGINEERIN!:? 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714} 292-0660 TESi REPORT -co,ies TO: Joa NO.· 1504 La Costa de Marbella JO~------------.....,..----,----------------------------- ADDRESS _____ ,~,::;;:-=>-~2_:4_·-;-_5=·=L=;--_Co_··~-~t_·~_--_-;_~-~-·~_,-_-c_-;_r_l=s=b~a~d~·-·----PHONE __ 4~36_-_2_7_2_3 ______ _ '-\_~,-~~~ ... - DOWNER 01 son Dev. Co. D CON TRAC TOR ___ D_i t_t_m_a_n_M_a_s_o_n_r_!_y ____ _ . D CUE NT-~----------------- II II Samuel Wacht 0 ARCHITECT ----------'------- D INSPECTOR----'---'----'---..,_;;....:;_ __ Melvin Fagot FIELD' SAMPLE OF: LOCATION OF SPECIMEN IN JOB OR STRUCTURE Mortar Bldg. R '-= ABC No • Wa 11 - MIXNO -'---------------~-- PROPORTIONS _____ l_9_J_O_T_y_p_e_S _____ _ ADMIXTURE_.---------'-'------- Rivers i de 11 TYPE OF C EM ENT------------'---- Con Rock ·cONC SUPPLIER----~---'-------- .. rrc KET NO.-----------~--"----'----'--- D ENGINEER Paul Y. Koshi D BLDG AUTH Carlsbad PERMIT N073-928 -"'-~-'-----PLAN FILE # _1 _0_2 ___ _ Melvin Fagot SP.ECIMEN. MADE BY:-~----------- SLUMP _____________ ..:..-___ _ 5/6/74 DATE MADE ________________ _ DA TE RECEIVED AT LAB. __________ _,___ sou Re E OF ROG* __ s_a_n_d __ So_r_re_n_t_o ______ _ I NSP EC TOR $ IG N. ___ M_e_;_l_v_i...:..n__:_F.=a2g..:..o-=t _____ _ LABORATORY TEST DATA AGE TEST.ED DAYS 7. DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 10545 10546 · 10547 ·DATE TESTED 5/13/74 6/3/74 Hold AREA-SQ. IN 3.14 3. 14 ULTIMATE LOAD--LBS 7300 2325 2000 · SPECIAL INFORMATION --~~------~-"---~-~----,---------~------ ADDI TlONAL DiS Tf1'8UTIO N ( C C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • JESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92:111 (7141 292-0660 TEST Rf PORT -COl'IES TQ: JOB NO. 1504 JOB-----~·-'---:=~L.~~a'---Co ___ ~s::;...----_ta_.-d ___ ~_:--_._M_a_,r-_-b_e_4_~_~_==--_·~-~--·--...,..____~·--'~-~=----------------- ADDRESS _.y--~425. La Costa _Ave.,-Carl sb~_o PHONE 436-272"3 ~-----i~~-~ii~;;::-::;::;;;;:;::;;_ ;.,,;;;;;;;;;;;SJ;;;;;,::zw:;;;;;;s;;iµ:w;;;;;;o:,c::z.;;;...,_::;;,=;..,...;;::-;:::-==~;.:;._-- 0 ow NER ______ 0_1 s_o_n_D_e __ v_ .• _c_o_·-----0 co N TRACTOR ____ D_i t_t_m_a_n_M_a_s_o_n_r_y ____ _ D CLIENT ------------,--,-----II II D ENGINEER Paul Y. Koshi D ARCHITECT _______________ _ Sam4el Wacht D BLDG. AUTH Carlsbad 01NSPEC"FOR~----------'-----------Melvin Fagot PERMI-T NO 73-9 ______ PLAN FILE # _}_0_2 ____ _ FIELD' SAM?LE-OF: Mortar ABC LOCATION OF SPECIMEN IN JOB OR STRUCTURE Re ta in i ng wa 11 P to R 1st • Lift . Ml X NO ------------------ PROPORTIONS _____ 1_9.,..7_0_T_y_pe_s _______ _ AD Ml X TURE ----'----'-------------- Riverside 11 TYPE ·oF CEMENT,_. ---------------------- Con rock CO NC. SUPP LI ER ------------------------ TIC KET NO.-------------------- SPECIMEN MADE BY: __ M_e_l v_i n_F_a_g_o_t _____ _ SLUMP-------------------- DATE MA0E _____ M_ay_]_, l_9_7_4 ______ _ DATE RECEIVED AT LAB. 5/8/74 ------------ SOURCE OF "fl,:rc;;( sand Sorrento 1 NSP ECTOR s IG N. ___ M_e_1_v_i_n_F_a=g_o_t _____ _ tA·BORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 10605 10606 10607 DA TE TESTED 5/14/74 6/4/74 Hold A.REA-SQ IN 3 .14 3. 14 UL Tl MATE LOAD-L 6100 UNIT STRESS-PSI· .'7 1940 ----' /, 7 ... 1874 ::SPECTFULLYSUB~ ~ · · 0 · · ~,crno •, (_ ( '- (_ ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 9211'1 [714) 292-0660 TEST REPORT -C:O'PIES TO: JOB NO. 1504 la Costa de Marbella ~::-R-E-SS ____ -_-_-_-_-~-~:. :-:· =· =~=4=2=i::_:L:~:-~:~~o=-~s=. -~t=a~:h:~:;::_.:·~-"'"'c=a"" ~""'r,..,'.'.:1= .. s;.b;.a;_cL~:,;:;-=,:;::=·====-P-H_O_N_E_. _4_3_6 ___ -2_7_2_3 ______ _ 0 OWNER--------,--Oi SOii ..... -Co. uev. D Co N TRAC TOR __ -'--_u_i_t_tm_· _an_h_·a_s_· o_n_r_y ____ _ II 0 CLIENT ________ _ II D ENGi NEER _____ P_a_u_l_Y_._K_o_s_h_i _____ _ Samuel 0 ARCHITECT _________ _ Wacht [] BLOG AU TH ____ c_a_r_I_s_b_a_d __ . ------- 0 ·INSPECTOR __________ _ Melvin Fagot PERMIT NO. 73-914-30· PLAN FILE# _1_0_2 ____ _ FIELD' SA-MPLE OF: _Mortar ABC LOCATION OF SPECIMEN IN .JOB OR STRUCTURE Ret. wal 1 1st. 1 ift L to M ... -• ia, e ~ ? er a )- MIXNO _________________ _ 1970 type S PROPORTIONS------------~----... ADM! X-TURE --------------'------- Riverside 11 TYPE OF CEMENT __________ --'--'-'--- Con rock CONG SUPPUER .,..---,.,.,-----------~--- TICKET NO------------------- Mel v in Fa got SPECIMEN MADE BY. ____________ _ SLUMP _________________ _ 5/9/74 DATE MADE ________________ _ 5/14/74 DATE RECEIVED AT LAB. ___________ _ SOURCE OFlltJI;:I<.... sand Sorrento I NSP EC TOR SIGN. ___ ~_le_l_v_i_n_F_a_.,g_o_t _____ _ LABORA"TORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS , l 06$5 10656 10657 DA TE TESTED 5/16/74 6/6/74 Hold AREA-SQ IN J. I 4 3. I 4 . UL Tl MATE LOAQ-L 7100 . UNIT STRESS-PSI 2260 2000 "4 SPECIAL INFOR/J/.Jl/f!/f-'F'-1cb.~-'fi.,.._,_ __ --'-_---"-'----------------------'-- rg De· 'lse.A Aoo,noNAL D1s1Rtsur10N '!Jatt/1Je .,,D . nt ::SPEC'(llfiJ;J ' _ f ,-1 ..-. 11 --·- I ' ( C C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 [7141 292-0660 TEST REPOR·T-COP'IES TO: JOB HO. 1504 · La Costa de Harbe1 Ja JOB--'------:--~:;;;;;::~~~~~~~::::::::-----------------r__ . =2425 la, . Costa Ave. · AOORESS~--'-' --~~9-.~~~~-::;;-;;;;;;;, ... ;;; • .,;;;:_~~;;;;;;;;;.;;;;;;.;;.;;.;;;;;.:;;;:.:.:;:==""'-::,::::! .. ~---~PHONE __________ - n O 1 son De.v ~-Co;. ,-, !: : t ~;;;a;-r Ma;;on r·y· w OWNi:ti _-_ .. ~_·,_:·_.-'------"'"---------.'~CONTRACTOR ______________ _ D ENG I NEER _____ P_a_u_l ___ Y_. _K_o_s_h_i _____ _ D CLIENT II II D ARCH'ITECT Samuel Wacht D Carlsbad . BLDG AUTH _________________ _ D INSPECTOR Mel v·i n Fagot PERMIT NQ. 7)-9J 4-30 PLAN Fl LE # __ 1_0_2 __ _ FIELD' SAMPLE· OF: Grout DEF· LOCATION OF S.PEC.l'MEH IN JOB OR STRUCTURE Ret. wal 1 1st. 1 ift Ntto p MIX NO PROPORTIONS ADMIXTURE TYPE OF CEMENT CONC. SUPPLIER TICKET NO AG~ TES TED SPECIMEN MARKINGS DA TE T'ESTED AREA-SO. rN · UL TIMAT-E LOAD-LBS . UNIT STRESS-PSI SPECIFIED STAE.NGT.H A T28 DAYS . 84852 6.5 sk Pozz 300+MBVR Col ton Conrock 9-98158: DAYS SPECIMEN MADE BY· Melvin Fa·got SLUMP. lQII + DATE MADE 5/9/74 DATE RECEIVED AT LAB. 5/14/74 SO.URCE OF ROCK Conrook INSPECTOR SIGN. Melvin Fagot LABORATOR·Y· TEST DATA 7 DAYS DAYS 28 DAYS DAYS 10664 10665 10666 5/16/74 6/6/74 Hold 9;00 9.00 21000 2330 ~ 2000 -C!lJ,, -. !Bi SPEi:;!A L l NFOR Mtl!JIJ/1),.,...Q"*J:-~r.,,._, ______ 'tf ___ __,,.......,.. __ '--________________ _ . \Jfl}g ";qli>l . AOOII!ONAL DISTRIBUTION l?..e/)ql"f. Se,4D . . fJJe,,t ( \... PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT; SAN DIEGO, CA 92111 (7141 292-0660 -TEST REPORT -COPIES TO: JOI NO. 1504 la Costa de Marbel la JOB_-------=.,...=-~-e:~==~=-·~-:5!.>M~~·~=~="'==-==-""==·=------------------- ~--2425 La c_osta Ave, Carlsb~ 436-2723 ADDA ESS,_. ---=c:::......:.__=~===== L.·==--:,::;:::::,;===;=;:=====d=.'U .J,L_ __ ~ PHONE----------- ·.O OWNER ________ 0_1_s_o_n_D_e_v_. _c_o ____ • ___ _ Dittman Masonry D CONTRACTOR ______________ _ II II ·o curnt --------------------- Pau 1 Y. Koshi --0 ENGINEER· _______________ _ 0 ARCHITECT _____ sa_m_u_e_l_W_a_c_h_t ____ _ Ca rt saad 0 BLDG. AUTH ______________ _ D INSPECTOR ----------------Melvin ·Fagot PERMIT NO. _7_3_-_9_t1J ___ PLAN FILE #_l_0_Z ___ _ FIELD' SAM?LE OF: . Grout LOCATION OF SPECIMEN IN JOB O_R STRUCTURE Re ta in wa 11 R to S 1 st • t i ft "MIX NO _ 84852 SPECIMEN MADE BY. Melvin Fagot PRO PORT 10 NS 6.5 sk SLUMP 1011 + ADMf X TURE Pozz 300+MBVR DATE MADE 5/8/74 . TYPE OF CEMENT Col ton DATE RECEIVED AT LAB 5/9/74 CONG St:JPPLIER Con ·Rock SOURCE QF ROCK Con Rock TICKET NO. 9-98158 INSPECTOR SIGN. Melvin Fagot LABORATO~Y TEST DATA AGE TESTED SP-ECiMEN MARKINGS DA TE TESTED ·AREA-SQ IN ULTIMATE LOAD-LBS UNIT STRESS-PSI SPECIFIED STRENGTH AT 28 DAYS DAYS . I ', ; • ,., \ 0 197 4 7 DAYS 10614 5/15/74 9~00 15500 SPECIAL INFORMATION CITY /)F CAR._L~.~;~~~. · Ru JI dJ-l'!l·t1 -Q.em:a rtr:t1ef!ti"P.:·~,, ADDITIONAL DISTRIBUTIO~ ;:.~ 1ip . ,,~ ··':':'' .·., . ,\· ·,.. ' DAYS 28 DAYS 106i5 6/5/74 9.00 32000 ::SPECTFUL.rrw.J~~, DAYS !0616 Hold C ·( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS• TESTING • .ENGINEERING 7895 CONVOY COURT, SAN OIEGO. CA 92111 {7141 292-0660 . TEST REPORT -COft!ES TO: JOB NO. 1504 La Costa de Marbella . "JOB------~c=:i·,:;;;-0:::::;~--;r.;;·,;.,i:o!=;;:,.c~-~~--~-~-·=--=-=·;:-·"":::":-::::=:·=:!::=::,;;·-~--::::·==-=· =..-=,,.,......------------------ . ADDRESS _____ ..JQ\r..«i:11:,r;;;;:,i:=·=--=/ ..... _4 ____ ~"""-5..,.,_z ... L'""_~-----·...,Co,,,. __ s.,..-t.,..~,..,--=-~=-~=--~=:~,=-'=--=C-a=r=l=s=b-,:a;==_d~t::::!·-!::....,,----'--PHONE_4_3_6_-2_7_2_3 ______ _ 0 01 son Dev. Co • . OWNER--~-------------- Dittman Masonry D CONTRACTOR ______________ _ D CLIENT _________ ~---....,.....--- II II Paul Y. Koshi D ENGINEER _______________ _ 0 ARC i; 1 T ECT _______ s_a_m_u_e_l_W_a_c_h_t ____ _ Carlsbad D BLDG. AUTH --------------- ·o INSPECTO~ _____ M_e_l v_i n_F_a_g_o_t __ -__ _ PERMI_T NO. _7_3_-_9_t4 ___ PLAN FILE 1/ _l_O_z ___ _ FIELD' SAMPLE OF: Mortar · LOCATION OF SPECIMEN IN JOS OR STRUCTURE · Retaining wall M to N <l•st. 1 ift MIXNO _________________ _ 1970 Type S PROPORTIONS _________________ _ ADMIXTURE----------,--------- R ivers i de II TYPE OF CEMENT ____________ __, ___ _ Con ~ock CONG SUPPLIER ________________ _ TICKET NO. ___________________ _ Melvil"! Fagot SPECIMEN MAD.EBY. ____________ _ SLUMP _________________ _ 5/8/74 DATE MADE _______________ _ 5/9/74 DATE RECEIVED AT LAB ___________ _ · sand Sorrento SOURCE OF~-------------- 1 NSPEC TOR SIGN. __ __,_Me_l v_._i n_F_a_g_o_t _____ _ LABORATORY TEST l;lATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECfMEN MARXINGS 10608 10609 10610 DA TE TES TEO 5/15/74 6/5/74 Hold .~ 3. t 4 AREA-SO IN 3. 14 ULTIMATE LOA0--LBS 6300 UNITS TRESS-PSI ~I SPECIFIED STRENGTH -JUN·1 · AT 28 DAYS -0 19'4 2000 . . 8 . OF' _ SP. ECIA L I NFOR MA Tl() N _u..:.;11d .. ,f.l-j·1:1geg.:....,0 .... c_~=R-1-.11.1c-:8...,8g':JI .... ~. -----'----,-C--'----------------'- . . e/Jart117 ,,D I AQDITIQNAL DISTRIBUTION ent :~PECTFUU ttu Jkd ( C ( \ C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (714) 292-.0660 TEST REPORT -COP'IES TO: JOB NO. 1504 ADDRESS_-_,.,_;;:;:::::===2=4=2~5=La=C=o=s=t=a=A=v=e=·==C=a=r=ls=b=a~d====--=-~PHONE_4_3_6-_2_7_2_3 ______ _ D OWNER_·----------------- 0 CLIENT---'----------------- Olson Dev. Co. II II 0 ARCHITECT-----=-===-'-_;.:.=.;.;..::. _____ _ Samuel Wacht 0 INSPECTOR _______ -'--' __ _....-'----Melvin Fagot "FIELD' SAMPLE OF: Mortar ABC D co N TRAC TOA Dittman Masonry 0 ENGINEER Paul Y. Koshi D BLDG. AUTH Carlsbad PERMIT NO 73-9 ~----PLAN FILE I! ~J~Q=2,__ ___ _ =LOCATION OF iN JOB OR ST vel Stairs East -ABC Mortar 1970 Type S MIXNO -~---,-c-------1~-~------- PROPORTIONS ----------------'-- ADMIXTURE-"-----------'------'--'- R i vers i.de II TYPE: OF CE.ME NT __ ----~--------- co·NC. SUPPLIER -~-----,-'--'----------- TJCKET NO. ___________________ _ Melvin Fagot SPECIMEN MADE BY: __ ---~--------~ SLUMP~--------~-------- Apri 1 1974 DATE MADE ________________ _ DATE RECEIVED AT LAB. ___________ _ sand Sorrento SOURCEOFRt)t;t(-______________ _ Melvin Fagot INSPECTOR SIGN. ______________ _ LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DATE TESTED ARE-A-SQ IN UI,. TIMATE LOAD-LBS UNIT S TRE$S-PSI ~PECIFIED STRENGTH AT28DAYS DAYS 7 DAYS -DAYS 28 DAYS DAYS 10331 10 5/2/74 5/23/74 Hold 2000 SPECIAL IN FORMATION -------------------------~----------- AODI TIONAl DISTRIBUTION ( C ( C e_- · PROFESSIONAJ,. REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST R~PORT -co,1es TO: JO~ HO. 1504 osta de Marbella 2425 La Costa Ave. Carlsbad ADDRESS_~~d~=======::==_---.....;-==========-_--i 436-2723 D O 1 son Dev. Co. . OWN ER -------~------~---~------D Dittman Masonry CONTRACTOR ______________ _ II II D CLIENT----'-----~--------.;__-----o ENGi NEER ____ ..,,...._P_a_u_l_Y_._Ko_s_h_i ---- Samuel Wacht 0 ARCHITECT __ --'--------------'--0 BLDG AU TH _____ c_a_r_l_s_b_a_d ______ _ · D INSPECTOR _____ M_e_l_v_i_·n_._F_a_g_o_t_.-'-----PERMIT NO. _73_-_9_Z_G ___ PLAN FILE# _l_0_2 ______ _ FIE,LD' SAMPLE OF.: G:roj:jt DEF' LOCATION OF SPECI IN JOB OR STRUC URE BJ dg .. Wa 1'1-East End DEF S-Grout 84852 MIXNO --'----------------- Grput 6.5 sk PROPORTIONS--'--~-----'---~-~---- Pozz · 300 . ADM! X TURE -----------------"-- Riverside Port. TYPE OF CEMENT ________ -____ _ Con Rock CO NC SUPPL! ER--'-------------- TIC Ke T NO. -,-""'---------9_-_9_9_8_0_8 _____ -__ ' Melvin Fagot SPEC! MEN MADE BY:--'-------------- ] O" + SLUMP _____ ~------------ Apri 1 1974 DA TE MADE---------------- DATE RECEIVED AT LAB·---,---------- C. R. ~OURCE.OF ROCK-----------~-- Melvin Fagot INSPECTOR SIGN. _____________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKI.NGS 10352 10353 10354 DA TE TESTED 5/2/74 5/23/74 Hold AREA-SO lN 9.00· ULTIMATE LOAD-La 24600 UNIT S TRES.S-PSI ' 2000 SPECIAL lNFORMA TION ----,----~-------------------------- A001 TJONAL DISTRIBUTION C ( ( C { PROFESSIONAL REGISTERED INSPECTIONS, INC. / INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT-COl'IES TO: JO! HO. 1504 JOB. La Costa de Marbella ADD-R-ES-S~~~c=.~:~~;;~:;:2~4~2:5:=L;..a=-;;;~.·~.:c:::o;;;;;. =s_,m.a::tiiiiii,a:;.;;yiiiii-.A_s·~_e:::,;;;;;;J='"~,.,.a~-;~i;;;;s,,,,.• ;;;;;;b"""a:~;;;;;;2.,,;;;;e:-;;,=-;;,.~-.~~~..,..P-H-O-:---N-E~~4~3~6-'--_2~7~Z-3_ -_ -_ -_ -_ -:_-:_ -_ -_ -,_ Oison 0 OWNER _______ _ Dev. Co. Dittman Masonry D CON TRAC TOR ________ '-------- II 0 CLIENT ________ _ II Paul Y •· Koshi D ENGINEER _______________ _ 0 ARCHITECT __________ _,----------,-Samuel Wacht D BLDG AU TH _____ c_a_r_l_s_b_a_d ______ _ 0 INSPECTOR ___ ~-----' Melvin Fagot PERMIT NO. _7_3_9_l7 ____ PLAN FILE# __ lO_Z ___ _ FIELD' SAMPLE OF: Mortar ABC IN JOB OR STRUC Bldg. D irs MIX NO -----~-c...:..:..:,_:__;::...=~c..:...::;..., Con rock 84852 SP EC IM EN MADE BY.· ---Mr:+elel-l--'l 'v-l-Hi AF+-!Fi=-;acHg;J.EO'J-'tF------ 6~5 sk. ·PROPORTIONS----~~-~-------~ ADMIXTURE ___________ ~-----,---DATEMADE ______ yr/730~.r/7r4-------- TYPE OF CEMENT ____ R_i_v"""'e""'-r""""s-'-i-=-d-=-e_--=-Co=-'-1-=-to=-n,_,__ __ _ bA TE RECEIVED AT LAB -.... 51-r/..,.2..,./-17=4-------- -CO NC SLJPPL,1 ER ~ ___ C_o_n_R_o_c_k _______ -,-SOURCE OF AOC K --------------- TIC KET NO.-------~---------1 NSP EC TOR s IG N, ___ __,t .... le;..c]...,v._.i ..... n.._.F;.,;;a1-1.g!'oo4t~---- LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED f>.R!:A-SQ IN UL 'ff MATE.LOAD-LBS ~NIT S T_RESS-PSI · · SPEClflEO STRENGTH AT 28 DAYS DAYS 7 DAYS 10450 5/7/74 3 .14 f Y 1 0 .1974 DAYS 28 DAYS DAYS 10451 10452 5/28/74 Hold ?QQQ SP ~c IA L I NFOR MA r IQ N -,----~------.c-LJ1Hr-..y--+-Qtt-f--+-C:-.t:AH-RH"L-Sn_ B~Al:t",D-----------'--- ADDI TJONAL DISTRIBUTION." Bulldin~ DeRartment B:SP CTFUll y SUOlk-~---------- ( ( ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING . 7895 CONVOY COURT, SAN IJIEGO, CA 9.2111 (714) 292-0660 TEST REPORT -COf'IES TO: Olson Dev. Col II ·~· D CLIENT-----~---- 0 ARCHITECT-----'-"'-="-'=~--'-' .Samuel Wacht 0 ·1NSPECTOR ----~~~~-=..; Melvin Fagot · FIELD' SAMPLE OF: Mortar ABC JOB NO. J 504 D CONTRACTOR Dittman Masonry OENGINEER Paul Y. Koshi D BLDG. Au Tl:! __ C'"""'a_r-'l_s..,..b_a_d _________ _ PERMIT NO. --7_3~--9~1~6 __ PLAN Fl LE # ~}~0=2~--- ·LoC·ATION OF. Bldg. ft-So. Wall E. End • ., MIX NO ----------'---------- Mortar 1970 Type S PROPORT 10 NS-------------,------ ADMIXTURE~·--------~----~-- Rivers i de 11 TYPE ,Qf CEMENT ______________ _ Con Rock CONG SUPPL,IER ------------~------ TICKET NO.-·----'--------------- SPECIMEN MADE ~YMelvin Fagot ------------- SLUMP_~---------------- DATEMADE ___ 4_/_.2_9_/_]_4 _________ _ DATE RECEIVED AT LAB. ___________ _ sand Sorrento SOURCE OF ft66i<-______________ _ INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA AGE TESTED SPECIMEN MARKINGS DA TE TESTED AREA-SQ IN UL Tl MATE LOAD-LBS UN.ITS TRESS-PSI SPECIFIED STRENGTH AT 28 DAYS DAYS 7 DAYS -l 04 l 4 5/6/74 3. 14 DAYS 28 DAYS DAYS 10415 10416 5/27/74 Hold 2000 7974 SPECIAL IN FOR MA TIO N ----------~+G..,.JIH~----------·--------------eJf DF C . lid~0eWir!!f;J ~ .. -~ ,,... .. ,,...., .. ,r--r-n A00fTI0NAL DISTRIBUTION ( ( ( C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN ·DIEGO, CA 92111 (7141 292-0660 TEST REPORT -COPIES TO: JOB NO. 1504 JOB ______ -:::~L~a~Co~s.t~a~d~e==Ma~r~b~e~l~l~a~--=-..._iiiiiii;-:--------------- ADDRESS 242~ La. Costa .Ave., Carlsbad PHONE_4_3_6_-_27_2_3 ______ _ Olson CJ OWNER ________ _ Dev. Co. D CONTRACTOR Dittman Masonry II D CLIENT-------- II D ENGINEER Paul Y. Koshi 0 ARCHITECT ____ ~...:...::_.:...:..:__-'--'-"""" Mrl\Jin Fagot 0 BLDG AU TH __ C_a_r_l_s_b_a_d _________ _ .D INSPECTOR ________ ~ Melvin Fagot PERMIT NO 73-9] 7 PLAN FILE # _.J~Q,_._2~--- FIELO'SAMPLE OF:· Grout DEF L-OC AT ION OF S ~J,MiE'fif IN JOB OR STR CTURE Bldg. D-So.· Wall-1st. Lift -W. End MJXNO -~-----C_o_n_r_o~c_k __ -~---- PROPOR T 10 NS _____ 6__,. 5"---'s""'k"". ___________ _ AP Ml x TURE _____ P_o-'-· z=z~3.._0"'-0;;..._+--"t""'1B=-V'-'R"'"'. ___ _ TYPE OF CEMENT ________ ~------ CONG SUPPLIER ---'----------~-~--- TIC KET NO.------------~-~-- SPECIMEN MADE BY: -11eJ~v .... ·~· o~E~a""!g,,...a.._.t ______ _ DATEMADE----~4~L-2~9-Lr74~-------- DATE RECEIVED AT LAR .It./!; SOURCE OF ROCK c--e1 INSPECTOR SIGN. 1t(ip 1 v./d. b LABORATORY TEST DATA oh. 'J-',;,. }. AGE TESTED SPECl/\1EN MARKINGS DA,TE TESTED AR·EA-SQ IN U.L TIM,A TE LOAD-LBS tJ'NI T STRESS-PSI SPECIFIED STRENGTH AT 28 DAYS ! DAYS ~ 7 ! DAYS 10417 5/6/74 9.00 18300 -;;;;-- 2030 I DAYS ..,,, ,~vr r:>~Jtt;,,"' , I I DAYS ?ie-4 -µqti,U''j 1.010419 10418 llJ;)i f. 5/27/74 Hold )· 2000 SPECIAL IN FORMATION ----------------------------------- -ADDIT.IONAL DISTRIBUTION : :SPECTFU LL VD7JJ W_ -- ( -· PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COUR.'r, SAN DIEGO, CA 92111 (714) 292-0660 TEST REPORT -co,,es TO: JOliJ NO. 1504 La Costa de Marbel la JOB_-"------:::::;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;:;;;;::::::;:;:::::::=--------'---------_ -<=2425 ~· ~~~~-Av_:-_;_;_~r~s~ PHONE_4_3_6-_2_7_2_3 ______ _ ADDRESS DOWNER Olson Dev. Co. OcoNTRACTOR Dittman Masonry 0 CLIENT II II D ARCHITECT Samuel Wacht D rNSPECTOR Melvin Fago,: · fl ELD' $AMPLE OF: Mortar A B C LOCATION OF SPECIMEN Bldg. H S_ta i rs IN JOB OR STRUCTURE MIX NO -------------~---- PRbPORT 10 NS _______ 19_]_0_T_y_p_e_-_s _____ _ ADMIXTURE-~--------------- Ri vers i de 11 TYPE OF CEMENT _______ ~-~----- CONC SUPPLIER--------------- TIC KET NO.-----------'--~----- D ENGINEER Paul Y. Koshi D BLDG. AUTH Carl sbai.;f PERMIT NO 73-921 PLAN FILE II l oz Melvin Fagot SPECIMEN MADE BY. __ -____________ _ SLUMP_.----~------------ 5/3/74 DATE MADE ________________ _ DATE RECEIVED AT LAB __ S_f_7_J_]_J.i _______ _ SOURCE OF R96-K sand Sorrento INSPECTOR SIGN ____ t-_le_l_v_i_n_f_a_g_o_t ____ _ LASORATORY TEST DATA AGE TESTED DAYS i DAYS DAYS 28 DAYS DAYS SPEClMEN MARKINGS. l 0542-l 0543 10544 DA TE Te"STED 5/10/74 5/31/74 Hold AREA-SQ IN 3.14 3. 14 ULTIMATE L0AD--LBS 6500 U-NiT STRESS-PSI 2070 ---ll1;,0z. ~ . 1 SPEC ,AL I NF0RMA T ,o N '/J....,:s>:>--+/j'\--c:..;4;""9,.,,_,2 _________ .,..._ _________ '--__ ~--------- -. 0,o~ ,< 8<9-. AD.DITI0NAL DISTRIBUTION ~l]--;(9 "41) '/}f ( r' 1 \ ( -·( -PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TC:ST REPORT -COPIES TO: JOB NO. 1504 La Costa de Marbella Jos _____ ~;;;;;;;;;;;;;.-;.;;;;;;;===~~;;;;;;;;;~;;;;;;;;;;;~;;;,------------:----- 2425 la Costa Ave., Carlsbad 436-2723 ADORESS _ _,,~ll:iilliiiailiii!iill.-:---=--====::.::::.:;;;iiiiiiiii~;;;;;;.;;;;.;:;;.~=-----PHONE_-'-________ _ D OWNER ________________ _ Olson Dev. Co. II D CLIENT----------------- 0 A.RC HI TEC T-------------------- II Samuel Wacht D INSPECTOR _________ .;;:;_ _____ _ Melvin Fagot F-IELD' SAMPLE OF: Grout DEF LOCATION OF SPECIMEN· IN JOB OR STRUCTURE Bldg. R North wal 1 D CON~RACTOR D ENGINEER D BLDG, AUTH , Dittman Masonry Paul Y. Koshi Carlsbad PERMIT NO 73-9 ~--=-----PLAN FILE # _;1_0_2 ____ _ ~. ==== f:T!'f"S'Z"'~"fWt Con Rock 84852 MIXNO _________________ _ PROPORTiONS -------------"---- ADMI x Tu RE ______ P_o_z_z_3_0_o_+_M_B_V_R ___ _ TYPE OF CEMENT ____ Co_l_to_n _____ ~-- Con Rock CONC·SUPPLIER _________________ _ TIC KET NO. ________________ _ SPEC! MEN MADE BY: __ M_e_l_v_i n_F_a_g_o_t _____ _ 10" + · SLVMP ____________ ~----- DATE~ADE _____ 5_/_G_/_7_4 ________ _ DATE ,RECEIVED AT LAB. _5_/_9_/_7_4 ________ _ SOURCEOFROCK ___ Co_n_Ro_c_k ________ _ INSPECTOR SIGN, ___ M_e_t_v_i_n_F_a.,c;cg_o_t _____ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS , SPEOMEN MARKINGS l 0611 10612 10613 DA-TE·TESTED .5/13/74 5/31/74: Hold 'AREA-SQ IN 9.00 9.00 UL Ti MATE LOAD'-LBS, 22300 34000 · UNIT STRESS-PSI 2480 ---- 2000 -,.iJ~ ·c <I SP,E-C IA L I NFOR MAT 10 N ___,f2"f-A,._"'~"""~_..T'i._.."--·, -------------'-----------------~-. -,c.'c~ u~ ADDITIONAL DISTRIBUTIO.N, 'rf/JJ0IJ;b RESPECTFULL y SUBMITTEiJD ' (lttj ·~ BY • ~ ·, ENG!NER' ( -( -PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERiNG 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714) 292-0660 TE·ST REPORT -co,res TO: JOB NO. 1504 La Costa de Marbe 11 a JOe-----:::;;;:;;.-iiiiiiii'--=------;;;;;;;;;;;;;;:;:::::-------~-------:-- 0 OWNER-------~-~------'-- 0 CLIENT·--~---------------- Olson Dev.· Co. II II n ARCHITECT _______________ _ Samuel Wacht o: I NSP EC TOR--'-----,------~"'--~-------Melvin Fagot · .. F-IELO'SAMPLE OF: LOCATION OF SPECIMEN ·IN JOB OR STRUCTURE Grout DEF Bldg. K East wal 1 ·MIXNO ____ ----__ 8_4_8_5_2 ________ _ PROPOR T 10 NS _____ 6_ • .;:...5_s_k _____ --'-_-"-_ · AD Ml x TURE ______ P_o_z_z~3_o_o_+_M_· _BV_R ___ -- TYPE OF CEMENT ____ C_o_l_t_o-"-n--'--------~ GO NC SUPP LI ER --'---'--C_o_n_R_o.,c.c_k _______ _ TICK.ET NG. ______ 9_-_9_8_0_6_1_-'--________ _ D CONTRACTOR Dittman Masonry D ENGINEE.R Paul Y. Koshi 0 BLDG. AUTH Carlsbad PERMIT NO 73.,.q _______ PLAN Fl LE # __ _,_J ,_,_Q.,_2 __ _ SPECIMEN MADE BY: Melvin Fagot SLUMP 1011 + DATE MADE 5/3/74 I 5/7/74 DA TE RECEIVED AT LAB. SOURCE OF RQC K ____ C_o_n_R~o_c_k _______ _ l'NSPEC TOR s IGN. ____ M_e.,c.· _l v_i n_F_a_,g"-o_t _____ ___ LABORATORY TEST DATA AGE TESTED DAYS 7 QAYS DAYS 28 DAYS DAYS SP-SCI r:.1E N MAR Kl NGS. 10551 10552 · 10553 DA TE TESTED 5/10/74 5/31/74 Ho1 d AREA-SO lN -3·d·4-. 9. 00 9.00 ULTIMATE LOAD--LBS ../l 19700 29400 · · uNn srm=ss-Ps1 2190 --...-,..;i;:-ztt ri m 3270 SPECIFIED STRENG TH J, /i1 .,; t:- AT28 DAYS C/ <) .._ J I) 2000 .. . lJilcti '/:" C . . SPECIAL I NFOR MA TION _,/Jg~lJ.~;,Lj=f(.+.t'-,St=1-x::-------,--------------------- .f!/)ql"t;S,t/D A·ODITIONAL OISTRtBUTION '/rJe/]f-.RESP·ECTFUll Y SU Ml:iTZJ A BY_ ·. .(~,f ~L-d\ j) ' .. v ~'-'R---,-----,-,.--- ( ( ( ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 {7141 292-0660 ) TEST REPORT-COfltES TO: JOB NO. l 504 _ JOB ___ '-'--____ la=C:o~s=t~a~d~e=M~a~r~b=e=ll_a===:;;;;;;:::::;:::::-------------~- ADD'RESS c77J525 La Costa Ave. , Carl Sbad . ~ PHONE _4_3_6-_2_7_2_3 ______ _ DOWNER Olson Dev. Co. OcoNTRACTOR Kittman Masonry· .. o ~LJENT ------''------------- II ll D ENGINEER Paul Y. Koshi 0 ARCHITECT ______________ _ Samuel Wacht D BLOG. AUTH Carlsbad D rNSPECTOR-'----~=-'-~~-=-.a-=-=..._-Melvin Fagot PERMIT NO 73-9 -.-<-___ PLAN FILE# _.......,_1=02=--- FIEL.D' SAMPLE OF: Grout DEF LOCATION OF SPECIMEN IN JOB OR STRUCTURE Samples DEF@ building G-W-End 2nd. 1 if t So. wa 11 MlXN0 84852 Melvin Fagot SPECIMEN MADE BY; ____________ _ PR0P0RT 10 NS 6.5 sk 1011+ SLUMP ________ ~'---------- AQMI X TURE Pozz 300+M_BVR 5/2/74 -----~------------,,---DATE MADE---------------- TYPE OF CEMENT Col ton DA ~E RECEIVED AT LAB. _·S_f_3_0_/_7_4_·-_-_____ _ CONG SUPPLIER Con; Rock CR Escondido SOURCE OF ROCK _____________ _ TICKET NO o-46193 INSPECTOR $1G N. _____ M_e_l _v_i n_F_a_g_o_t ____ _ LABOR.A.TORY TEST DATA AGE TESTED I DAYS 7. I DAYS I DAYS 28 I DAYS I DAYS SPECll-.lEN MARKINGS 10548 l 0549 10550 DA TE TESTED 5/9/74 5/'30/74 Hold AREA-SO IN 9.00 9.00 UL T.IMATE LOAD-LBS 21100 3000n -~ I\ • '"""- UNIT STRfSS-PSI RE 1CEIV1 ~D1io ~ ~33;-(lkJ u)) ......... __ , SPECIFIED STRENGTH JUN 4 -1974 ... 0ou· Ai 28 DAYS SPECIAL INFORMATION CITY OF CARLSBAD · Building Department ADDITIONAL DISTRIBUTION . ,- ( '· ( C PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • · ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT -CQ,iES TO: JO!I NO. 1504 La Costa De Marbel la JOB ___________ ==~-= .. ='~--~·p~~~·~*•~-~·~·~=-.. -==--------------------:___ r~-~~~a Costa Ave, Ca~-436-2723 ADDA ESS ____ _,,i-.;;;._,:-,_-_ _.;.c_ .... -~;"1;;::;:;;;,,_,,~;;. ... :;;; ..... ,.-;;;;;;...,..:;-.,.;;;;; .. ;;_;;.,.:;;: .. a:z. .• :;;;0.,:::::.v;z,-::;;;;-:';~==· ::.-;;:;;.u_:::,. 0 ..,_i;:':'.a·.:::: ... :---'::". _3_ ;:=-_ -____ PHONE __________ _ D ow NER _______ 0_1 s_o_n_D_e_v_._·______ [] CON TRAC TOR _____ D_i _tm_a_n_M_a_s_o_n_r_y ___ _ II 11 fj CLIENT-------------~--- Paul Y. Koshi D ENGINEEA----------~----- 0 ARCH ITECT ________ s_a_m_u_e_t _w_a_c_h_t ____ _ 0 BLDG AUTH. _____ C_a_r._. l_s_b_a_d ______ _ D ,.NSPEC r"oR _____ M_e_l_v_i_n_F_a_go_t ____ _ PERMIT NO. _73_-_9_2_4 ___ PLAN FILE# _J_02 ____ _ FIELD SAMPLE OF: Mortar LOCATION OF SPECIMEN IN JO.B OR STRUCTURE Bldg. ·L-Low Wal 1, W. End. MIXNO ~-_______ 1_9_J_O_t_y_pe_S __ ~------SPEC I MEN MADE BY: -~-M_e_l_v_i_n_Fa_g_o_t ____ -'- PROPORTIONS---------------'---SLUMP _________________ _ ADMIXTURE _________________ _ DA TE MADE .,..._ -~----A~p_r_i_} _23--'-, _1_9_7_4 ___ _ Riverside II TYPE OF CEMENT _________ -______ _ DATE RECEIVE[;> AT LAB. ___________ _ CO_NC SUPPLIEfl ---------------SOURCEOFROCK ____________ --'------- . TICKET NO ___________________ _ 1 NSPEC TOA SIG.N. ____ M_e_· l_v_i_n_F_a_go_t ____ _ LABORATORY TEST DAT.A AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS. 10307 10308 10309 DA fE TEST-ED 4/30/74 5/21/74 Hold AREA-SQ IN 3 .14 3. 14 UL Tl MATE LOAD~LBS 9300 12800 UNIT STRESS-PSI 2960 SPECIFIED STRE AT 28 DAYS 2000 ,AOOi'TIONAL DISTRIBUTION AESPECTFULL Y SUB~ITJD BY· . e bffi ~,..~-~ .. ( ( ( ( C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN OIEGO, CA 92111 · 17141 292-0660 TEST R!:PORT-CO,tES TO: JOl3 HO. 1 504 La Costa de Marbella 2425 La Costa Ave. Carlsbad ADD.RESS PHONE 436-2723 DOWNER D CLIENT D ARCHITECT 0 INSPECTOR FIELD' SAMPLE OF: ,LOCATION OF SPECIMEN IN JOB OR STRUCTURE MIX NO .PROPORTIONS ADMIXTURE TYPE OF CEMENT CONG SUPPLIER TICKET-NO. AGE TESTED SPECIMEN MARKINGS. DA TE TESTED AREA-SQ IN Oison Dev. Co. D CONTRACTOR 11 II D ENGINEER Samuel Wacht D BLDG AUTH Melvin. Fagot PERMIT NO 73-926 Gr0tlt DEF· n;;;,~11 rt Bldg. N-Low Level Wall-East End DEF $-Grout 84852· SPECIMEN MADE BY: Grout 6.5 sk SLUMP Pozz 300 DATE MADE Riverside Port. DA TE RECEIVED AT LAB. Con Rock SOURCE OF ROCK 9-99808 INSPECTOR SIGN LABORATORY TEST DATA DA.YS 7 DAYS DAYS 10352 5/2/74 9.00 Dittman Masonry Paul Y. Koshi Carlsbad PLAN FILE# l OZ Melvin Fagot 1011 + Apri 1 1974 C. R. Melvin Fagot 28 DAYS DAYS 10353 103.54 5/23/74 Hold 9.00 UL TJMATE LOAD--LBS 24600 .--?-~QQO-::::;::::::o,l_,,,,,=~------------+'-----'-----t------'--'-+--------,:'_.."---1 ______ +-~--~-- UNITS TRESS-PSI SPECIFIED STRENGTH AT 28 DAYS 1974 2890 f D 2000 SPECIAL INFORMATION ""C""/*"7.,.;·......---------------------------------. . .Y .OF CARL. AD01r10NAL D1s rn1sun~Uildmg Dep tSBAD . ar ment· ( ( ( PROFESSIONAL REGISTERED INSPECTIONS; INC. INSPECTIONS • TESTING • ENGINEERING 7895 (::ONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 TEST R~PORT -COl'IES TO: JO!!l NO. 1504 JOB_-'------:-:;;;-~L=a=-c_o_s_t_a_de_. _M_a_r_b_e=1;1~a~....;;;;;:;;;;;:;:::;::::----------------- ADD R ESS __ ~~::-===2=4::2;:;5;;;:' =La:=G;;;;o;;;;s;;;;t;;;;;a;;;;A;;;;;v_e_ .• ;;;;.;;;c_a;;;;;r;.i;;l s=bma=d----====--PHON E _4_3_6-_2_7_2_3 ______ _ D OWNER--------------------Olson Dev. Co. D CONTRAC'TOR Dittman Masonry 0 CLIENT ---~---------'--~--II II D ENGl·NEER Pau 1 Y. Koshi D ARCHITECT ----....cc...c===...:.--'-=-'-'-"------'--Samuel Wacht .D BLDG. AUTH Carlsbad D INSPECTOR __ ~ _____ _,.,,___c __ Melvin Fagot PERMIT NO 73-9 -----PLAN FILE # ~I~0=2~---- FIELD' SAMPLE OF: Mortar ABC LOCArJON.OF SPECIMEN Bldg. A lfJW Level St_ai rs East -ABC IN JOB OR STRUCTURE . Mortar 1970 Type S MIXNO --~----------~-~--SP EC IM EN MADE BY: ___ l'_te_l_v_i_n_F_a_g_o_t ____ _ PROPORTIONS ______________ _....._ SLUMP _________________ _ ADMIX TURI: ________________ _ Apri 1 1974 DATE MADE------''-------------- Riverside II TYPE QF CEMENT_· _____________ _ DATE RECEIVED AT LAB. ___________ _ CONG SUPPLIER---------'----~---sand Sorrento SOURCE OF R'Oet<-______________ _ TICKET NO ----'---~-~----'------INSPECTOR s IG N. ____ M_e_l_v_i_n_F_a_g_o_t ____ _ LABORATORY TEST DATA AGE TESTED SPECIM~N MARKINGS DA TE TESTED AREA-SO IN UL TJMA TE LOAD--LBS UNiJ STRESS-PSI SPECIFIED STRENGTH AT 28 DAYS DAYS 7 DAYS 10331 5/2/74 3; 14 8900 2835 DAYS 28 DAYS DAYS 10 5/23/74 Hold 3. 14 2000 . 'll'y. 1!}?,_ SPECIAL f NFORMA TIO N /:J.='""~1-1.9q,=---.,,..Q.,,.'J:.--,,._~· ____ 1 _______________________ ~_ . . . 'I/Jg C.1J1t1 . . Aoo1T10NAL D1srn1BuT10N D0/J,::, ,SIJ.A · · '"'rt/J-J. riD -01Jt ::SPEC27JJ~~:_T_, E,--Dl'-/---------~- ( ( ( ( ( PROFESSIONAL REGISTf;:RED INSPECTIONS, INC. INSP.ECTJONS • TESTING • ENGINEERING 7895 QONVOY COURT. SAN DIEGO, CA.92111 [7t4] 292-0660 TEST REPORT -co,,es TO: JOB HO. l 504 JOB La Costa de Marbel la ADD_'R_E-SS ______ ~---_-_j-~~::;::2:;·::4;;2;5:;L=a·;;~~~.,;;:;o:s:t~a-~-;;A-v:e:.~,=,:.::C=a:r:i:s;b=a:d;;;;;-::~~::::P-H_O_N_E~~4~3~6~--2_,-7_2~3~~~~~~~~~~~~- 0 OWNER--~-------'-"---,--------- 0 CLIENT--------~-----~-- Olson D~v. Co. II II 0 ARCHITECT _____ ..;;.;......c;....c..c......--.c.;;:.;.....c;__~---Samuel _Wacht 0 INSPECTOR __ ~--'-~~'----'--""--"~'--=---Melvin Fagot FIELD-SAMPLE OF: Mortar A B C D CONTRACTOR Dittman Masonry D ENGINEER Pau 1 Y. Koshi D BLDG. AUTH Carlsbad PERMIT NQ 73-9 ~----PLAN FILE# _J~0'"""2~---- LOCATION OF SPECIMEN IN JOB OR STRUCTURE Sample ABC@ building E -. W. stairs 1970 Type_ S Melvin Fagot Ml X NO __________________ . SPECIMEN MADE BY:------~------ PROPOR T 10 NS---------------~ ADM! X TURE ----------------- Riverside 11 TYPE OF CEMENT ______________ _ CONC SUPPLIER --------------~ TICKET NO ----------------- SLUMP~------------------- DAJEMADE ______ S_/_Z_/_]_4~------- DA TE A ECEIV ED AT LAB. __ S_/_7_/_7_4 _______ _ souRCEOF~0€~_-_s_a_n_d_S_o~r~r~e~n~to"'-------- 1 NSP EC TOR SIGN ----~--'le'-'l-'v-'i-'-n'--'-F-"'a'-'g'-.o-'t'--___ _ LASORATCHlY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MAR·KINGS 10536 10537 10538 DATE TESTED 5/9l74, 5/30/74 Hold AREA-SQ IN 3 .14 3. 14 UL Tl MATE LOAD--LBS 500 UNIT STRESS-PS,! R 2390 SPECIFIED STRENGTH AT 28 DAYS JUN 4_ -1974 2000 C\TY OF. CARLS~AD SPECIAL INFORMATION '8ui\di11g Oepar-~ment ADDITIONAL DISTRIBUTtON ( ( ( \ C ( PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 C714l 292-0660 · TEST REPORT -COP'IES TO: JOB NO. 1504 La Costa De Marbel la JOB-'-----:------:::::::::;:::;;::;;;;;;;;;;;.;;;=:;:;::;;;;;:;=;;;;;;;::==::::::====-------------- ADDRESS __ ---ic:;;t:=====-2-4=2=9==L=a==Co=s=t=a==A=v_e __ :· ==::::::· =-==--=--'-:2~-___ PHONE __________ _ D ow N ER ____ -___ B_._E_._M_._D_e_v_e_l_o __ p_e-'r __ s __ OcoNTRACTOR Olson Development D CLIENT -----------------O ENGi NEER __ P_a_u_l_K_o_s_h_i _________ _ . D ARCH If EC,'. ___ ~_S-'--. a_m_u_a_l~_ ~_/a_c_h_t--'----0 BLDG. AUTH City of Carlsbad 0 INSPECTOR~-------'-B __ r __ i~n=d __ le~·~-----'----PERMIT NO. 73-916 PLAN FILE# _____ _ FIELD-SAMPLE OF: Mortar LOCATION OF SPECIMEN IN JOB OR STRUCTURE Building C to First Lift. Typ_e 5 MIXNO -------~----------SP EC I.MEN. MADE BY: -~B __ .r_i_n_d_l_e~-----~-- PROPOR T 10 NS 1 Cement; 4 Sand; ½ LimeSLUMP ------------------''--,- ADMIXTURE ________________ _ 4/19/74 DATE MADE ________________ _ Riverside II TYPE OF CEMENT _____ -'----------~-,--DATE RECEIVED AT LAB. __ ~--------- Job -Mix CO_NC SUPPLIER------------,--.-----SOURCE OF ROCK-'---------------- TICKET NO.-----------------INSPECTOR SIGN. ______________ _ Joe Brindle LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS . DAYS SPECIMEN MARKINGS 10228 10229 10230 DA TE TESTED 4/26/74 5/17/74 Hold AREA-SQ IN 3. 14 3. 14 uLnMATE LOAD-RE 8100 . .--- UNIT STRESS--PSI 2580 SPECIFIED STRENG TH AT 28 DAYS 2000 81.iilding Department. SPECIAL IN FORMATION ---------------~------------------- ADDITIONAL DISTHIBUT.ION ·( C ( ( ·( PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO. CA 92111 . (7141 292-0660 .T.EST REPORT -CO,-tES TO: JOB NO. 1504 JOB ----=:::;;;;,-;::;;;;;;;;;~~===:::::):---~--:----- ~2425 l C t A Carlsbad 4~6-2723 ·a · os a ve., P -ADDRESS_~--====::=:;:===:==:==:;:;;:;;;;;;;;;;;::.;;;;;;;;;:.;=.,........~-HONE _________ _ . La Costa de Marbella Q OWNER--------'--------='-------OJ son Dev. Co. 0 CONTRACTOR Dittman Masonyy D Gllf;:NT -------'----------- n II 0 ENGINEER Paul Y. Koshi 0 ARCHITECT _____________ -__ Samuel Wacht 0 BLDG. AUTH Carlsbad 0 INSPECTOR ___ -'----=-=-:,....:_'-'-'---,-:"-'-';.__;;_-----Melvin Fagot PERMIT NO. 73-914 PLAN FILE# 102 FIELD'SAMPLE OF: f:lortar ABC LOC-ATION OF SPECIMEN IN JOB OR STRUCTURE 2nd lift_ ret. waJ-1 P to R MIXNO _______ 8_4_8_5_2 _____ ~-~ SPECIMEN MADE BY: .. ·Melvin Fagot . PROPOR TIQNS --'---'---------J..._9 .... 7 ..... 0---=ty.,_._pe-"--S=--~----'--. SLUMP-=--+----~---------~- AD.Ml X TURE --------------------DATEMADE _____ 5_/_10~/~Z~4~------- TYPE OF CEMENT ____ R_i_v_e_r_s_i_d_e_l_l _______ _ DA TE RECEIVED AT LAB.~5=/_1"---5.,_./_,7 .... 4.__ _______ _ CO NC SUPPLIER _____ C_o_n_r_o_c_k _______ _ SOURCE OF ASS~ sand Sorrento TICKET NO ----'-------'------------I NSP EC TOR s IG N. -----=H~e~l ..... Y~i n..._.F ..... a ..... g-l-'o ..... t.------- I-ABORATORY TEST DATA AGE TES TED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 10658 10659 10660 :DA iE TESTED . 5/17/74 6/7/74 Hold ~RE~-SQ lNR 3. 14 u_L r1r,,1ATE LOAD-LB1AAY 2 3 1974 2580 AT 2? DAYS 2000 SPECIAL INFORMATION ~--------------------------------- ADDITIONAL DlSTRIBUTION I . \ ( (_ C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COL:JRT, SAN DIEGO. CA 92111 (7141 292-0660 ·tE·ST .REPORT -COlll'tES TO: JO!I NO. 1 50-4 La Co_sta De Marbel la . . JOB"""":· --,------=::;:~~;;;;,..~--~ai!!~~!!!!!!!!!!!-.....__,--:-------------- ADDRESSc;: La Co~ta Ave. Ca.rlsbad ::) PHONE __________ _ 0 OWNER --==;;;. __ _;;; _____________ -;:::.D co NT RAC TOR _____ O_l_s,....o_n_D_e_v_. _____ _ ' D CLIENT------------'--,---------' ·o ARCHITECT Samual Wacht -----------------,.. . _ -,0 rNSPEC TOR -----'---=B:..:.r .... i"""n=d:..:cl-=e;.__ ___ --'---- "HELO SAMPLE OF.: LOCATION OF SPECIMEN IN JOB OR STRUCTURE . - Mortar Building H to ~irgt Lift ~ ff:;,;_-_. SZ:=i :z : Type S MIX NO.--------~--------- } Cement; -4 $and;½ Lime. PROPORTIONS-~-~------------ A'0MI X TURE -------------,----- Riverside II TYPE OF CEM.E-NT~-------------- Job Mix CONG SUPPLIER--------------~ Job Mixed -TICKET NO. ________________ _ 0 ENGi NEER-'-------:-P_a_u_l_K_o_s_h_i _____ _ O BLDG. AUT H. _____ c_i t_y_o_f_C_a_r_l_s_b_a_d __ _ PERM IT NO. -"-7..;..3_-_9_2_1 ___ PLAN FI LE 11 ___ __,_ __ Brindle SPECIMEN MADE BY:· ___________ __,__""'"' SlUMP ------------------------- -4/22/74 DATEMADE----------------- 4/26/]4 DATE RECEIVED AT LAB·------~----- SO.URGE OF ROCK ______________ _ Joe Brindle INSPECTOR SIGN. ______________ _ L~BORATORV TEST DATA AGE TESTED SPECIMEN MARK-INGS' DA fE TESTED AREA-SQ IN 1.tE UL Tl.MATE LOAD-LBS UNIT STRESS-PSI ·SP EC.!_F IE D ST REN . AT 28 DAYS DAYS 7 DAYS 10319 4/29/74 _.3 ;]14 ·5800 1850 DAYS 28 DAYS DAYS 10320 10321 5/17/74 Hole! 3. 14 9.Q,0,() 2865 ) 2000 SPECIA·L IN FORMATION -------------~--------------------- ADDITIONAL DISTRIBUTION • I ( C ( ( ( PROFESSIONAL REl31STERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (7141 292-0660 .TEST REPORT -co,,es TO: JO!II NO. 1504 JOB ______ --=::::L;a::;:Co~s~t~a~d~e~M~a~r~b;e~l;l~~::::;;;=:::::====~-------------6 2425 La Costa Ave. , Carl sba?::::.::? PHONE _4_3_6-_2_7_2_3 _____ _ -ADDRESS · DOWNER Olson De>a. Co. OcoNTRACTO.R Dittman Masonr:y D CLIENT----------------- II ii 0ENGINEER Paul Y. Koshi . D ARC KITECT ___________ __,a_"-'---Samuel Wacht D BLDG AUTH Carlsbad 0 INSPECTOR __ ~-----------Melvin Fagot 'PERMIT NO. 73-91L1 PLAN FILE# F·lELt;)' SAM.PLE OF: grout DEF L,OCATION OF SPECIMEN IN JOB OR STRUCTURE Re t . wa 11 1 st: • 1 i ft L to M-= ,e; :,, ; r z::;:: MIX NO 84852 SPECIMEN MADE BY: .. Melvin Fagot .PROPORT 10 NS 6.5 $k SLUMP J 011 + ADMIXTURE Pozz 300+MBVR DATE MADE 5/10/74 102 TYPE OF CEMENT Colton DA TE RECEIVED AT LAB. ~5~/_1~5~/~7_4 _______ _ CONG Sl.,JPPLIER .. Con rock SOURCE OF ROG K ___ C_o_n_r_o_c_k ________ _ TIC-KET NO 9-98277 I NSP EC TOR s IG N. ___ M_e_l_v_i_n_F_a_g~o-'t _____ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS 10667 10668 10669 DA TE TESTED 5/17/74 6/7/74 Hold A'R'EA-SQ IN 9.00 l:JL THJ1ATE LO 22800 UNIT STRESS-PSI 2640 2000 SPECIAL IN FORMATION ---------~~----~------------------ ADDITIONAL DISTRIBUTION RESPECTFUl.LY sun• Tr '\ .. ~ ~" . . , I, J A-M ( ,, ( ( \ ( C PROFESSIONAL REGISTERED INSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT, SAN DIEGO, CA 92111 (7141 292-0660 ··TEST .REPORT-COPIES TO: JOB NO. 1 504. La· Costa de Marbel la DOWNER Olson· Dev. Co. II II :o CLIENT. D ARCHITECT Samuel Wacht D INSPECTOR Melvin Fagot FIE,LO'SAMPLE OF: Grout DEF LO.CATION OF SPECIMEN IN JOB OR STRUCTIJRE 2nd 1 if t M-N 84852 MIX NO 6.5 sk PROP.ORT 10 NS Pozz 300 + MBVR AD.MIXTURE Col ton TYPE Of' CEMENT Conrqck CONC SUPPLIER 9-98358 TICKET NO Dittman Masonry D CONTRACTOR ______________ _ Paul Y. Koshi D ENGINEER ______________ -'-_ Carlsbad D BLDG. AUTH -----------·---- PERMIT NO. 73 -914-3o 102 PLAN FILE# _____ _ Melvin Fagot SPECIMEN MADE BY: --'--------------'-- 1011 + SLUMP_. ________________ _ 5/13/74 DATE MADE ________________ _ 5/lS/74 DATE RECEIVED AT LAB. ___________ _ Conrock SOURCE OF ROCK ______________ _ Melvin Fagot INSPECTOR SIGN. ______________ _ LABORATORY TEST DATA AGE TESTED DAYS 7 DAYS DAYS · 28 DAYS DAYS 'SPECIMEN·MAAKINGS· 10670 10671 10672 DATE TESTED 5/20/74 6/10/74 Hold AREA-SO IN 9.00 23400 u N.1 T s TRESS B-2600 ------ · . SP EC IF. IE D ST R (: NG TH 2000 AT 28 DAYS c_9.Kli,D -· · r. · ~ 0 a.rtn,en·i SPECIAL 1NFORMA,ij\\"'~~\n._..g_,o_e_?_· ______ -'----~---------~-------- ADDITIONAL DISTRIBUTION ::SPECTF"UZJsg;;J' __ J_d_D_+s-,-_-__ -,_-_-_-----~- (. C ( ( ( PROFESSIONAL REGISTERED iNSPECTIONS, INC. INSPECTIONS • TESTING • ENGINEERING 7895 CONVO'(COURT, SAN DIEGO, CA 92111 [7141 292-0660 TEST REPORT-COPIES TO: JOS NO. 1504 la Costa de Marbella JOB----'----:::;;;;;iiiiiii;;;;;;;;aa:......,.-=---~~~---~-..;;;;;::-----------~- II 11 D CLIENT-----------------DE NGIN EER ____ -'P~a_u_l_V_._Ko_s_h_i _____ _ .. D ARCH 1TEC t _~ ___ S_a_m_u_e_l_W_a_c_h_t ____ _ D BLDG. AU TH ____ C_a_r_l_s_b_a_d _______ _ D 1NSPECTOR ___ ~ ___ M_e~l_v_i_n_F_a~g_o_t _______ _ PERMIT NO. _7..c..3_-_9_1_4 ___ PLAN FILE # _1_0_2 ___ _ FIELD' SAMPLE OF: Mortar ABC l,.OCATION OF SPECIMEN IN JOB OR STRUCTURE Rt. wall L-M 2nd lift ..rro rt: :-: ' ::>' Ml X NO ----------'8"-4"""8"-"5=2:;__ _______ _ SP EC IM EN MADE By __ ,._1e~l v--'i n-'--'F-'a"-'g.,._,o~t~----- PROPORTIONS ____ ,--1,...9"'"7'-0"'--'t:..Yw:·P::..;:e::;_,_;:S,__--'-----SLUMP _________________ _ AD.MIXTURE ---~------=----'-------DATE MADE ----~5=/_.}_3..,_/_,_7 _ _._ _______ _ TYPE OF CEMENT ____ R~i~v~e~r~s~i~d~e~I ~'----~ DATE RECEIVED AT LAB. _5_/_1~5_/~7_4 _____ ~-~ CO NC SUPP LI ER _--'-___ C_o_n_r_o_c_k __ ..,..... ____ _ SOURCE OF fioc-x-saodSorrento TIC KET NO ________________ _ I NSP.EC TOR SIG"! --~M~e~l~v~i~o~E~a~g .... o~t _____ _ LABORATORY TEST DATA -I DAYS I DAYS I DAYS I DAYS I DAYS A/:;E TESTED 7 28 SPECIMEN MARKINGS 10661 10662 10663 DA TE TESTE.0 5/20/74 6/·10/74 Hold -AREA-SQ IN 3. 14 UL T.JMATE LOAD-LBS . 7400 "' 1,1 ~f ,,,,,,-----UNIT STRESS-PSI ..... " -~ -_..-:, ~ -i! .DY 2355 ~- . -.. n_D~ "---'-----SPECIFIED STRE-..u, H 2000 AT 28 DAYS '> ~ \q74 . "' n1ri, ·~ . s·FEC!A L INFORMATION --~-t.""DA+t_.,c.-,n=n.,.;,,n~--------------------------'---F Cl"\" .::n.,,, ·"" 'O\D' 0 . artrnent AD01TIONAL DISTRn:pn\ld\Og oep ::SPECTFUll~IfQ~ ( C PROFESSIONAL REGISTERED INSPECTIONS. INC. INSPECTIONS • TESTING • ENGINEERING . 7895 CONVOY COURT, SAN DIEGO, CA 92111 [714) 292-0660 ( ,, TEST REPORT-CO!IIIES TO: JOD NO. 1504 La Costa de Marbe1la JOB _______ -,,--,.--==.,...-'----=--""--=.,==;:::-:.c.:-""·"""-"""""=-=='=.--==""""""""=·--a....-==---,.-----------------/~-----· _ ,-25 -~a,_Co.s.,ta.,,.Ay,,e.,..,.C.a,e.l.s..b..a.d-=::::, 43 6-2 723 ADDRESS ___ ~;=::;-;;;;.;;;-;;..;-==-"""-~·-________________ PHONE ___________ _ 0 0'1NNER ________________ _ Oison Dev. D CONTRACTOR Ditman Masonry 0 CLIE'NT ________________ _ II H D ENGINEER Paul Koshi -0 ARCHITECT _______________ _ Samuel Wacht D BLDG. AUTH Carlsbad 0 l·NSPECTOR __________________ _ Melvin Fagot 'PERMIT NO 73-924 ______ PLAN FILE 1/ __ }_0_2 ___ _ FIELO SAMPLE OF: ~ortar 1970 type S LOCATION OF SPECIMEN IN JOB OR STRUCTURE ""Bld!!,;,tn~--!:~:.,.~_!_.-.Y·~EJ!.~ Ml X NO _______ 1_9_7_0_ty_p_e_S _____ _ SPECIMEN MADE BY.: --~-_M_e_l_v_i_n_F_a_g_o_t ____ _ ( PROPORT 10 NS _______________ -,- ADM! XTURE -------------------- SLUMP _________________ _ DATEMADE ______ 4_/_z_4_/_7_4 ______ _ TYPE OF CEMENT ____ R_i v_e_r_s_i_d_e_f_l _____ _ DATE RECEIVED AT LAB ____________ _ -CO NC SUPPL.JER -------------,-------SOURCE OF'"'R0C"l'C' sand Sorrento TIC KET NO -----------'---------'-Melvin Fagot INSPECTOR SIGN. ____ _._.,__._,._.,_._._--'-',;;;u.;., LABORATORY TEST DATA AGE TESTED I DAYS 7 I DAYS I DAYS 28 I DAYS I DAYS SPECIMEN MARKINGS 10322 10323 10324 DATE TESTED 5/1/74 5/22/74 Hold AREA-SQ IN 3. 14 3. 14 ULTIMATE LOAD-LBS 7350 10500 UNITS TRESS-PSI (_ SPf.ClFIED STRENGTH /, '1/y (} {Y 't:_ 1 ,_h AT28DAYS fJ/.,,._ et,(? !..J1 ;..·IV_ .Jo~, 2QQQ -'<lffct0,Vf. C1, SPECIAL IN.FORMATION -~-l),...,0~~Hz"-<~~,~---------------~--------~-- ;oql'f, ~1."' ADDITIONAL DIS TRJBUTIO N '/J-Jel'J/.J ·q C // C ---....1 P~OL.TEREP INSPECTIONS. INC .. ~ INSPECTIONS • TESTING • ENGINEERING 7895 CONVOY COURT. SAN·DIEGO; CA 92111 [7141 292-0660 TEST REPORT --COll'IES TO: JOB NO. 1504 JOB __________ L_a~._C_o_sta De Marabella ADDRESS DOWNER ~--··.,.."""-ie:», .. ~----~. --..__. ,~...s.----2422 La Costa Ave., Carlsbad ·~ PHONE___,fi..,.3~6_-_2+-72-.3-------- ~-o-·-..... ,,...,.,.,.,,..""""""~ 15vtt. D~w. . . OcoN.T.RACTOR Dittman Masonry 0 CLIENT _______ 11 __ ._1 _______ _ 0 ENGINE ER -----~P~a._...u._._1__,_V...,;__.,,J<,..o""'s .... b .... i ..... 7 ___ _ 0 ARCHI.TECT Samuel Wacht --------~~------0 BLDG. AU TH ____ _,C,.::;=;:..,r-,1'""5'-"b""'"'""'rl,___ _____ _ D 1NSPECT0R ____ ~M=e~J~v~i~n,_._F~a~g~o~t ______ '--_ PERMIT NO 73-923 PLAN FILE # -'----l]Hc0n2,,__ __ FIELD-SAMPLE OF: Grout DEF . LOCATION OF ~PECIMEN -IN JOB OR STRUCTURE Bldg• K-Low Wa 11-East. End " Con Rock 84852 .Melvin Fagot· MIX NO SPECIMEN MADE BY:· PR0P0RT 10 NS 6.5 sk SLUMP Grout 1or.1 + ( Pozz 300 4/24/74 ADMIXTURE DATE MADE TYPE OF CEMENT Col ton DA TE RECEIVED AT LAB. :coNC SUPPLIER Con Rock S0URGE OF ROCK Con Rock TIC KET NO 9-99738 INSPECTOR SIGN. Melvin Fagot': LABORATORY TEST DATA AGE TES TED DAYS ·7 DAYS DAYS 28 DAYS DAYS SPECIMEN MARKINGS· 10355 10356 10357 DA TE TESTED 5/1/74 5/22/74 · Hold· -.AREA--S0 If\! 9.00 9.00 UL Tl MATE L0AD-·LBS 21900 UN I T STRESS -PS I 3240 ----- SPECIFIED STRENGTH MAr a·. ·AT 28 DAYS . 8 J ( ' . , /3i ; I Ot: , SP EC IA L , NFOR MAT ,o N u_11i-=-<1.,u,1t,~:g,._·.,..6c,:..:· 11Y.,H~+,--l'"S"'=---s--------------'--------------- . · · e!JrJrt ~r/S4D A DOI TIO NAL DIS TRIBU T 10 N mel'Jt RESPE.°'fUf YDiJS~B_. IT;JTED _ · , I,. . , BY ! -~---------,,~-------. · __ _c,~..1r~11'1~c::=c:c~---~~--- ( .. .( ( ( C PROFESSIONAL REGISTERED. INSPECTIONS, INC. INSPECTIONS • TESTING.• ENGINE~AING 7895 CONVOY COURT. SAN DIEGO, CA 92111 (7141 292-0660 TEST REPORT-co,1ES TO: JOflJ HO. 1504 JOB _______ --=-l~a~-~~~o_. _ .• _a~_·_d~_~_·M~a~~_-b_~_~F_·i_-'ii_...,._=_-.:.:__::~·tr:~~---~-~-=------------------ ADDRESS_'----~-~--_2_42_5_L_a_._c_o_s_t_a_A_v_e_._,_c_a_r_ls_b_a_d __ ~--~~--PHONE_4_3_6_~_2_72_3 ______ _ C ~ 1 ii ~ .. mr~ } ...... ., icr;'PHeO'f'!'lt::-'"" ..... k,_ ..... c:--,,_..,,..,,.;ey_,~ /"t.1 --·-Dev. ,. -v1:,un \..0. ---~--~-O co N TRACTOR _____ D._h_t_-m_a_n_r_'ia_s_o_n_r_,y ___ _ II II D CLIENT~----------- Samuel Wc;1cht-0 ARCHITECT ________ _ MelvhJ Fagot D INSPECTOR ________ _ MIX NO· PROPORTIONS ADMIXTURE TYPE OF CEMENT CONG S.UPPLIER TICKET NO. ,AGE TESTED . . SPECIMEN MARKINGS DA T'E TESTED AR!:A-SQ IN ULTIMATE LOAD-LBS . UN I T STRESS -PS I SPECIFIED STRENGTH AT 28 DAYS 84852 , 6.5 sk Pozz 300 + MBVR Col ton Con Rock 9,-99962 DAYS 0 ENGINEER ______ P_a_u_l_Y_._!<:_o_s_h_i ____ _ 0 BLDG AUTH _____ C_a_r_l_s_b_a_d _______ _ PERMIT NO ~7~3_-~9_1_8 ___ PLAN FILE# ~1_0_2 ___ _ SPECIMEN MADE BY: Melvin Fagot SLUMP 0" + DATE MAQE 5/1174 DATE RECEIVED AT LAB. 5/2/74 SOURCE OF ROCK Con rock Low Canyon INSPECTOR SIGN. Melvin Fagot LABORATORY TEST DATA 7 DAYS DAYS 28 DAYS DAYS 10447-. 10448 10449 5/8/74 5/29/74 Hold 9.00 25000 2000 · SPECIAL INFORMATION ---------------'-------'-------'--------------- DlTV OF CARL_SB.!\D Building De~arm,ent ::seecr,u~ ~EER ADDITIONAL DISTRIBUTION I I ·1 j l ·. I ·I I ' ' \ PROFESSIONAL REGISTERED INSPECTIONS, INC. . 7895 convoy court, san d1ego, cailforn1a 92111· ----- INSPECTIONS • TESTING • ENGINEERING TEST REP.ORT PHONE 292-0660 JOB NO. 1504 La Costa De Marbella JOB ___________________________________ -'------ . ADDRESS ___ 2_4_2_5_L_a_C_o_s_ta_A_v_e_n_u_e ________ PHONE ______________ _ . OWNER ____ La_C_o_s_t_a_D_e_M~a_r_b_e_l_l_a _____ -___ CONTRACTOR __ 0_l_s_e_n_De_v_e_l_o_p_m_e_n_t __ _ CLIENT. Dittman Masonry ENGINEER " ARC!-flTE~T Sanuel Wacht BLDG. AUTH. INSPECTOR Brunn PERMIT NO. 73-922 PLAN FILE FIELD Mortar LOCATION OF SPECIMEN East Wa 11 at Entrance, 2 front SAMPLE OF: IN JOB OR STRUCTURE: walls street ent ranee MIX NO_ MADE BY Brunn PROPORTIONS 1 1/4 3 SLUMP .. ADMIXTURE DATE MADE Apri 1 21 ; 1975 TYPE OF CEMENT DATE RECEIVED Apri 1 23, 1975 .. CONC. SUPPLIER SOURCE OF ROCK TICKET NO. INSPECTOR SIGN Brunn LABORATORY TEST DATA AGE TESTED DAYS 7DAYS DAYS 28 DAYS DAYS SPECIMl;:N MARKINGS 14479 14480 14481 - DATE TESTED 4-28-75 5-19-75 Hold .. 3. 14 AREA-" SQ. IN_ ULTIMATE LOAD:-LBS. . 9900 UNIT STF~ESS -PSI 3150 SPECIFIED STRENGTH 2000 AT 28 DAYS PSI ·~ DISTRIBUTION: Olson Development RECEIVED . City of Carlsbad APR 3 C 1975 CITY OF CARLSBAD Building Department ~ /~~t,1! , , /4-2L ,-.::~, ENGINEER --~ , ' . I ( COVERING WORK PERFORMED APPROVAL BY REINFORCED CONCRETE PRE. STRESS~O CONCRETE :-":ESCA··eE vJ. f"L ,,._.I'<\ OEsrC""' .. /1;{4/'v :----/3 6 o ti -?f o Al SHILICT, C.TE fl A5SfVAL Y '1EINFOR_CfD ,,y'P'.:,1·,..,. PILE [;RIVl'lr; INSP'N .. DATE LGCATLONS OF WORK lt;'SPECTEO, TEST SAMPLES TAKEN,. WORK REJECTED, JOB ·PROBLfMS. PROGRESS. REMARKS, ETC. INCLUDES IN~OR ... ATrON ABOur -AMOUNTS OF"-4ATERIAL PLACED OR WOR)( PCRi:"OJ:p,,..tEr, ['lll~f\ER .TYPE ~ 10ENT _Nl"):·'5 .::,~ TEST AMPLE'S TA"'-EN ,STRUCT. co;..,....,ECTJON.Sl....,EL.05 .... AOE ;...( T. BOLT~ TO~~U[OI CHECJ<EOj CTC. ! , f . I J } ,/\ I JUN 12 rn74 -1 CERTIFICATION OF COMPLIANCE I ·HERE8.Y nsni'FY THAT t HAVE INSPECTED All OF THE: ABOVE REPORTED WORK ·tJNlESS OTHERWISE NOTED, I HAVE FOUND THIS WORK ·10 C.OMPtY W.tfH T.H.E APPROVED PLANS, SPECIFICAr10Ns, ANO APPLICABLE SECT10NS _DF THE GOVERNING l3\JII:DING LAWS. . . s ~) -~ i =-· 70P OF SC.0, ::·\\ .1 ~ TOP OF SLOPS----rot: OFSLOPe--,.--- ;S ,>,'>\ ' ;,....i //P.c. ~ \~~, ~ " i·,.,11-----~------------/-%-'_---M_I_IJ. ___ ...._.,..~--~IUj"' /·. ~ ~ '\\1 f:'l J..JOrE.S.: ~~ ~. _. -.., o . 31 i ~-8 · }.l . l utJt.tts.:, or1-1t:~w,se A t;-;.1 ' · · , 1 , Q 1 · \. )J .VOTeO ALL /...-.3.. : { r.==============:t · -I l , fll COJ.IOUCTED 70 . _ ._ =a,1 I L -·r ,:..; ~---~",)-· DR.t:,,/1.JAGe MUST 8l: ! : _J-: · --:.11 t I 7 STREE: T. ---+-+--+-+--' .___I__ -------~---<J1 I C) 2.. ll0/./-E:R0S/Vc ORAlllA(;f! ---::r,· -~ ----.---fl.A t--:--....-_J . -~, . I z -, 5URF"..L:CE l'ZS:Qv'IRED =:1 . .. . I I rri -<!. V./1/t=IZE P-t..O//,/ /G ~ 1 I n -r9 COc..LcCTcD. ',I -• I ; ~ -,, .-I~===:;;:====, ~ 4~: I o () ~-:•:;~;:.·::·-·::. ---~ ·.;·:.: .. ,:~ / I 1"~ ~ !~.~:-?. PAVED \-\:.~;, I I -~ ~ ~-\ _: ~·: ~-:jl r i ~ :!:i. ·. DR/Ve: , ,} v.~'\ . ::511 1 1. a fil u :4 ,() ,-; '-< 0 '11 n > X1 r (/) (0 > 0 ~ . .. ,'.. t • ' • -• -.. , • CO ~\j~tl\ /·;·;~cc.'.-:~-'\:~ . / 'k i I. ~--. ._,:-,! ' ......, ........__ -----I ! . ..::=.t (J'' '',:'t ,_---------------J ~ ~I t,._•; ...._ -------------------~·e------i.---------------~------""1--------- G) :0 l> 0 --=-2 G> en () STRcl!i'T . ..J 0.: DRL!IJJLlGE? STllUCTl II?, __ --~----_ _ _ _ _ _ ___ ---= "'1S -'?t:Q UttU:O -.:..-~ Ol<tJlliLJGE P4AIJ TOP OF FOOT/I.JG WALL-, L.EVEL ----------; Fill/SH GRAOE-- · SECT/0/J A-a ·d - > r I~§ fl1 [\.)P~ 1~ 0 rri r- \ .. __ ,,' I ( I I ., . SEE DETAll. A TYPICAL CUT-SLOPE ' \ ALL FILL MUST SE CO"PACTED TO A l,mm:uM OF 90% OF TtlE UAXIMUM OE'1SITY \\-ITH THE EXCEPION OF THE . OUT.ER I)• OF THE SLOPE $U::lFACE YIHICH lalAY OE &IUD llOLLEO TO 85% D£tlSITY. . TYPICAL. FTLL H IN ·FEET a b C 0 ---10 . __ x...__ 2' '3' 11-3{) CH/2?) 3' (H/2)' 31 ancH)vcr 15'. · 3' 15' ---------- d 5' 7' 10' _________ ·'l~;,,,___d.r: ..... :-_~f-·_':···--·-- d '\ fACC of Footin9· _.I H CUT DAT F J,.r;r. ?:~. GRAD~NG OF SLOP·ES Af\lD CUT o/L I I .! 1. 3"G~ITE O.'t 3'CO!t.:RETE H I 6-r.<io7iliO\?Tlirfi!"sH .:::a .. '='·"=--c.--"2..$00 pc:c.. DETAIL A · .. TYPICAL PAVED BROW DITCH DETAIL C TYPICAL GEl'i14-AT TOP' OF ALL FILL SLOPES T.HE LONGITUDIHAL t>RIJNAGE SLOPE $HALL SE IIOT LESS THAii 2 '4 OR 3• COHC RETE (CL Ill 'fflTH fi X 6•.,;,>'10/r.<IO YIIPIE lol(SH CL.. *:..'::,.-C.-"l..">OO '9.C • .:o..,C, DETAIL B TYPICAL TEIIAACt ORAltt NOTE'. All 'SLOPE SURFACES TO 11£ f110TEC Tt O l)Y Al'Pi!OV£ 0 El!OSIOH COII-TROL . . ·~ SCALE /\KWc· .. ....,________ ,. STAI\J DA~D~ DY./G. ~-· t .... · • -~z..-~ __ (;;,2 L4'--7. '. /· - ,l.'; ----·-'-·--~--'---"-~----------~----'--------~~--~-~------'--,--'--! p ·,,a_ 't' I( -I . ....s . --. &-L--5-Z 4'_L t2' .-,16,~-'--------- _( .s .~~-~ , J r 1 ! I' .-·, if' • I . : : I J l,; . ' l. I. • ! 1 - ' l -' . V l,, l . ""' CL :) t _&:.__ .J' 7&cl.C,- ---~-----------------------------------~----..,---------I cg I, ·1; ': '; ~ . . -; 1 -~~--~: .. ;.~:~.~-~ _) : · ~1i-r'f------·-. --~--'---'--'-~~....,.a-'-'-,-,--~-'-'·::_·--'-,.;' . ..,......,_,. ·'"------"~.._._~----,.:...:'-'--""'-."" '"'·-'--.;..,_, -- 'J/!f/4 y k.Jfi_l,,, _ _J~;~J-----'---------'"---'---'----~-~~-'l_if; __ ~~-~---'----• . . -. l i l "~ r --~8. tf . . --.. -. : i ; -PCj!,{~s'.....-,· ,....21/1\~_!~'.!!__,....· ~--~------:--,-~----:----;-~---'----~-::;;:;:;:;:==---~.___~--~"-1 .t 1 • ' n· qr3 .v ·-------· --~--"----'-------------~-------,· '! . ' • I -----~--~-------~---------'--·-~·-------'--------~--'-- _. ----... ~-'--~ .. _ ... __ • • 1,-L _ .---n--------~--------·--·--..... ----------~------·-·--------·---'----------1' : , ---··-·-. ----·-----..... ~-·. ·----------------·--·----" ' ----~-------·-·-·-· _..,_ ___________ ---- I, -----~---·---· _ ..... -~-----·--·.------------·-----· ··-···-------------·-----·--------------------- ii /I i: L./ ?-..52.. o PE _ ._, £/&"-LL -~------+-----+--c------+--~--~----'-~---+-- -' j' ' , : ! -I> -- , I,. . ,--+--'--'--------------------7 i ~ -~ ' . .i/ -·,iJIP~ : ! ._A -----'---~+: ,1_ ---+-'-----'---'--------,----------------~""'-----------·· ~ ; ____ · __ ·---; ' l ··.' l. ·-, L., .. _ . ' .,._.,:P . ' . ) 1 . .re. j ,' . ,li..t:. 2: =-t-~r-_Jev~f~ -.-le~f-!2,,_r..1¥_iJ_f-~~1)----. ll . ' ; { ! l I l ~ l' ' i ' ~-.!.,·--· ----.. ------ I. -+------·--~·--------·-·-----·---· . ' ' . '·, -. ·------- ~ . ---·--, -----------.. ---·--___ ,, ___________ --,...--- i l • I I ---------------~--- -----· .--· if /02 -~--,,~·-~.-·-·~·. --.. ~\ . . . . .. ..-'4',· },-~ ., ~-· ::.--ORDINANCE ~~ • 8058 7 PLEASE RETURN WITH ORIGINAL PLANS P,DOPTING 1970, U.B.C: PLAL~ CHECK LIST ow::::~ 9.t&.:il_~,:. --~~.,, Chock No, C:;:i;y ----~------------Pr:-.j~:t -----""""".:;;,..=~.:-.;----- State _______ 0 __ 4 _-~~,;71-,~--'--.- J.rchitect (designer) V~~ ...... '--'l; ...... ....;;~...:...--- Eng in e er--------------- Total Allcwablo Fi~¢r A~ea _____ .s~. Ft. Basis tor Jr.crease Fire Zene N~. _J -St8ries ----- Floor Ar~a: o~cupant Load __________ _ Valilati?n ____________ ;.,__ · ~ 1970 Un1!"orra Building Code · Plan Checker . ~ : · · Seismic Zone .s' -~~~!~~~ c/ ------- . . . ~,(y/ Handicapped Facilities ·re·quired (see attached sheet) · · . Heal t!-i Department approval r~qbired. l,,e-{ -~(?t,tJ£!"f-.;;\..~Uft} , In the absen~e of use3 specifi~d en ~l~or plans/J;er all areas, the occupant load (} has been b&.S!Jd on cne :;,t:r · ___ sq12are .te:t r.~r ··the unidentified are;as. The · validity or this sh-:,<JJ.111 be ccm.fir~ed to your satisfaction. ____ ALL...s...i.s;r..,.ns requi~p a permit, Identify {for ·i~;_-! -·,' f. NONS.T.RUCU!URJ.L~ ecr~S?l·!'S: (~--Gro~--i~ elt:vatio~s sho':!ld be shewn at ccrner·s of the bn1ld!ng ;md at changes 1n · .. grC1-::.::d,.S,.c;,pe. Tb.e ero.:.nd el~vations st.~uld be taken at the l~.rest point between ~h~ c~t~r1c~'wa11 a:1d·a p~int 5 ~eet §Ut ~rat the prope~ty line, if closer • . . 1-f'he,i:e _.the· -exte::for wall 1s :p:c.rallel to and within 5 .feet c,f a public sidewalk, . ·_..:alley; br 6t=..,r pubj_fc way, t.!";~ g::-et.,nd ele.,-ations · sh~uld · be th~ elevation of the public h'ay. 'ri:e n;J~~er of stories· 1n this bu.tlding cannot b·e ckterx;iincd until ·this data 1s ~urnished. The 'baset1ent (cellar) 1s considered the first ~toey. See nstocy" 1n Section 420. The building area incl~des mezzanin~s a;;id bal.cc-n,1es, except for private balconies or p~rtlcns thereof projecting beyc.nd the adjacent exterbr wall line. '(a) (b) (c) 505 (c). ·E."ttend vcl"·l;fo~.11:r f:>o-n th!: !'¢·~..:.-i~&tfon to a point 30 inche:s ·above the r~~t ~xa~pt 'l!:.",d~~ tho fgll~Hing c~nditions: · ; l) 2) If for a t~o-ho1l'.!' ;,,re,.~ separation ·wall, ·the roof for 5 feet on each side ot the wall i& ot o:ne-r.:our !1re-res1.stivt: construction. Total width ot all openir.1.g,s l:!.rAited to 25 percent ot the wall length in the story u:n.dcr co.nsic.le:ration. Al1 openings pN1teoted with fire assc.:'1.\bUe~ having a !'ire-resistive rating of ()ne-and-one-h.alf (three} hom:-s. (d) tn.,cts th1•ot.·sh area sep2.I•ation k:?.Hs shot:1ld be avoide.d. l!' a11owed, tire ctampei•s c,n c~.ch side cf the 1o1all a:r•e re:qu1rcd. Section 43.'/0lf, 1 U.B.C. St~Lndards. -, ........ =-.......... J:!· No through oenetrations with elec.,plmbq., etc. allowed .;4). ----~ Arca snp?..r·a.tic;,nu r1t,ed .not e:xtcnd t-o tht: out~t· ecteas or hor111onl:i.1 projacting (_r,~-. ·; elc!llents su:;h as ba.J.coni<'!I (rr.t.f' (IV!:rh:ar,r.•:) {cnr,.-,pt~;;) {ri:J.l'QU.~:es) (archi- ~-toctu.'1."~l p!•c,jt:-ct.jc1;}s} it thi:i o::;!,t'lr.',r w.;.11 at; the tcr•,,,1~iut1on of Urn Bepha-Off ration vall and the prcjn~t1~g clemt~ts &have are of ~~t le&~ than ono-our J ,i.,-f;i,,, flre~1·eslst.i'l6 cr;;i~'t.n.!t:tion :!.or-.:\ uidth eq11.~l t.o t;he cle-1,t:h of the J1l'0,1uct.tr,g ~ · clor,1ent~; )r-Hh opc.nlng~~ ln t;~1J r, Width pr·o1,.cct~.<l with tl:tr-ec.-!ourth::;-ho1.tl' !'ir11- /v f'-r-re:i,nt1ve :izst-,,:bHos. Sec t1on 5')5 (c )-~!. Show on Floor plans. l'f A ""' -..... , ...... r-:-.;;;.., .. ,...c, .. .,.: .. ,_:s_ .. -. .,~ --··2- Area separa.tion walls at p91 .. "lts or a. building hi.ving (a) may exttnd only 30 1nch~s a:bove the lower rtJo,f lnel provided the exter1ol• wall abr.we 1a ot one-h!>Ur ti:.-e-resistive constrttction to a height ot 10 feet abo;e t;h~ l~'lier r¢of with openings protected with three-rou.~ths-ho~'\r t1re~res1stive'ai2emblies. ~ (b} ~ay ter~1nate at the lo~er roof provided the root is of at least one• "". !-?"1.:1· tire-rt,s1stive. Cl}n!>h1ttction \lithout openings• for a widt~ of lf) ~ /j /ect measured from th~ w:all. Section 505 (c)-4. / )V "'~ ·"' lA -~ -h.t-ur tire~resistive oceupancy separa.tion in conformance with ,-Jable }io• 5,-B) anq, Section 503 is/;reQ.Ui?"ed ! . .t\{~en the following: -:ct. A._~~,,,#.~f!/1/tJ~ ~ ~i ·fi¼.,L( ;t./(__, .. ~ 0~ · ,~ . I s:;4:' -fi£);:,-&A ~ ·(t .. (?.,(L~AO ,._:2 (] () {i /" f/ v' .B <!-15 o ~ (b) Horizontal o~cupaney sepa~2ti~ns should be ~iwported with a struct'U.l"al system m.ving equi'ralent i'ir~-r6sist1i,·e protec.tion. Section 503 (b). Vertical occupancy separations shCl'lld ~xtend through .undti;rfloor and attic areas, including ar6as where tire-resistive, ceilings are specified. The buildirig .is .limited to ·stories (,.,....--= ,-....,...,,,..-=-=,,_=-teet in height) as a Type --s'""'t_r_u_~.,..ture. Se.ction 507 and T:~ble Uo. 5~D. TYPE OF COMSTRUCTION Mezzanines should comply t!ith the dt,finition set :f'o:r-th in Section 414. (a) The ~loor area ca~.not exce!d one-third the floor area of the room in whic·h it is located. The policy of the term 11total !'loor area in that r.oom11 is as .follows: 1) 2.) The mezza.'line mufit be open to the area below except for handrails. No I'0':)!115 di:.--ectly balo:.r the m.ez?.anine floor are allowed except tor bathrooms, entr-y areas and closets. Kitchens having each co~ll!.on wall at least 50 percent open to the area are allowed. (b) The clear height above and below shall be at least 7 feet. Roof coverings should be firs retard2nt. Section 1602 (b), 1603 (a) or 1704. Details or specifications c:cmplyir.s with Section 3203 (e) are required. Fixed partitions should conform with Section 1705 (a). Details'are required. ~old1~.g partitions should co~ply with Section 1705 (b). Building paper should be applied to exterior walls as specified in. Section 1707 (a). Enclosures for floor openings shguld co~ply with Table ~o. 17-A and Section 1706. De'tails should clearly indicate this. Minim1.llll No, 9 gauge wir~ or th~ e~uivalent is ~equired for horizontal reinforcement in ancho~ed veneer in s~is~ic Zone No. 3. Section 30.104 (a) of U.B,C. Standards. 'l'ies should be anchored to this reinforcement. Exterior veneer more than 20 feet in· he!ght attached to wood framing is not allowed unless provisiona t~r differential M~vement are approved by you. Section 3001 (b). Anchored veneer over 20 feet in height should be supported with noncombustible, corrosion-resistant ledgers at a max1l!lUlll of 12 feet on center above the 20-foot height. Section 3006 (bj. . Show Planter Box Details as per Sec. 2517 (c) -----nooms in which rubbish (lin~n) chutes terminate should be separated from the remainder of the bu.iJ.din.g with a one-hour occupancy separation. Section 1706 (c). Note special treatmsn~ of' chute for sha.tt protection as it enters the 1•ubbish room. I<::::) Openings into r-u'bbish and linen chutes should not be located in required exit corri~ors or stairweys. Soc tioi:i "ll.~. / ;:i O O ( c) Nonabsorbent finish and backing tor toilet room floors, walls or:tollet compartments, ~nd walls around urinals should conform with S!!ction 1711 (a), Exterior walls of 'l'ype III buildings should be nonc~m._ .. btHi'tible construction. Section 2001. . A property lino should ~o assumed between court walls to determine wall and ope111ng prot7ction, Section 50~1{c). Also· se~detin1tion or court, Section· 404. ~ ..-,'1:4.?./tt} 1 t.('t-'·\ CP--1-b~--:!.;-4,,?t,o p"-vf _,/'4.LCL//rt---?rt.'..r--"-{ ~--<~ a.t~ -"~z...e .. w.....c.~-" il>.. 6-1:. Md'".rV-t."~tL, . Ext'crl-or -(court) ~lln within . · // teet or Jfropcrty lines t1hould be or __ .. bour const1'Uction, Section ___ 03 (a). ~ . Fire-resistive rating or exterior walls t1hould be maintained throUgh attic areas, Section 4,o4 {c}, ··, \ Opon1ngs in e~torior (court) w~lls within rshould bo pr:ot1.1ctcd with threc-roul'ths-hour ___ o, (b), teot ot property lines tiro as~embl1es, (Section Usablo fipncc under tho nr~t tlt.101• except in Group I (J) occupancies ehould · be cucJ.osod as 1•equirod in Sectiun 170.3, J.'11•e .. ror.1r.H,•n connl..1·uct1.on f'a1• ntruotul•al elcritcnts in the e.xtet'ior wnlll) llhould cc1:niily 11HII l•',:,otnot;o !lo. l ot '1'.i.ble llo. 17-/1 "-!'Id nectlon Seo Scct,lon · 1'/02 for olrJt'i!'jC~.t.ion. ______ .,., . .. ,, ~. ~ , ..... -: ... : . ,.. :,-,-'',, ·. ·-, .. -3-- Group B ·; C6:ii1nlitible 1:12.te-rials !ri.111ecl inti) a tire-resistive wall should. have one-halt' the required thicl<-.n~ss as end protection. Section 4,o4 (b). Eight-inch concrete block w~lls ~~oul~ be gro~ted sel1d to quality ~s ~ r~ur- . holll' tire-resistive assembly. It~m-'No. -,o, Table Ne. 43-B, including F~ot>i•tes 2 and 7. ' -· · ~ ·· .,· Heavy timber construction dQes not qualify as !'ire-resistive construction nor 1s 1t re~c,gnized in ~-ype V buUdings., Table No. 17-A. . /. Parapet walls not less ~han _____ inches in h6ight are required. Sectio1~ 1709. B~ve overhangs and-similar architectural proJ~ctions should comply with Section 1710. Shower stall walls should be !'in-:!;shed with a 1'..11.rd, nonabsorbent surface to a .height ot 6 feet. Sec.tion 1711 (b). Fiberglass or other prefabricated finishes should be covered by a research recGiunendatien or complete justityir.g data under Section 106 shguld be submitted. Doors and panels of shower and bathtub enclosure should ooi:tply with Secticm . ; .Ii. 1711 (c to e). · · frojcctions beyond the exteri9r wall should c~nform with the least restrictive .of .tho following: (a) A po·int cn&-third the distance to tho property line from an exterior wall. Section 504 (b). (h) A poipt on~-third the d:'-stance !'rt'lm an as3umed vertical plane heated where fire-resistive pr~tection of cpenings is first required due to location o!' property. Section 504 (b). Envelope ceili~.gs sho~ld satisfy the fgllowing conditions. Section 4}03 {b)-6. . (a) .:hould not be used to prt}vide t'ir~ Pl'otection tor bealil and girders suppo~t1ng more than one tlc~~. (b) Colu.'11.tl.S should be individ"i!!':l.l.ly tire protected. (c) Dt.\Ct and outl~t openings are limited to 100 squ~rc inches in each 100 :sq1Jare feet of ce.iling area and should be protected with approved tire ·dampera. (d) Elect~ical outlet box~s sh•uld be ot steel and not greater than 16 square 1n~hes in area. Gypsum b~ard or plaster ce1li~.gs in conj'-"-'~ctign with tire-resistive assemblies· should be ou:;,ported at int!'rv:::.l:s n?t exceeding 16 inchfls. Items 22 through 27; Table ?Io. 43-C. Wood Trusses do not Comply. . .- Fire-resistive lightv.eight con!lrete fi!l on w~~d decks at weather-exposed· locations require grzater density and strer.gth tn:~n for interi?r conditions. Conforrrs..~ce with research rec~m::n~ndat1on conditions is required or Justifying data should be submitted under Section 106. . Unless spe¢1fically allowed by a research recom.:n~ndat1on or sub~tantiated with test data u..~der Section lOS, spe~ial coverir.gs for decks, balconies, patios, etc., cannot replace any part of a fire-resistive assembly in reference to Footnote Uo. 14, Table Mo. 43.-C. Attention 1s directed to Fire-resistive systems 1nvoiv1ng wcod tl"'~sses should ccmply with applicable resea!'ch recCl:nmend::,tior:.s. Cor~ventional tire-resistive systems using wood .foists are n·ot appJ.icabla. Refete~ce is m.-ade. to Item 10, Pa1•t II, Research Recommendation No. lOJ::>f onti-hoU.!' ceilir.g construction, Fart II. Research Recommendation No. 1352: 6r !te!! C4, Part Il, Research Recommendation Mo. 1602. Note that all involve di:luble ·gypSU.'ll board with resilient channels between. Wood stripping or suspended wn~d systems for gypsu~ board ceilings should be no~ less than 2-inch nominal thickness. Section 4704 (b). (Section 4703 (b)- tor wall stripping.) Final partition layo~ts and details should be sub~~tted prior to installation to justify compliance with occu.pa:1cy, tire-resistivG, structural and exit requirements. .· } -~ ---. . ~- Justifying test data in contorsnce with Section 106 or an ICBO research recommendation is required for---------------------,-------· B--' Occl-'P~mcies shot.,ld be or c-no-hour f1re-resist;1va construotlon 1!' located in n l:1ar.cwmt or above the first stocy. S<!>O t1r.,n 702 (b). 11-2 Occv.pancies with an occtt.pant· lf,ad ot 10,-0 or inoro flh?uld be 1n Typos I, II 01• III ono-h!l.irr b1.1.1J.di21gs. Tho ,u;u~bly room should not bo in a banemcnt 11' it contai:ns,thltJ high occ1.:ipant ltlad. Section 702· (b). The rna1n 6.ntrar,co shc,uld front directly t1;;:ion or h'wo n 20-fcot wide access to e. 1mhlic ~ny nt lca/\t :x, fcot fo w:!d~h. Section '/03. Light nnd v1:nt11.:1t:1 rJn flh'>'.1.1<.i cc,rnply with Section 705, • 9.~oup .. c Gl'OUP ~ Group F -4- ,. e>n&-,ho~r ~irc-rui.st!'lft" ('C ~t:\;ar,cy ~ep::. .. ~a1.ti<:<n is :·':lt_.lired bet~1K--N ~he boiler or central heati'l".g pl-...r~t a.:.'l.d th~ rest ct the b'.:i1lding. Socti~n 708. E.xtel'ior t"penings ~c,r ro(l~.s c::?:r.:ain1?:,3 :~ b.,~ li,:.\' or ~.e::,.tra.l hu,t.ing plant st.ould be prcte~te:c ;:1th thrt .. •.-ft.-~!'th.s-.:::,~·..1r ti.r·e-re-sistl".'!: asser,blitis thl.t a·re f:1xeo., a1.~t~;i·.;:tic, n:-sel!'-cl,:iting lt' lt,,:;:;.te.d below openings in an1>thol' sto:ry or if 1,;.;, . .::; tl",i'.l'\ 10 :.'.'~~t tro'k ~ther C(',ors ('ll' windows in the s;,:n~ bu1ldi;.1g. Sect icn 708. An appr(\ved, Mnspicuo-asly ,ark$d, oi\tside gas ishutott 1":.i.lve is required. Section 708. Buildings r.mi~irig C Cicci,,pa."lcies sho'!.l!ld be ,;,f ·t1ne-hour fire-resistive con- strttotion th.i·o~gho•J.t. S<:•:r!iio.:-1 802 (.;.) !l.n.i '.l'able no. 5-0. Use ct l'(li<!o:ti.s s~-,,~ld be clal"i.t'ie!. N"te th!llt r:,,,,ns h~ving an occup~nt load ot ~ore than 100 a~d roor~ used for kinderg~rten, first or second grade cannot be lt-cated above the f.irst story abov1e grado except in fype I ccmstruction. Se:ation 802 (b). _ A ane-hom-!'ire-r£it1:st1ve separation is requil'ed between laboratories, shops, storage re!l::ns. These .ar-eas sh?~ld also be separated froM other classrool!ls. Section 802 (b). One required exit s}loi.,ld tr.:int directly tip?n or have a. 20-,fMt wide access t1> a public way at· least 20 feet in width. Seot:1:on 80} (a). Sanitary facilities sho'l!ld be p:-ovided.in accordance with Section 805. L1g:ht and ventilation sh!3uld c~ttply with Seoticm 805. A on~-h~~ tire-re~istive ~oc~~an~y ~~p~ration is r~quired bet~een the boiler or central heating plant ~nd the rest of th~ b~ilding. Se~tion 808. An approved, conspicu~usly ?A3.rkcd. o~tside gas shutoft valve 1s required. Section 808. Open plan ed?.!cational b•.11le1:ri.gn ~'lder Scztitm 810 shQUld cci:M.ply with othel' appHcable ser.:·tivns.. 'l'nis includes spec1~l require::li(;nts for tire sprinklers 1n Secti~n }317 (~). D-1 Occupancies sh1uld be ot i-ype I er II construction unless C6mplying. with the Exception in Sect,i~n"S,02 (b). D-2 (3) Occupancia~ ih~uld be of one-hour fire-resistive constructi~n throughou. t. Table No. 5=C. Light and ventil~tion sh~uld co~ply with Se~tien 905. A one-hour fire-resistive ~ccupanc;r s~pe.ri.tion is i•equired between the boi'lel' or central heating pl:lnt G'.nd the rest or the building. Section 908. Exterior ~penir.gs fM' ro~,:;s csntai:ning a b1li!e?' or ce:ntral heating plant should be p:,~tt,C:4.;-=ld wit!l thre:e~~r-':!.:t'th~-h!IU:" fire-resisth·e ass~!l'.blies that are fixed, ~~t&~atic, or selt-closi~,.g 1r lccated bel~w openings in another story or if le-ss th;m 10 !'e:f:t fr~:n c,,th~ll' doQl"S er windows in the same building. Soc til-n 908. An app!'oved, c~nspicu~tlsly 11,::1:r·~l!ld, outside 8'-S shutoff valve is required. Seiction 908. In order to allow .the added story height and/or omission of. area sepa- ration wal~s in the p~rkir..g areas, the following conditions set forth in Section 1102 (b) should b~ observed. ' ' (a) The parking level is of Ty,e I c~nstruction. (b) There is a threewhour n~r.combustibl~ occupancy separation between the pa1•king area 2.nd the occupancy above. (o) Structu~al support for the three-hour floor should have equivalent · fire-n,sistive p1•oteotion. Eight~inch concrete block walls, where used ttnder· th:l.s condition, ml1st comply w.ith Table No. 43-B or have all c<ills gro~ted. Section 50~ ( d). . (d) Enclos':lres for floor openings should be of two-·hti1.!.11 cons-truction. Openi!lgs in the &:n.closv.re ualls sho1.1ld be prc,hcted with labeled one-and"one~!ult-h9U~ fir~ assemblios or ~pproved tire dampers. The pro'7:1s,fons ot':'S'ection lldf .. (b) are applio~ble to· nrea and ~'tiory-limi-tations only. , · \·,. (a) Exitin~ requirements or Chgpter 33 are based on the total number or stories in the building. (b) Wet and dry standpip~s are required in t:our-story buildings. Sec tic,n.s 380li .md 3803, Moter vehiclo ser·.rice stations chr.iuld be or nonooml>"i!St1bla or one-hour tirti-1•o_s1st:1vc, const1•uot1on. Section 1102 (b). lleav;y timber roofn for one"story sc1•v1ce staticn,3 arc also allow~d. Floors of storage gar~gon should bo_entirt.ly protected· ngainnt s~turation •. Sectlgn 110~ (b). Stor~ge ~reas in exoo~s at 1000 ~quaro teot in connootlon ~ith wholonnlo or rotan M\J.e:11 ::ihould bl', :i~.p .. r·atf.ld fr·om the pt.1.blic n1'e:'H\ hy a one-hour tiI•e•·rcGic.t:jvr, c:.C':~\."p,rncy tl<'P.:\J'.tttt1'1, }-'1r<',-spr:1nklr.rs M,ty oo USt'Hl to ~ 1ncrta6e thn are~ or waive th~ oep~r~Llons as not !ovth in s~ction 1102 (b), ' ..,, -~ --- J.tg.~t.,}i.nd ventil;.tion should comply vith s;otiion 1105. Mechanical ventila- tion is, required in garagts excc~ding 5000 square teet. Exhaust ventilation at or ne~r floor level is required by Section 1105. J. ,onci-hr,ur tirt1,-r~s1st1ve occ11pancy se::>aration. is required between a boilel' rooa or central hs~ting plant and the rest o( the building. Section 1108. Groups Hand I An H Occupwcy more th~n tw• stories in height or having' more than 3000 isquare f'e(.t abr.t7e the first f1,.,or sn{',Uld be of cne-hour fire-resistive construction thro1!E,h~ut. s~ction 1302 (b). ,Tho following rooms should have window areas as specified in Section 1305 (a) (1405 (~)), one-halt of which is openable. Mechanical ventilatir;g i::ystem in b~ths sh~uld n:;oovide ti;re ~ir' char.ges per hou~ directly to the outside. Section ~305 (a). Section 1405 (a). Fan capao~,ty should be specified·. · Windows from · should not be , considered as, 1ur•n1::-.ni,ng :."cqu1r€d light; or VE:ntilation since th~y do not open to a yard, ctiu.:l't, or street 'in accordance with Secticn 1305 (a). Section 1405 (a). Courts bounded on tour sides uith walls should be at. least 10 feet in length. For courts more than two stories in height, the required width shculd be increased by l toot and the required length by· 2 fola!t tor each -· ---, ... __ 11;.d~ftiGn~.l story. Section l;,Oq (c). ·_,_* __ ..,, ___ ,. _________ _ ,@L /<"'""Habit~~,~-~--r~~:--~~-c·e·l~~;~--~re not a;lo::;-See 11habitable rocm11 def1n1• ··-.) i ._,__ vJ, ~;,~~ tion in Section 409. The intent is t~ prohi~it st,ich rooms to be formed / ~~~.:' with retaining walls. ------- ·r·CI ,1'5n .... ~~-------_:_----, ---~----~--=--------· , , • _.,......,.--,-__ ..,....___,,_,.._,,,__,_,_.....,..='"'"=-.,,...... 1'0011 does not have the' Minimum ceiling height N:C!Uired in Section 1307 {a}. Section 140.6 (a). · room should have a minimum superficial '""t"'"l-oo_I'_a_r_e_a_of..,_:::::::::-s-q_'l._a_r_e_f._·e-et. Section 1307 (b). Section 1406 (b). A toilet room should not open dirtctly into a kitchen. Section 1305 (b). Section 1405 (b). , ---~tticiency dwelling u.~its shGuld comply with Section 1308. Ci~· 7':', ~(.~~-R .. ( "..,AV _____ .· !, one-hour fire-resistiYe occupancy se_paration is required between a Wo4-l:er t t? l.f ~ ._,,, "l'O'Olll'••«>;~C·e~l-hea~-rig ... p.lant....,a,nd the r;Pt o/-:id,rhe bqild:-5. Sectipn "l~~J:-~ 1~~5 Q ~ -1: ,u-1~--1( 3 e. y-~-&Y i1;-1Adf:t ~ / L/ Every dwelling unit and guest ro~m shefuld have conirort heating'racilities as specified in Section 1311. (Section 1409) - ___ · ~Occupancies are limited to 1000 (3000) square feet 1n floor area and one /F~story in height. Section 1502. ~A-/Exhau~t ventilation openings in a gar2ge al'e required by Section 150~. Garages should not open directly ,into a room used for sle~ping purposes. ~ection-1,504 • .,,. ___ , ~/4:proved non~ombus,til;ile material is required for garage .floor surfaces. --::,~~ection 1501i. , , /) , C_.tJY,r-~iJ!i~~:t.cl ~~,t;;kZl/4,t;U' -~-'i--1V~ ~ .4A / ~1,.tA· ,. .-, , · Ll , /'J ~ ;1u :.1 .11, ~ ?r: , A A e ~ ;--~,~,:,' (1:J/J;4~.f"i .... -c...&,r_A~~/f),A.-( ~,;: .... ;.~~ 7. ~ ,$~ ,,.;-f.s ' Conforming exits are required from th~ areas below as specified in s~ction 3302 (a). Exits should have a m1.n1m:u.m separ~tlon or one-fifth the perimeter or the roo:tt or area. ser-ved. Section :S)Q2 (o). ,uote that 11peri~oter11 is along the outer boundary of. tho 1•oom or arc'i s~r·1od. Fo1• irrcgi1J.a.r shaped buildings or build- ings t.rith inner courts, it h;:s bt>.on th:, policy to use the perir1etor of a &\1uare Whose a.1•ea is e,qu.al to th2.t of the ,(ctv.al buildi-rig to dcter11line the required Jdnitttllil separation of exits, {'In thi8 basis the distance between exits should be at least ____ i'eet. ~ · I • An occupant load sj,gn is required in the _______________ • Section 3301 (j). No po1r,t in the building nhould be ir,orc than 150 (200) feet from an exterior exit, hor1~ontal exit, enclosed stairway, or exit passageway, Measured in tho direction of travel. Section 3302 (d), Exit doors shot1ld swin~_1n th~ direction or egress.· Section 330} (b). Double acting door:i aro not allo\./ed where nervlng a tributary occupant load of uorc than 100. Section 3303 (bf, '-'. \·-· -') -6- Ex.1t doors should be openable t'ro:n the inside without the use nf a key, spec 1a1 knc,wledgc, or effort. Section 3 303 ( c). Note alsc tl,a t sur·fac o mounted flush c,r surface bolts arc prt.:'hibitcd.. Autotaa-tlc !'lush bolts arc allowed on pairs of co-,rs pr-~vided the door with the flush bolt has no knobs or surface ~ountcd hardware and the ~nlatching of any leaf requires only a r;'j;ngle operation. · · Exit doors should be a minim\i.nt s.ize of 31-0!! x 6.•-s11 ·w1th. a·minfmun1·door swing o·r 90 degre·es. SccUon 3303 (d}. The net dimens:l.on (clear Width) at; doorways should be used in determining exit widths required by Section 3302 (b). Section 3303 (d), In consideration ot door thicknesse:.:;, panic hardware, door swing, etc., the 1•equired exit widths have not been furnished, See door-------------.------- A floor or landing not more th~n 2 inches below the threshold is required on each side of an exit door. Section 3303 (h). (I occupancies excepted.) Doors should not project more than 7 inches into the required corridor width when fully opened or more than one-half into the required corridor Width when in any position. Section 3304 (d). Revolving (sliding) (overhead) doors are no.t permitted as exit doors. Section 3303 (f). Exit doors should provide inmtediate access to an approved means of egress. Sect~on 3303 (g). Exiting through another room does no,t comply unless the roomcomplies as an accessory a-rea in compliance with Section 3302 (e) •. A landing or fJ.oor that is level or not more than 2 inches lewer than the threshold is req\!1red on ea.ch side ot an exit doo-r. Section· 3304 (h). Supplementary doors for egress purposes should also comply with all provisions ot Chapter 33. Section 3303 ( J·). · Corridors should have a 11inimu.~· width of 44 itiches. Section 3304 (b) ~ Corridors serving nonambula-tory persons should have an 8-foot minimUJrl width. Section 3318 (c}. Dead ehd corridors are limited to 20 feet. Section 3304 '(f), Walls and ceilings Section 3304 (g). determine how this details, of corridors should be of one-hour fire-resistive construction. An architectural section t.hrough the corridor is necessary to is accomplished. ·see the enclosed sheet or recourncnded Exterior exit balconies cannot project into an area where protected openings are required. 0 RD' 1 N A_N<.t: ~ o 5.,_ ..5 S.c:C. I <;_ R) Interior openings into corridc.!."'5 sh~1,ld be protected as set forth in Sect:l.on .3304 (h). Twenty-11i:r,ute r~ting for doo!' assel!lblieis requires compliance with a specific research rec{)nt!l~nd.ation or a labeled tire assemb.ty. 'J:•he latter would r,esult in a 45-minute rating since it is the ininimum presc,ntly labeled. Stair-uay----.-.....---~-,----,.-,----,. should h3.ve a ,iiniir.1.1.m width ot Y""'r7,.,. _ _,..__,. __ inches, Trim and h:.mdrails sh¢U1d not project ~.ore than ~-.,2 inches into the required width. Section 3305 (b). .'.' Risers on stsirw~.ys should not exceed 7-1/2 inches and runs sh~uld not be less th&.n 10 inches. Section 3305 (c). · · Landings on stairways should have a dimension in the direction or travel equal to the width of th~ stairway but need not exceed 4 feet. Section )}O~ (f), Basement portion of stairways should have an approved barrier where continuous to upper floors in an exit enclosure. Section 3305 (g). Vertical di$tances between stai:i;i~ray landings are limited to 12 teet. Section 3305 (h}. , · Handrail°s should be placed not le.ss than 30 in.ches nor more than 34 inches above the tread. Section 3305 (1), Tllo handrails are required where stairways exceed ~-4 inches in width. (No handrails it less than four risers.) Guardrails for sta111s • balconies, and 1~.ndinr,s should conform with Sec .. tion J.714. note that ~a.xill1ur.11 clc-,nrance between intermediate rails is 9 inches and rail height should be 42 ir.ches. Openings in exterior wails within 10 feet of exterior stairways should be protected with self-closing tlwee-!'ourths-hour 1'ire-1•esiative assemblies. ~ection 3}05 (k), · Enclosed usable spncc tmder interior sta1rv.ays should be protected on the enclosed side as required for·~ne-hour tire-resistive construction. Section. 3305 (.1.). Noricombustiblo exte1•1or stairs nro required, Section }}05 (111). Exte:rfor stairs sho\\ld not pro;1Mt into nn Rrca (yards or courts) where wall openings must be protected. Sectf<in 3305, (m), All rr.quired interior stail•\lay5 which extend to tho top floor in nny bu1ld1l16 !'ot\r or !11ore stories 1n height shall. havo p1iovided at tho highoat point or t:he stail' :Jhnf't nn il,PP!'Cl','Od hntch opcnablo 'to the exterior nc,t less th~m Hi r,qu.a1•e !cot in rll'e~ with a r111n11'1um d11'11cnsion of 2 feet. Section 3305 (l). One i;tnirway shol~J.d extend to .thn J'oot. Section 3305 (11), It 111ur;t bo in a t1nc,l: cp1•ooi' enc loc,ure in b\'..ildl !!gs ove1• 7 5 !'eo t :1bov-o tho highcs t g1•udo. Section )309 (b). ,-. r· Six-feot 6-1nch n1n1!:!'.i:"1 he&droC'm clear:1.nce fo,. .. stairways should be indicated on plans. Section 3305 k,. Note that this is· from a plane tangent __ to the· stail•way tread. nos1nes. Ramp slopes should not exceed one toot in _____ tcet. Section :f~06(c}(d). SUrtaco or ramps r.houl.d be roughened o:r of a nonslip 1n--itcrial. · Section 3)06 (f). Stairwa7s should be enclosed as specifi&d in Section 3308. ·(a) (b) One (two)-hour fire-resistive walls aro required. Only. exit doors are allowed to open into exit enclosures. (c) Doors shculd b~ labeled one (on~-and-one-hs.lt)•hour fire assemblies with. e.ddHional req,;,iren1ent of m:u:innw. 450°J.?. tcmperatl.!re rise above ambient after 30 m1n~tes of fire te~t. (d) Exit enclosures should include a corridor on the grot'.!ld floor extending to the exterior. Fire•resi$t1ve constru~t1on should be as reauired for the ·e,:it enclosure., inc:h!dir,g protected openings. Only· exit doors are permitted to open into the corridor. (o) An ~pproved· barrier is requil•ed .at th_e grou.nd floor to prevent people·. from accidently continuing to.the louer l,evel. · (t) Usable space is not allowed under:the stairs. One exit trom the building shQUld be a smokepro9f enclosure complying with Section.3309. Openings into exit courts less than· 10 feet ~ide should be protected uith labeled 45-rJini,te fire asse.:nb1ics. Section 3310 (d). Also see 11 exit court" definition in Section 33n (-c). 0l)eni'r:.gs more than 10 feet above the court tloor are exempted. No opening£: other than required exits are permitte.d in exit passageways. !rhe pass::1.gew~ys sr.o..;ld be of .,...--,,-.,_,,..... ___ -hot\l' fire-resistive c~nstr.1ction. Section 3311 (a). Openings shi:,uld be pro-cected with labeled three-fourths-hour fire assemblies. Exit signs should be provided in conforma...-ice with Section / P~ RT ·v.· cP 0RD,2ro'S!:,- Aisle (cross aisle) in auditorium shouid have .a minim~ width of • Section ;313 (b). Section 3313 (e) •. · · ------ Panic hardware is required on exit doors serving Group B Occµpancies having an occupant load or· more than 100. . Section 33·16 (a}~ 1n lieu of thi_s, doors should have no lo·cks or latches. Main and side exits in conformance with Secti~n 3315 are required tor B-2 (1). Occupancies. Section 3316 (a). Every room in a C•l Occup.aucy shall be·provided ~1th exiti~.g. complying with Section 3317 (a). ~·h.is re:;i:u:ires fire-spriru.:lers unles.s. the specific require- ments are followed. Corridors of G1•oup C-1 Occupancies sh!i~ld have a width required by Section -3}02 plus 2 feet, but not less than 6 feet •. ~ection 3317 (b). Each floor above or }?elow t;he-ground 1'.loor level of Group C Occupancies should have no less than t~o exit stairs. Section 3317 (c). Exit stairs serviD8 an occt,pant load of m0z-e than 100 in a C Occupancy should have a minimum clear width of 5 feet •. Section 3317 (c). Exit doors cannot be more than 2 feet narrower than the required corridor . Width in Group C Occit1.pancies. Section 3317 (d). Exit doors trom schoolrooms sht'uld t;\l'ing in thtl· ·direction ot egress. Section "J}17 (d). _-. . . Rooms ot Group C Occupancies used.by pupils and located. below grade should have enc exit leading directly.to tho exterior of the building. Section }317 (e). I • • • Panic hardware 1s required. on exit doors eerving rooms containing n1ore than 100 occupants and in corr1dor3 of Gro~p C occupancies. Section 3317 (f). · Every room in a Group D Occ~pancy should have access to at least ·two legal rnca!ls of egress. Section ,}}18 (a). Doors from bedrooms and wards_ of Group D Occu.pancics and all exit openings where nonambulatory patients a,:r~ housed should have a min1:nu.m clear wic\th ot 1/4 inches. ?lo p1•ojections in this width are allowed. Section 3)18 (b). l'nn~c ba1•dwarc is required on exit doors serving more th?.n fifty occupants 1n D Occupancies unless there is nt1 latch 01• lock. Section 3318 (1'). Every sleeping room below the .fo~rth tloor should have one openable-window or exterior goor conf'orr.iing t9 ,Section 13014-(11W4) for e~e1•gency exit or rescue. This includes mezzanines. FLOOR, ROOF CO}!STHUCTION, COVERING, SKYLICHI'l'S, ROOF STRUCTURES Venting in req_u1x1ed for elevv.to~ sl'n.!'ta ext:mding ro~1·e than two storieo. Section 1706 (d). 'I·ho 1:arget• or 3-1/2 JJerccnt of the r.haft area or 3 uquare teet pol' ole,·ator shou.J,d be p;~1."'ric!od. The!! r,p~ce botwet'ln wood .t'loot• cons-truct1o:n and n suspended coiling below a:hould be divided .into a1•cas not cxccedlng 1000 squnra .fcot. Scotian 2517(0). •'\• . .......~ ' 7-"~ • , F-:~~and h!at vents should b~ previded in ~~c9rdance with Section >206 (a). ). ' 1 Attics ot e.:>mhU$t1ble ~ter!al sh?':!ld be di•tided into 3000 {9000) square teet. Section 3205 {b). arc:is not exce_eding ' Root d1•a1.r.ago ~hould be conduct.ed ".l.'lder th~ public sidewalk, S(lct1on ~207 (_e). Overflow drains having th~ sane size as ro<Jf drains and on independent drain lines a.re r£::(!uired. In lieu or this, c:,verflow :icuppers three tit:t~s the size ot roo.1' drains should be installed in parapet walls •. Ove:.•tlow system should have 11,1 '-ts located 2 inches above. the low points of the roof. Soction 3~07(c) • .,. The ttggrega.te area of penthouses and othel' -root str1.1ct:ures cnnn.ot exceed :n-1/3 percent or the supporting roof ~.rea. · Section 3601 (b). · . ' C·onc.rete floor slab.s on grade should not be less th~n '?>-1/2 inches thick. Section 2629. FmE EXTillGU!SHING SYS'l'EHS An approved automatic !'1re-extingitishing system 1s requir·ed in the -..,,.--,-_,,_,,_.. • .Section 3802. 1'his incl~.des blind spaces enclosed wholly _o_r_p..,..a_r...,.,t'""·1-y_b_y_c_,..o_-~b,...·:.1stible -construction. U.B.C. Standard No. 38.138(lc). '· Dry standpipes are required in buildings !'o-.u-or tt~re stories in height. Sec-:Hon .3803 :Cb). Wet standpipes are required as spec1t1ed 1n Section 380~. Combination standpipes are required in buildings exceeding 150 feet in height. Section 3805. They rn2.y be substit~ted for wet and dry standpipes. Fire-extinguishing system plans shouid be sub~itted to you to detemine compliance with applicable building, plv.mbiP..g, and fire codes. Chimneys should c~mply with Sec"tion 3702. · · fireplaces and barbecues sho~ld comply with Section 3704. Fire~larm system as per Title 24 of Chapter 13, Sectiofl B 1316. F qt IS H WORK The interlor wall e.nd ce1li:r1g finishes sh~uld be spec1t1ed and comply with !l'a:ble ?lo. 42-B and Section 4203. Gypsiu-.i wallboard (interior lath a11d plaster) cannot be install,ed on weather- exposed surfaces. See Section 424 for definition. ·01ass and glazing should cor:,.ply with Chapter 54. Type and thickness ot glass , ·, sh9,u-l"a be specified. · d' :---~•• Md glaz1,,;, in hazardous loc1tions Sh•uld comply v1th Section 5406, ~,~~ .. ~ --Skylights shoi,ld COI:\.Pl:r with Chapter 34. Plasti~ sky!igp.ts ~re allowed only ~ .. -U."'l.dcr the conditions .specified in Section 5205. ~µ-tf.,.*1 ~f~ ~t/0 ... ·. .. . Ra~.ges should have a ve~tical clearance ot 30 inches above the cooking top to unprotected c~mbustible mat~rial. 'l'his c~ be redu~ed to 24 inches if the c~:inbustib-le ttaterial :ls prote:cted w+th nini~ 1/4-inah ~.sbestos 1.:11.llboard, lfo. 28 ga~e sheet metal or a i:t~tal ventil~t1:ri..g hood. Section 1901 (a) - Uniform Mechanical Code. STRUCTURAL COMMENTS: ---=-------~~ . ·-. --=-- __ '~-·--soils Report: Required~··· ---- Special inspection in confor~~ncc with Section 305 is requil.'ed for the .followi11g work: (a) (b) Strt,,ctural concrete whare the design is based on an ultimate compres- sive strength in excess of 2000 pounds per square inch. All weld11lg except where done in the shop or" an npproved fabricator. /.- Innta"lla tion ot high strength bolts. Soll classification-in confor-mo.nce with Table Mo. 29-C and --=-=-~----,.= pounds Jier sq1.mr.e root soil bea1•1ng value used in design should be specified on plans. Valuo is subject to yot.\r approval. Section 29011-. :·-'rhc. rou1t<.lation in11cst1gation 1•eport mentioned in plans was not it:1,cluded 1-,.Q . (l_at.i t'ol'wardcd to us. It nhoulcl be suht:1itted fo1• review. ~ / -;, Acceptance of tho found;it1on 1nvest1r,n.tion rcp,,rt 1G reco!lll'Jlended contingent on compliance \11th local ordlnances. All masom,y or conc1•cto clcmf!nts 1.•esisting so1srn1c forces should c1ualify as ~e1nforced olomunts. Soction 2314 (k)-3. Concx•ote shca1• Halls nhould com!)ly wi.th Sectfons 2632 nnd 2617 (j), Prccnst conarcto W3ll paneln arc limitad to an lit ratio of 36 (25). Section 2622 {o). .. , . 'I; ... .,J ·, r-· ·.-. i . ~~ '1 .:.g_ · Wood ?!1embers J!laY support loads rro!'ll masonry or concrete only un.!·er the condi- tions specified 1n Section 2516 (a). Structural calculations should be submitted to justify the adequacy of tho structural system in resisting seismic and wind loads, and supporting dead and live loads. This includes foundations. Justitying calculations and details ·should be provided for --------- . The root should be designed f~r uplift wind pressures with due consideration tor lateral support of compression flanges of flexural members. Floor load should consider a 20-pound per square fo~t partition ioad. Section . 2}02 (b) • · · · . Marquees should be designed for a 60-pound per square foot live load. Table Ho; 2}-A. Garages for the storage· o·f private ple~sure cars. should be designed for a J!linim'Ulll 2000-pound wheel load. Section 2302 (b). 2x.lam1nated beams.should he spiked together as specified in Table No. 25-0. Section 2518 (c). · Live load signs are required. Section 2309. See --------------- 01 u e d -la r.1 in 2 t. e d J:1.1.mber sb:\uld be tab:,:•1oated in aecordanoe with U.B.C. Standard no. 25-10-. .A certiificate of inspection should be submitted to -'the-'·. l3u;i.lding Department. · . · Allowable stress in gh'.ed-1.a~inated ir.e:ube-rs over 12 inches in depth should consider a depth reduction factor. Section 2511 (d)-6, •.. Radi~.1 · stresses in c-:.u-·;:ed glt,ed-lam1nated members should be within allowable ,values. S.sction 2511 (d)-4. Radial tension str-esses are limited to 15 pounds per square inch.. If tpe radial· tension exc.eeds this allowable, mechanical fasteners shq.uld be u.~ed to resist the entire stress. Wood studs are limited to 14 feet in height for 2 x.4 and 3 x -4 1s and to 20 feet for 2 x 61s. Section 2518 (f)-2. Exterior wa1ls .and bes.ring partitions below the seco'nd story in three-story buildings should be J x 4 or 2 x 6 ~tuds. $ection 2518 (f)-l. Bolhd eonnu:tione expos~d to the weB.ther are limited to 75 percent of the allo'l-r2.ble load under :pr·otected conditions. Section 25. 1711 (c), Uniform Building ·code Standards. · Spacing of bolts should comply with Section 25.1713, Uniform Building Code Standards.·· Imported· bolts· do not c;:omply with code requirements. Anchorage of concrete and mssonry walls should comply with Section 2313. Designs. which rely on cr·oss gr2.in ti::nsion of wood members are not acceptable sinc,..,e the Code has no allo;r::.ble ,;-ahvs. A positive means of connection such · ~s0"jo1st anchors· or clip angles· should be pro·,•ided. · /_;:.;,· /? Exterior non bearing walls should comply wit:h Section 2314 (k)-5. Note that ~ .. _--::?rJ\ ___ _,_.,.. connections for sci:::mic pm-poses shc,.zld be· based on a ·11cp" factor of two. ""rr\ p::r \/' j Tabl.e No. 23-I. · /G *_/° ,--Plywood grades Should conform with Table No. 25-B. ' -· Justific&tion is req,uired that ·f;llfficient slop~ or camber is available· to assure ade~uate .root drainage after long time deflections. In lieu of this, r.oofs must be designed for p~ssible ponding of water. Section 2305 (f), Details on stressing method and h~.!'d.iare a.long with justifying data are re- quired on prest~essed conc~ete work. This data should be submitted and approved prior to. orctering of mate~ial. Note that all t~ndons should comply with Se:~tion 11,303 (c )-;I, fc,r fire·-rtJSistive pt1r•poses. Welding data or detnns tor stelll decy.ing used as a diaphragm should be pro- vided. Information sh~uJ.d com;,ly with a specific XCB0 rtise:a1•ch recommendation or test data. submitti:..d in com:p21.:i.nco with S(iction 106. Details shou.ld be provi.d.ed on ·root (floor) di~.phra,gm connoctfons that indicate how the shears are transferred to v~rtical. shear-resisting elements •. Connec- tions should be j\.,stifie,d with J;tr•t,chu•aJ. calculations tor compliance with allowable values. · Straight -sheathed d~c1,1r1g should be jv.stified fo1• diaphragm notion since it is not covered unde-i• Sectfon 2514. J\tsti:ticat.,ton should be based on the discus- sion ~r tran~verse shsath1ng~ Fago 4-12G of the T1mbpr Con~truct1on Manunl issued by tha Arnoric:.u-1 lnsti:tJ.\to ~,r 'J.'imbe1• Co!i'!Sir·uction, Nailing tor gyp.tn.1.1n bt1:1t>d (la.th, ·sh'!.2thlng board) used Gtru1Jt\.~rally on shear walls should be spi:.cifjcd and cornply with 'l'abJ.e !lo, 47 .. r. Shear l:P.115 .utilizirig gypsu.m bo:>.rd (i:i.th, Bh'!lathing bo.o.rd) cannot bti useid to resifit l.ondi1 impo:!ed by-1uas,mry or con.)ret,, wallr;. l~ootnoio l, Table No. 1~7-I. ------· -10- The C,:,de has no pre-visions r1-r :-tw:c'!I .shear walls i.ml'1l!!S it ·c,.rr,p~ies wi.th n specific lCBO rei;earch recommendt.;tfon. Lct .. 1n b1•ac-cs should be justlf+ed on tho b2.sis or end nailing and ;.ngl!· ot 1.nstallatio11 since thci Cods bas no pro-visions tor anowable valu~s. Railings should be de~igned to withstand a 20-pound per £cot horizontal toroe. Section 2304. Cc1lh1g Jci1uts should be designed tor total loi'.d ot not lesis th:..n 10 pounr1,· per square foot. Section 2304. lntorj.~1.• pni•titions oho"t.ld be justified str'l.,ctUl'aily t~r strength nnd do- ·tie:ction criteria set for·th ln Seotie1n 2312 (b). should cernply with a 5peci!'ic ICEo· ·r_e_s_a_a-rc-f ... ,-1-,e--·c-o_r._un--1;-n...,d'"'a..,..t .... i-,:,n_o_r_j.,..i;-~s....,.t-,i""'!'Y,....,.i_ng_t.,..e-s t 9-;i. ta should be ·submitted in C0Ji',pl1anoe wHh Section 106. . Wood meri1bc,rs entering masonry-or concrete should cor.1ply with Section 2517 (c)".'5-• Plans should indicnte tha.t !'ou.ndations extend below the trost line. Lap splicing of No, li4 and No. 18 ~ebars is net allowed, Section 2608 (e). Wood design criteria shciuld be b~sed on indt!Stry st~nd~rd6 published in October, 1970. Wood is no longer graded under criteria set forth in the ·Code, ·Reference is made to Research Recommendations 2569 and 2180. Al'l'C laminating specifications sh&uld .be used for glue-lam cc,nstruction since 1ndustr·y rio longer uses the criteria set forth in tho Code. Reference is made to }lc,search Hecommenda:tion 2519, Nai!ing 1'01• plywood diaphragms (shear walls} should be indicated ·on pl;i.ns. Data should agree with calcul~t1(>ns. See _______________ _ Structural speci1'1cat1on.s shi,uld b·e t1n plans. ''I'his includes concrete, masonry, mortar, grout, lumber, plywoed, reinforcing bars, str1.,ctura1 steel, steel · decl::lng, etc. Minimtl!n roinf'orcement ~hould be provided tor masonry walls to comply with Section 24-18 (.1)-3. Minimu.m re:1:ntorcement shou.ld be pr~vided tor. roinf'orcod concrete walls to comply uith Section 2622 (d). ---------1971 Na ti ona 1 Electric Coder-Ord. #8061'. t.... . .,...,,0 _1 Pro'vide single line drawing_and calculatio.ns.for 200 .AMP service or J:,arg~r. L~.. Show panel locatio-n a.nd siz~. in e_ach unit./ f' /;f:;:-:IJ, lCT?? ~ ~--:._ ), · L~ -~ A 11 hori zonta 1 feeders to be in an approved raceway. <r:J-1-'1,.. -•~1:.----, -.. --= -·r-= J ~-:--·. -~·-:_·::-, Four duplex receptacles maximum on each appliance circuit.:;:ffc?w OIV pf.t.n.tf-S (_-,--· Ground Fault Interu:e,!;..~.J:' r:.~_quired on.all exterior receptacle~ • .,,,...1.9.W~Uniform Mechanical Cod£--:-0rd. #8055.-........_ .. c· -_:::p7 Show size and lactio~ of ~.-A.~en~~-~;~ ::mb'/:in~-~io~--air0:i.:(· •"i/'<'U''_,,._/((y/f':.-·1..-i) ____ ~ return air, ducts and registers._f ff.,f; ff_·{\ ·tt.;,..f fol r~-'1.-1,::6_~¥(..1, · '. ..... .. '. ~ . • ·--·---(/ ('J ; . ~t::Show dryer vent to outside air. -~~-Show 120 Volt R t Mechanical plans reqiw~Ja.acle within 25' feet·of equipment for · · ¥,ervicing fee. 509. valve and Indicate height of water heater pletform. landscape and irrigation plans required.-Ord. #9060, Sec . .2.L..44.200. -------p, ,.. __ ~ -j 11'11 I cnucrl,\n,I IYICl'\111-\L 11'\lrVnlYII-\ i IVl'\I .>nl.".'fll:1--. .,- DATE: ITS PROVIDED·_--=~---'-' ~~~~Lr?---~-RE0/?:"/2 OF COVERAGE-:i;;%, ALLOWED ;~ ~ ~ BLOG. HE I G HT\--M-'-___..-'ft---"t-lr++,1:?L\ LOWE O ___ _ !ONT SETBACK {))/;; . SIDE YAR0 ;:' efl:-. REAR YARD '-,:, , INTRUS.IONS .. -.-... ~ ~ . ~VIRONMENTAL PROTECTION REO'TS.fJ:ic:7£--1 .yr,.<11 -<,/6' ·s/4/2:::s LANDSCAPE PLAN /if:CJ ~~, , ____.. , ,GINEERING DEPARTMENT A.o.w. c.Kr 5 r / A/ (1 ·:~T~~ -~EPARTJ\iTEN . . . CJ · ~ I ! , .,,.--::r _: ; y ,?J:V. p Cfk", oh? . . , ,;.; ~MJO . , ~RLSBAD_. ____ . ~NAL COMMENTS_. ____ . -.-------------------.,.,f:.L.}b~=-,-.-~+,:--~"------:;;:--..::::!l!~,--....__- t~uE ~SE:Nli qer ·-~----- ITEMS ~/,l 7a,·A --. ,;; :V?-~ . - ··- SAN 16 (3-66) 1 M COUNTY OF SAN DIEGO DEPARTMENT OF PUBLIC HEAL TH 1600 Pacific Highway, San Diego, CA 92101 Division of Sanitation Ph one ~2-3-9°""-¥~7~H,:&:x:t~6~1"'1."" -';d' ·.q'.b .-,;t ;2 -4+, .:?:J PLAN <;:ORRECTION SHEET /.;··,.,,,..,..'1 Approved_~-~~,_··~~~~-·----·-~ ·:".,' #A'~/~~}( --;;,0/ t /2.M-:-5~~ . j/'~;;:-.. 42.?P~ '/·..r -• ~ . ..- / . ,_,/,/ '"' '.,.It. \ ) I ~~/ •' .• ,,, ., . ,. .. ,,/ / .. · ,, j' JI I { \ \ .... \ ·, \ \ ' ·,. ( \ :·: ': .. , .... , . . . --·-. . . ;-- • .;f. ~-· ' ' t .. : =· . .'.·. ·. . . -.• ' --~ ;:' _:. . . ;: ·: ;·_:~?~~ :, ... ~-~ . ' ' ·._\ :_;:. ).,_·. ._-: ... ·: '.·. . ' II(.,... . . . : . . .:;_ .·.: ....... ';':. -: " •. . . .• ~ . ._ ·;, .. - --_. :' . . ,·' ,·· . . . . ~ .. .: .. :,:<:. ·: ~ :: : -. :~;.: :. ''~: -•• ! '. ~ .. ' PAULY. KOSH! & ASSOCIATES M > ' 155 N. $an Vicente Blvd. Belvedy Hills, CA 90211 REC·EIVED·. City of .Carlsbad Department of Building & Safety· 1200 Elm Avenue.. · MAR 11 1974· C arlsbod, California · 92008_ . . CIT)' _OF CARLSBAD· .. -. -.· B_urldmg Department · . Attention: Subject:· Richard .S. Osburn. · . Dir~ctor of. BuHdi_ng-on_d Housing La Costa de}vlorbella Condominium Project 2425 La Costa Avenue-.·. Carlsbad, CA 92117 .· · Dear Mr. Osburn:· -. . . - --. #_. ,. . .. . -- , .... ·. .:-..... ' ... _,_ .~ - ' .. ' · This is to inform you that this office has all the copies of the soi'ls report as follows: . .. , _· I . -.. 1) .January 4., 1973~ #72-12-7A (Pre! iminory) · 2) .January 16, 19_73, ~72--12-7 A (Formcl) · 3) April Tl, 1973, #73-3-lA (Addendum) 4) August 29., 1973, #73-7-18DF (Addendum) 5) August 30, 1973., #73-7-18DF (Addendum) 6) September 19, l973, //73_7_ 18DF (Addendum) 7) Septeniher 20, 1973, /J73-7-18DF (Addendum) 2) November 6, 1973, #73-7-18DF (Addendum) 9) February 4,· 1974, #73-7-l8DF (Addendum) 10) _ Morch-4, 1974,. #73-7-18DF (Latest Addendum) 11) March 11,. 197\_,}73 ... 7.:. 18DF (Latest Addendum).·._ ... ··:. , .. . -· -· : ._ ·., : .· . ~-.. ,• We would i ike to inform yo.u that al I foundotions and retaining walls h~e been designed :· . .' . in conformance with the-requirenie~ts and recommendations of all the enclosed. soil · reporl' with-the exceprion of the granular backfill and oddHionol r~port required for .. -.·. the westerly portion· over ~he existing sewer line (adiocenr to Buildings J and·_S) .. ·· .·. ·.: if you have any .other quesfions pl e~e · coll or write me. Very truly yours, PAULY. i<OSHI 8: ASSOCIATES .~. ,. _::-,., . ,,. .... /. ;.,--· . ; .,,. ,/,".',...,/."' <'. .-:. /4-• ..... _.--/ ~ ··-----. . • • :" a., ·-' __ .,,..-6' / • '. Poul Y. r<ash i . Structural Engineer ' ,., .. ~ ·\~\·· I , • it,;-': -· ' ' ..... -~,{ ~----~ -:~:, ~ ··, ·- BENTON ENGINEERING. ·1NC •. · APPL.IED SOIL MECHANICS ~ FOUNOATrONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 9.2111 March 11, 1974 La. Costa de Morbel la Associates . 4924 Rebel Road ,. San Diego, California 92117 ·. i, Atte.nt-ion: ·Gentlemen: Mr. Ted Muga Project No.· 73-7-18DF .. · Retaining Wall Design Recommendations and Proposed Supplementary Soil$ Investigation La Costa de Marbello · · Lot 206 La CO$ta South Unit No. 3 .Carlsbad, California RECEIVED-- MAR 11. 1974. CITY OF CARLSBAD Building Department TELE?HONe: (714) .!..:.,. ;S.55 · . . . (.1 ---) . This is to present amplifying, r~comrnendations regarding the design of retaining walls-for the subject site based on certain methods of backfifling hehind these walls.· In addition this is to confirm the mutually agreed intentions of proceeding with o supplementa_ry soils investigation that will include at '.least one and possibly two test borings in the area of Buildings J and S in order that additional foundatfon design re.commendations may be providea j.f found to b.e necessary relative to estimated settlements of the underlying soils in that a·reo. ! . .i ' ~-. 1>,., Retainlng WgH Design ·, .. In our lette·r submitted under this ·same project number and doted March 4, 1974 it was recom-. mended' that certain active earth pre,svres be used in the design of the retaining wal Is depending · · primarily on the type of materials used in backfilling the walls and the slope of the soils being.- retained. At present it is understood that those areas where retaining wal Is wil I be constrocted have beery cur back at ·a slope ratio of 3/4 horizontal to 1 vertical. It i.s ·Further understood that the prese~t !design of these retaining walls has utilized on equivalent fluid pressure 55 pounds per £Ubic foot 7 ·fora sloping bockfilf having a slope ratio of no greater than 1.5 horizontal ·to l vertical' and ·30 · .;pounds per cubic foot for a level backfill condition. . . . "'? . . Considering the p;esent site conditions it is our opinion th-~t-the ~ctive earth pressure va!ues used in the present design of the retaining walls ore satisfactory provided. certain backfill requirements are_ met. In this regard it is recommended _that o grovel be used in the !ow9 r? .5 feet of backfill ·r - 1' . . :~·- . . --~ , Project No. 73-:-7-JSDF -2-Morch 11, 1974 -, La Costa de Marbel la Associates and that this grovel have a minimum thickness of l foot at the bottom. The remaining backfiH should cpnsist of a granular type soil such as a silty sand, slightly clayey sand or sand .. · The limiting areas of these backfi.11 mc:iterials are-shown graphically on the attat;:hed Drawing No. l B-. · Thrs method of backfilling and the resulting active earth pressures used in the design assume· that provisions ore made to prevent any hydrostatic pressures from developing behind the walls and tha·t no surcharge loads are arlowed on the so_ils l:>~ing retained. Supplemen.tary-Soils Investigation In qur report ~ubmitted under this s~me· project number and dated August 29, 1973 it was recom-. mended that certain portions of Burld{ngs E, G, J and S·be structurally reinforced in order that potential settlements due to the consolidation of the lower questionable backfill placed over. · utiJ:ity lines and adjacent to possible _loose topsoils·.in the close ·proximity of these ·buildings will not result in structurQI d_istress to the buildings •. In order that the· structural engineer may have deflnite values of estimated .settlements with which .. · to design the foundations of the buildings, it is mutually agreed to conduct a supplementary so_ils . invest.igation. This soils investigation will consist of at lea.st one and possibly two borings drilled .' to ·sufficient depths in order that undisturbed soil samples may_ be obtained for laboratory testing. ·· Since the areo of influence of these questionable subsurfoce soils is the greatest in the area of · Buildings J and S, the test bori.ngs will be located there.'· Based on the field investigation and the results ·of the ·Jaborotory _tests, recommendations regarding estimated settlements will be presented in a report.~ Respectfully submitted, · BENiON ENGINEERING, INC •. /)' ·--/ . . ' ·.·/~ e4·· /, . ' ; ' . I .. -···= ._,,. By A'.,/, ··«:. :_~ (2) Addressee · Dis tr: . D. F. L~ake, Civil Engineer (3) Samuel Wacht Associates, A. I .A~ Attention: Mr. Wong (2) Paul Koshi & Associates Attention: Mr. Seyman · Olson Development Company <::::::::::'.::::::.~--Attention: Mr. Chambers "Reviewed by ~~~....:::~;:;,.;J...._,..;;;.,.......1:-t.~.;:.:;;;....::;E.:;:::::::::::::::~.t:::. ·-... . DFL/PHB/ew BENTON ENGINEERING, INC. ·• r .,· ~-: :.. ·' < . " 1' • t . i.. • .. TYPICAL 1?£171/N!NC -WALL{FOR. ACTUAL 0£5/G# SEE STRlCT//l?AL : DRAWING$) bate: 3-11-74 PIOJ!CT No.· 73-7-18DF I PACI/FILL £/rJ/Eli' LEl/£L OJ?_SLOP//'16 I \ ....----.--?-----.....-,,.:__-____.:1...-__ -i_-1-2. \ C\ ~ \ "~I''-::::\'\='\\ IMPORTED CIIANULAR SOIL BACKFILL } ON-SITE CLAYEY SOILS ·GRAVEL BACKFILL Drawn: R~W. METHOD OF BACKFILLING BEHJND RETAINING WALLS . · LA COSTA de MARSELLA LOT 206 ~A COSTA -SOUTH UN IT NO. 3 CARLSBAD CAL!FORN IA BENTON ENGIN!EJUNG, INC. DRAWJN-G NO. ·L PHILIP HENKING BENTON l'IH;81Dl!NT • CIVIL ENGINEER Sampling BENTON ENGINEERING, INC. ,'PPLIED SOIL MECHANICS ~ FOUNDATIONS ' , 6717 CONVOY COURT SAN DIEGO, CAL:IFORNIA 92111 APPENDIX B TELEPHONE (714) 56!5-19!5!5 The und.isturbed soi I samples are obtained by forcing a special sampling tube into the undisturb~d sotls at the bottom of the.boring, at frequent intervals below the ground surface, . ·Th.e sampling tube consists of q steel barrel 3.0 inches outside diameter, with a special cutting· tip on one end and a double ball valve on the other, and with a lining of twelve thin brass rings, each one inch long by 2.42 inches insi.de diameter. The sampler, connected to a twelve inch long waste barrel, is either pushed or driven approximately 18 inches into the soil and a six inch section of the cente·r portion of the sample is taken for laboratory tests, the soi I being • still confined in the brass rings, after extraction from the sampler tube. The samples are taken to the laboratory in close fitting waterproof containers in order to retain the fie.ld·.moisture until completion of the tests. The driving energy is calculated as the average energy in foot-kips required to force the sampling tube through one foot of ·soi I at the depth at which the sample is obtained. Shear Tests . The shear tests are run using a direct shear machine of the strain control type in which the rat'e of deformation is approximately 0.05 inch per minute. The machine is so designed that t-he tests are mad<? without removing the samples from th_e brass liner rings in which they are secured. Each sample is sheared under a normal load equivalent to the weight of the soil above the point of sampling. In some instances, samples are sheared under various normal loads in order to obtain the internal angle of friction and cohesion .• Where considered necessary, samples are saturated and drained before shearing in order to simulate extreme field moisture conditions. Consolidation Tests The apparatus used for the consol-idation tests is designed to receive one of the one inch high rings of soil as it comes from the field. 'Loads are applied in· several increments to the upper · surface of the test specimen and the resulting deformations are recorded at selected time intervals -for each Increment. Generally, each increment of load is maintained on the sample until the rate of deformation is equal to or· less than _.1/10000 inch per hour. Porous stones are placed in contact with the top and bottom of ~ach spedmen tp permit the ready addition or release of water. Expansion Tests One inch high sample~ confined In the brass ·rings are permitted to air dry at 105° F for · . · at ,least ·4a .hours prior to pl.acing into the expansion apparatus~ A unit load of 500 pounds per · ,square foot is then applied to the upper porous stone in contact with the top of each sample·. Water . is permitted to confect l:>oth the top and bottom of each sample through porous stones. Continuous observations are made until downward. movement stops. ·The dial reading is recorded .and expansion is recorded unti I the rate ·of ·up'?{ard .tnqvem.ent is less th.an .1/10000 inc·h per .hour. ' . . .. BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENKING BENTON PRESIDENT • CIVIL ENGINEER La Costa De Marbel la Associates 4924 Rebel Road San Diego, California 92117 Attention: Subject: Mr. Ted Muga Project No. 73-7-lBDF La Costa De Marbel la Lot 206 February 4, 1974 La Costa South Unit No. 3 Carlsbad, California Gentlemen: TELEPHONE (714) 565-1955 At your request this is to report that as of this date, the grading of the sub feet lot has· been accomplished in accordance with the recommendations as provided in those reports issued by Benton Engineering, Inc. The following is a complete list of those reports submitted on · the La Costa De Marbella development and deal with recommendations regarding site grading except for the swimming pool area: Project No. 72-12-7 A Profect No. 73-3-lA Project No. 73-7-18DF January 4, 1973 January 16, 1973 April 11, 1973 August 29, 1973 August 30, 1973 September 19, 1973 September 28, 1973 November 6, 1973 Grading operations on the subject lot are still in progress ·at~this time, however, final grading plans have been approved and signed by Benton Engineering, Inc. as conforming to our re- commendations and no deviation from these plans is expected. Respectfully submitted, rd Reviewed DFL/PHB/pa -Distr: ( 4) Addressee BENTON ENGINEERlNG, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENKING BENTON PRESIDENT • CIVIL ENGINEER California First Bank o/o Construction Services P. 0 . Box 22340 San Diego, California 92122 Attention: Subject: Mr. Jim Murray Project No. 76-1-20D February 10, 1976 Final Report on Compacted Filled Ground Placed on SI ope Area Gentlemen: North of Buildin M La Costa e arbella Lot 216 o Ia osta South Unit No. 3 Carlsbad, California TELEPHONE (714) 565-1955 This is to report the results of tests and observations made in order to inspect the compaction of filled ground placed in order to repair the slope area north of Building M at La Costa De Marbel la in Carlsbad, California. The fill was placed during the period between January 29 and February 2, 1976. The approximate area of filled ground placed under our inspection during this period in accord- ance with the approved specifications is shown on the attached revised Drawing No. 1, entitled 11 Location of Compacted Filled Ground. 11 The approximate locations at which the tests were taken and the final test results are presented on page 3, under the 11Table of Test Results. 11 The laboratory determinations of the maximum dry density and optimum moisture content of the fil I material are presented on page 3, under the 11Laboratory Test Results. 11 The tests were taken on the dat~s indicated below: · Test Number 1 and 2 3 to 8, inclusive 9 to 17, inclusive Date January 29, 1976 January 30, 1976 February 2, 1976 Project No. 76-1-20D California First Bank -2-February 10, 1976 The loose clay-type soils existing on the _slope, within the I imits of the fill area shown on Draw- ing No. 1, were removed and three horizontal benches were cut into the existing compacted filled ground. The slope was then reconstructed using select soils imported to the site. The final results of tests and observations indicate that the compacted filled ground has been placed at 90 percent of the maximum dry density or greater. Respectfully submitted, BENTON ENGINEERING, INC. By-£~~ R. C. Remer Reviewed by ~~ PhtlpH.Benton, Civil Engineer R.C.E. No. 10332 Distr: (3) Addressee RCR/PHB/ew BENTON ENGINEERING, INC, I I Project No. 76-1-20D -3-February 10, 1976 California First Bank TABLE OF TEST RESULTS Depth * of Fill Above Maximum Approx-Bench Field Dry Dry Test imate at Test Moisture Density Density Percent No. Location in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks 1 West End 8.0 10.6. 117.7 134.7 87.4 Reworked 2 Center 8.0 10.6 117.0 134.7 86.9 Reworked 3 West End 8.0 12.5 122.0 134.7 90.6 Check on #1 & 2 4 East End 1.0 11. l 122.6 134.7 91. l 5 East End 13.0 11.5 126.3 134.7 93.9 6 Center 3.0 10.8 123.2 l34.7 91.6 7 Center 10.0 10.4 124.1 134.7 92.3 8 West End 14.0 11. 1 121.3 134.7 90.2 9 West End 5.0 8.8 111.6 134.7 82.9 Reworked 10 East End 5.0 10.5 126. 1 134.7 93.7 11 East End 15.0 9.6 122.7 134.7 91.2 12 West End 5.0 8.7 119.2 134.7 88.6 Reworked 13 West End 5.0 10.7 124. 1 134.7 92.2 Check on #9 & 12 14 West End 15.0 11.3 121.3 134.7 90.2 15 Center 6.0 10.6 125.2 134.7 93. l 16 East End 11.0 10.5 127.9 134.7 95. 1 17 East End 15.0 10.7 126. 1 134.7 93.7 * Compacted filled ground was placed on al I three bench areas simultaneously. LABORATORY TEST RESU~TS The maximum dry density and optimum moisture content of the fill material as determined by the A.S.T.M. D 1557-70method, that uses 25 blows of a 10 pound rammer falling from a height of 18 inches on each of 5 layers in a 4 inch diameter 1/30 cubic foot compaction cylinder, are presented as follows: Soil Description Gray brown slightly silty fine to coarse sand BENTON ENGINEERING, INC. Maximum Dry Density 16/ cu ft 134.7 Optimum Mois- ture Content % dry wt 8.4 BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENKING BENTON PRESIDENT • CIVIL ENGINEER March 11, 1974 La Costa de Marbel la Associates 4924 Rebel Road San Diego, California 92117 Attention: Subject: Gentlemen: Mr. Ted Mµga Prof ect No. 73-7-lSDF Retaining Wal I Design Recommendations and Proposed Supplementary Soils Investigation La Costa de Marbella Lot 206 La Costa South Unit No. 3 Carlsbad, California ~/02-- RECEIVED M/.\R 11 1974 CITY OF CARLSBAD Building Department TELEPHONE (714) 56., 1955 This is to present amplifying recommendations regarding the design of retaining wal.ls for the subject site based on certain methods of backfilling behind these walls. In addition this is to confirm the mutually agreed intentions of proceeding with a supplementary soils investigation that will include at least one and possibly two test borings in the area of Buildings J and S in order that additional foundation design recommendations may be provided if found to be necessary relative to estimated settlements of the underlying soils in that area. Retaining Wall Design In our letter submitted under this same project number and dated March 4, 1974 it was recom- mended that certain active earth pressures be used in the design of the retaining wal Is depending primarily on the type of materials used in backfil I ing the wal Is and the slope of the soils being retained. .. At present it is understood that those areas where retaintng walls will be constructed have been cut back at a slope ratio of 3/4 horizontal to 1 vertical. It is further understood that the present design of these retaining walls has utilized an equivalent fluid pressure 55 pounds per cubic foot for a sloping backfill having a slope ratio of no greater than 1.5 horizontal to l vertical and 30 pounds per cubic foot for a level backfill condition. Considering the present site conditions it is our opinion that the active earth pressure values used in the present design of the retaining walls are satisfactory provided certain backfil I requirements are met. In this regard it is recommended that a gravel be used in the lower 2.5 feet of backfill Project No. 73-7-lSDF -2-March 11, 1974 La Costa de Marbel la Associates \.. "0--·. l.·, and that this gravel have a minimum thickness of 1 foot at the bottom. The remaining backfill should consist of a granular type soil such as a silty sand, slightly clayey sand or sand. The limiting areas of these backfill materials are shown graphically on the attached Drawing No. 1 B. This method of backfilling and the resulting active earth pressures used in the design assume that provisions are made to prevent any hydrostatic pressures from developing behind the wal Is and that no surcharge loads are al lowed on the soils being retained. Supplementary Soils Investigation In our report submitted under this same project number-and dated August 29, 1973 it was recom- mended that certain portions of Buildings E, G, J and S be structurally reinforced in order that potential settlements due to the consolidation of the lower questionable backfill placed over utility .lines and adjacent to possible loose topsoils in the close proximity of these buildings will not result in structural distress to the buildings. In order that the structural engineer may have definite values of estimated settlements with which to design the foundations of the buildings, it is mutually agreed to conduct a supplementary.soils investigation. This soils investigation will consist of at least one and possibly two borings drilled to sufficient depths in order that undisturbed soil samples may be obtained for laboratory testing. Since the area of influence of these questionable subsurface soils is the greatest in the area of Buildings J and S, the test borings will be located there. Based on the field investigation and the results of the laboratory tests, recommendations regarding estimated settlements will be presented in a report. Respectfully submitted, BENTON ENGINEERING, INC. f>-?'a; Byil. ~ ~~ D. F. Leake, Civil Engineer Dis tr: (2) Addressee (3) Samuel Wacht Associates, A. I .A. Attention: Mr. Wong (2) Paul Koshi & Associates Attention: Mr. Seyman ( l) Olson Development Company --=:::=:::::::;~----Attention: Mr. Chambers ~eviewed by '.l...L£~~;;)..__,...;....~Ll..:..:~~;;:Z:!~~::;-- DFL/PHB/ew BENTON ENGINEERING, INC. TYPICAL l?El7/ININC WALL (FOR ACTUAL 0£5/G'/V SEE STRlCT//l?AL DRAWi NGS) PROJECT NO. 73-7-18DF I /JA[J{F/LL ,£111/Elf LE/1£1. 01? SLOP/IVG I IMPORTED GRANULAR SOIL BACKFILL 3 4 ·.·. /.,) } ON-SITE CLAYEY SOILS 2-j 1 {MIN.) GRAVEL BACKFILL Drawn: R.W. METHOD OF BACKFILLING BEHIND RETAINING WALLS LA COSTA de MARSELLA LOT 206 ~ACOSTA SOUTH UNIT NO. 3 CARLSBAD CALIFORNIA BENTON ENGINEERING, INC. DRAWING NO. 1 .. ' 7i.f.. ;; ·: ':_ :.. ·. "'• ._;.,, .• . . . . ~--. ,, ·. , · .. f.f-,.,;v~~:'.#/0 2..,-, ... r,1<. ,:; t:j.(.,, . ., r., :: 11.. *Ir;,, ,# ,. •• . ..... ,,., . _ ..... ,· . ,.: . ~ .. · .. ~· ~ .~ .. - ! ::· r .. ;: ._. : .· •. r"•; \" ., ~ ,. · M ·~ .1.~ x 4-4 " 11, ~ A1-t ::: ,, ~-~4 / • -:::. / pc;,,.:it I? It~ l( 7i, x 4- 'fr<.1' If -4-if.. 1,4" o c. A'?'? l ttt "._, . " 1:-/~l .~ <P,-, ,+ I~-~ ~b-+0 / 'J?0. f!;,I ~ 1,C.,C) f41 .' . r· lt,,. ~ --:::. ,p . A '11 lj,,lL j ,.,. ' 11., ~r~ I t;, r;;~f/1, it'b .... ~/ 'I f~,.. ,U, ,< 1'10 [ I -(~1 -,,. /'70 · . ' . ,141 .!!:. , + fil -:;:. I Ii i1 '1° I q 4-~ I U' ~/ ~ l I O C-.,~~' f(O. 1.40 . ~~~f!J!,N tff~-M ~ 'it )(. ·4·14 ~ · ~4:.,. )<: 1A, -~ 410 . · ffb. -::: lt:JO ,._ "2-.?~ • ~'1 o " 1,1, ~ 41,.0 ·e.\~ (.. tp-C i( I~ X ·4. /1j ~ ~1'.J ~ (,41, -:: t1..C' ~ ' 11--. ·?,; ~ J:J "' ( i;::,,. 4),.. ssi l ¥' ,c. ~i, "of--:. ;,,4,i ""· " ", ' f LOl-47 .. '. .' . __. l 'I-1' v )f. 1 ,1, ~ : 4-7 .:::> f, 144-f'1 _.,., -'l ~-&.ii OfM .:-; qr-(,4 ,; 1 ?+-1 --· \I"' Mr--;, 'L~ ~C' t. ~ f.,lc.r'i ,,. ·1,01 ,., I obC, ~.. . . ,. ;,··.'f;} (:~~: ,;;: --' <;c ~-!j;.&:;~fw -;:. l;trJ :.>_/·:·:• . ·., . . . : ·, , P_ •. i . . · .. ' .. ,. ' . ., . ,. <o ''L .. · t rr::==:;:===:;::======================================-========== .·'-"_o:IE~t~·LAc.c:>~TA oe , eE=LLA PALll. v. -· . CONSUL TING STRUCTURAi.. ENGINEERS . ''£NQ"i IS5NORTH SANVICEN·T,EBOULEV,lt,RO B£',(ERl.Y H·ll.l.S.. CALIFORN1A 90211 1 ITEM:· TEl.EftHONE: (213) 655·_5603 (./.,r;' ,' (-::14bx.lo+11 "t' j 11,. ·X 1,0 v-·, I . Cl-\·~-_ . Jt'.'~Jl dt~ 'f'f4 M ~ 11 -,.. 1 c ~ ~ r;:.,c;;, )<... I,~ 1 -; I (.,?t.~O eA fZTH -:; 1 oc x <,,,, 4--;.. ,v; ~ ,tt> .,. ,,,1,,,1-C; ~ 11-0 ~ ?-,-; 0 ~ i ),( ~ .:t-,"1 ~:" "' 1, I b1--'J( f., v 1 -== ~ v-Ct c ·--·-,-,,.. -.... -· ~ . ~ tif~?\ l;(&-~~t,; --~ .. C j"' IV'\ ~ ;_; ;.. ~ , t, • . 1, 11 bC __ Mr--:_ 41-1. o X ~ 4-1-ici /A/.;"J~I ~·\,!1, t 4;. (.'1,tC, ,,.. \,l'l, ~ ,117 ' 1 1 i . f' i t'· \ ,·, ' '/ ENGlh PAUL Y. KOSfU & ASSOCIATES CONSULTING STRIJCTURAL ENGINEERS l.!i5 NOR'TH SAN VICENTE BOULEVARD 8 E V ER LY H,I L L S·, C A LI F OR N I A 9 0 2 I 1 TE.LEP,HONf;. (213) ~55-5603 JOB~-11;-o t e::, OAT.E4.//\/ 7 ~ SHEET NO. R -? ~ H ~ £ __ .!f~ .. C.~~,. J....P-':"4? g,·· 4it>vt ,r 1,.,..-:.. 1obc Y,C:.,.~,b/1 ;:-•• :~ -tO'l') f~' .;:; -'J..00 ,:t '1, 1.,7 .,,. ,; 1: ··1 ( ' / ·b )( ,;;j J ]'. 7Cj0 I t -f ___ ....:;... l i.,.. '-.., 4<-~ ~ ~ / .J .. J1 t/,tV1 -· --.... ---- -1 -,.o .._ ,{ ~~~" -;,,, ,"l ti' '1 ,·~ x Io -r -i 1 x . .r. ( -r Vi I'\'~[.' t-If b ~ 1,.1 ~ ! 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NO~TH SAf-4 VICENTE BOULEVARD BEVERLY Hll.LS, CALIFORNIA 90211 T~ Lf;':PtlQN E, (21 3) 6!'>5-~603 ~·. .. -:.. 4u,,q · -~ · b( "!!. 4c.J.c,--J ~ 4'1P X I,"? -::1, c..,10 /' -· ·;,. ' .· X • ~¥.t;, /4;4,1( ·-::-1. o ti!~-J.~., (,.(? .;· ,tt7 .. ' ,-• • i • ·~ • 1 •• .1 ...... DATE SHEET NO. ~ .-4 '• -. ., '• : t P~UL Y.· K9SHJ &_ ASSOCIATES ~-~·.::: ~ ~ -ENGRt . CON$.~TJNG-ENGl~EERS .;·_ .· '· i. . 1 -. • . ylVl'L-AND STRUCTURAL . JOB N0.11-JOI U? o~Te4/tth'? SHEETNO~·t .. ~ . . ' ... JT£M; ~ ,CA l-JTL., ·J<f!.i. WA\,..L -401 Sll.V&PI_LAfC:S 8LVP,, l,0SAN0El.ES, CALIF, 90028 •388·9695 .. ~ ';, """. ····r· ~ '}' _,._\ _)· -, v~ V ... ,•. , .. . :. ., .: ~i~. · . .. . ~: . _, ' ,• ~ '·. < :+ '. ~ (;. " -t-... ' ~: : / ,. , CT<? ..a.~!~~~--'" -~.,.. 77 f..:5,33..:-t10·~ ,~·-:: .. 135 ·-,,,(~,;. 116xZ.l-;::3J5 ~ .C, ~ J 57 e~ ~3,.5• 1.:.;-0 ~~ '.:; 28or:-. 11c,~ 7 Jee Pfc,. ~-· 14-0· ,t 4~ t; ~ G 7~ io:.~ i.(,;; I c;, {·' C €A~'P4 y~ ::. 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'J ,. ;i-,.' :· :, ,--; :)',.-~~'t,<~ .. :·. '• ' .'·,l --~------·lo.----.-. .... --~-... ---.. --·--~ .... ~-,. -~--l •4 \.4-OR\ Z '6,T\.., A~ 4HO_WN~ " ~13 Cl-IG0 VEv:t, . ..'.\ ··-----. )-·----~-··--·"······· ...... ------ 2'' ~; ~L. j;. ¾-' N: . ·~'\ ' " -.;. \. '\; ·---·---~----------------- 1 c::; J/2 x I )I~ LCNT 1<.e-V:: ,·, I -4.-----------·-··---------.---,. ::: t . N1 -, X --~-----·-. -----·--------- .. 5€.l',) I . · . c::jl (!;rll · , , . l ~-••••"•·•--• ··•• •• ••• --··•••-w·•· ·----··••• ' 9 1..-4" CANTL.-.·RET. _WALL ' . •' . .,a . t·: lr_:}r "i.-. . '. -~-. (~f . ···.. ' \. ·,v· . . .. . r, I. . . ' ... '' , , .': • .•I.' • J !\ · .... f ,, .. ~',_.'.; ... ·~·-~·---1-fr. . '._.-..-' .- -~-:: . . . _ j/ l € --: --~-0 -'St+r,,~ ~ i~f Gto/' ¥f-=-; '3.--0 . ,{~~·-..... , ' . . '4 L$"-~ : · f • 0 :. : · :· Ot....=-i ~ .• _, .. LL·-=--.,,.~~--Cl : . ..,_.....,~~~,.,.~Vl--."*N _J_ -. -- :~ . PA-Ul Y. KOSH'I &.ASSO.CtAlES . CONSULTING STRUCTURAL ENGINEERS-- 15·5 NORTH SAN'V·l~ENTE souL.iVARo: BEVERLY'HILLS, CALIFOR-NIA 902l1 T~LEP_HONE: (213) sss.'SGQ3 -. , ::(fe/4:Qf (..~ . · ·swr, ·,-.:. -., . HJ'St>lA'.f,HIJ:~ .J (il·\1' ,_ ~ Ir ·O fg ~~--~:~.~£- . -0 L. ~ l 1 • ~-· U.-•,;, i.,. f,) " ~ ' . ·1 .. TL e 31, r:;;;:,-·:;; 7 ~~,.._~.,....::--,.v.t...,.~l.-~~1""-f:<, ............. ,¼.,.,.~~.,,.~~ 4. • • .. ;.· . ,.; ... , J \_ f,'; 'f"-·j!'},-.· . ,r(~~~~~' . _;-,:r" :-· ~-1' '' , .i., .• -r • , ,,..'•, . ~· . -~ . JC?•. NO. _"'7-$()/~· .. _ -D~TE J4jJil7 \t' ·._ : . .SHl;U NO .. J : ,1 .•' . '-~·~' . r·· r,·, _( '( ', 'iNGR: 'PAUL ·y~ KOSHI. & ASS"OCIA,T~S ·. c.bNsu.1.,:r1~G STRU.CTURAL EN~"INEERs : .. i55 NO.RTH. ~AN VICENTJ:: BOULEVARD : . BE.VER-LY HILl,,S, .. CAL_lfORFflA 90_21-l TEl,.EPH~NE·: . _ ;(213) 655-5603 -., , ' ., •.. JOB-·NO; /~~/~ < . DATE: 2.AJ,:,.~:13 · , ·. 1:~ )(;' ~ '> ~ 4, -zc. It'~,, . '' . , .·, ',. ;.. "' ,.,i.· ... . : · .. · ~1,; :~Qf U~,,; <! ~~~ ' ;; ::·. . . / ~, ,_·. 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' :t2J!. t,-..~ {J) :4 ~-\.. @. ~ ~ 1, ,! ...,-,·.~·to~,.,.,._~..., .... ~,.,.,...,, ~.>.;~U....:,,f:;~~-"!'..-...t.:J'rt.-..;r"....c.~.ti~14'--.•.r')l.~k~"ll.W~~~ .. PAUL Y. KO.SHI & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 1'55 NORTH SAN VICENTE BOU.LEVARD . BEVE;.RLY HILLS, CALIFORN.IA 90211 TEl,.E':PHC>N!:;.: (213) 655-560'3 ~~ 1, ')) .· I \:.: . ,,_ ---") 11 . . "'l l ·~ --. ~h' ,-·r- JOB NO. 7/?) 0/ ~ DATE-Jq \A..! , ~ . SHEET NO: . _\ 'l,. •' , · .. r·,i:'~1A+--1· v rt.t-~:tt\ ~ ( p *', t" lL_ 1 4.: l--~-:1t. . -1. .,,1~~~~~;""~.~~.)..,./--'-t'l.-i-~;$!t~~t~1,)e~"'' . \· "'f! i· ~ ~~ i 0\fr'*'""'-1.,-;~1 tr l1·~-~ _) ~T'~1c·-. -,, . . :---~.!~,-~,..."'() ,;.. '--.,~L ~J I ( '\,,} ./ _r,.(..' ·-I . . , ~ li-v t".' ) <' ~ ¾ I fly (,./21;"" . '::'(,:J gJCA.~ ~ .qr-1 ¥ Ml' .. ~:~~tl-t'"-,.,.. ....... 'ff~---~~~{l,(:f;rvl.-.ll.l'l,:,<l!J,.;. ... ,,uo,,,1,,o~f¢- \ -- •. . ·.P~OJECT: L..i. .CO!,TA 0£ t.AA~Rc:-Lf...t,. ·EN(;R; ;ITEM:'. . PAUL Y. KOS-HI & ASS~CIATES CONSUL TING STRUCTURAL E'NGINEERS 1$5 NORTH SAN VICENTE BOULEVAR.O SEVER·LY HILLS, CALIFORNIA 9-0211 TELEP;HONE: ·(213).655·56d•3 -JOB No:7j(l/fp DATE14 IA-r,i 1~ SHEET NO. b · l~_e_:_~~-~.~::~-- -:1,t V t~· 1f '3, v-1.f.D7 -e}e, . 4-~.B-~. ..,. __ _ :tr y' ,r·, -·· .... : , · P.AUL Y. KOSHI & ASSOCIATES ·, 1"2.0//· · •PRO.IE<?T:LA co~TA I"')~ !'--.u.eca,IU.L...... _JOB NO. 7 !,;II' . . CONSOL TING STRUCTURAL, ENGINE:ERS . . ENGR: 155 NO.RTH SAN VICE'NTE BOULEVARD DATE7q JA-1J.,7.3 BE;:VERLY HILLS, CALIFORNIA 90·211 ITEM: TELEPHONE: (·213) 655-5603 SHEET NO. / . . -~ t~=::;====;::========::!:==::::::::=====:::::============:==, ========= ·~rn t;. CtJf fl':L --~-~,,~-.... ~~ ..... -... ·· w~ C~}1J:i) y· . ~q, .,df/r, .· ';,~ ~ ~_s){,11:..riLJdJ.... ~ 3 I • ,,/,; .(('r f) ( !· ir) .. ~y~ (s~ +· to)( ~ . ~;:~:~.~trfft(~L.\ (\,,0) ~-'1 l · ... -~ · ~ . 1•fi.~ f.'h . ( '-?&.r ) + ( 's n>( u·) ...,. . . "'\..· . . . s .. .., ; t.,/jf;~ ,.~{')..-(¢ !t. ~...__.,~l'~A-'olrt•~-~,.;.,,,~l/!Jt'~~A~.11~..l.»t\,',( ..... v.,~,... r.==;::::::::::;==::::;::;=::;::::;:::===:;::::====:::;:::::;:=?:=:~~~~~ffi~ffiF===;r.::::;:::::==::~~-- . :· :·· }' PRQJ~CT: LACO":f"TA. t:>.£"" MARre£il.A PAU-L v. KOSHI, Assoc1Ares JOB~Q. tto.11:, CONSUL TING STRUCTURAL ENGINEERS DATEZ'I'!. .J·, .... 1,7-2 :ENGR: 155 NORTH SAN VICENTE BOULEVARD ,'"1 r\lV ..l BEJJERLY HILLS, ·CALIFORNIA 90211 C,,. ITEt,1: TELE-PH-ONE: .(2'13) 65?~56Q3 . SHE~T NO,_ Jr r-~~~-=-==~========b=::::;==;:==========#====~====.====~ I : ... . . '• r ·,. ·'· ' . . .. . •. 1'. '. ··;. " ' _. -~· . . .... ,,1 ·-· ~-' ~~~-~\· . ,· ,,.~ ,,~· } .... ~ . ,. . •.·~ -,, '• , ' I. ~ . ; f:~::: .. , ' ~· . ' .. : '• 1·.: ' . .' '" l . \ '- " .,_ fJ hn • · A.'1 _ 01./"l'J~' , , ';11° -. [ 1/,l{ ?: v '?,A (!::> }( ..)+ (1 a,J¥\ t" !;:} > 5'3 \' /7 ··.··. ",~.: Ch.q,XJ1.(ciL.. ( r. f't,l. · .(r~; Y)( t ~) ~ .. '' :-.~/'~ c·!i ~+f ilJ'.{., o\ ~ s~ ("~i;~ I ~ n, L~~ t:: ·--~ ~~!_ . . . S) .. . ~} '•, ' .. " : 'ef-:. (?~ 'j( 1 -f \) -+ (I t)(!o) -v '6' I 1. }7 .. ~ -:.-r·:~ 1 l., \Cu\ v; fr r ) ,A O JI~ I & & ,. (j X I~ s: {' '. \~C~vµ__ -z-?.-~• ~~ ·. ~,~\) .. 1/\; 0 (&- fv --:.· (~ { !.)( I 0) -t>C) 1{ '1· x_ {Q) ·_...., 1/. 5' --d-LO#\~ flt~~ l~s I tJ& • f¾:: QU)(._f( -Z.'!) jl:. { ~>,~~ TD &AC-~ U lllT) -~ PROJECT: LA ENGR: ITEM:· ,.,..,._ i/, _.. I / Vijµ,f.,,.l~ (._,~ IL-! f {. ti~""'' ........ ~.~ . -\,d.fi.~,··~•-4" , ,.,-,u, .. ~tiu. ......... ...,,m,-,,,r~l(.:'>..ol"J!t-'., ' "'~-.. ~·'":,I('~~" .. ~;,(, PAUL Y. KOSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 155 NORTH. SAN V 0ICENTE"BOULEVARO BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (21.3) 655-5603 1.i ~ ·~---~ -z n '/1; -~vi~.:~:?) 1..-~ -i,. . PROJECT: LA rn.:...TA o~ ~-"""llll-El.1.t,.., 'ENGR: ITEM; PAUL Y. KOSHI & ASSOCIATES CONSUL.TING STRUCTURAL ENGINEERS 155 NORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 90211 TELEPHON.E: (213) 655-5603 ...,L" 1 e n,A;•(.. A f 6 ,4-,t·A C\ t;: le 11 f: t... ~~~~~~~""~~ ... ~ ... ~~"l'.IIJ.'T!-'~llt¥~"""""~ ~ J t?E u)4 U...-$·'' ... -------------- ~I ., r £,.!~ .. ( 1 -Y..., ,i) . F ~ ( t "-< 4x···-z O) (·1 f)--. 11 2 O * . ' . u \e-1..... t.A.r <:.oL\, ....... ,....,,.1 ~ tl,4'..0.~,.,_,_,( ___ \f_•·•~-t~W'"'I;...,_ h..•t • f\l "';. IL r1t.--- t; ~;-·1 ~ .') J013 NO. 7 j C) /.{_'J DATE2.9JtUV, ,~ SHEET NO. \ Q ~Q--~JJ~ul~:~n 2, 1 , 1 A. -,: 4, 1 . , . ~ .... (1.~-~X:&-YJ.. i ·\ 1,.1 \ (~~ l).~: .&::)_ i.r b 1 t; \,(.. /,. t<_ ~ ft,)~ ICJI . F~ i.. 7.,.1, ~, t:.) l fb:. ?'t.~·S! 2~ 4<; \C~ \ ( t. ;( . .£.-;, ). () . . ' r,:::;:::::::;:c=;::;:::;:::==:::====;:;::::::;:::=::::;:::;;:;:;;;:==::=~~===~;;:;e~. ~-====;=====;:::= . ' ' ' PRO~ECT: LA ,.--~~A l':.>i' MA"B~/ I A ' ' PAUL y. KOSHI & AS,SOCIAlE'S JOB NO, 7~01 '6 CON~ULTING ST.RUCTUR.AL ENGINEERS 155 N'ORTH SAN VICENTE BOULEVARD D,..TE'2_Cf)A1.1'1, ·; . . ENQR: ITEM:· BEVE,RLY·HILLS, CALIFOR·NIA 90211 I/ Tf;Le:,PHONE,.: (213) 655~5603 . SHEET NO. ;-. ,/'-··· I~================:::::::::::::::::::::::::::::::================== 'I '-:I I" '. ,\. rt)' . l· -~• .. ,...--~'.A.O $ •' _r,~W '~ < '"" ~&~ ... ~l / < ~ '-r , '• I • .. i· . . .• • 1 .... . .... .. ' ".· - _.:. ·./' ' .r.~ .I. • ·~. ~ •, .. • ! ;ir. ·.'·' t ·.· , •• 'It '• -~ . . ·. ~, ' .~:. ' ' . .. '· .. 11 I)~ 'Sht· f I 0f ~ ,., .,, -,,..., ' ~ a.U.,w· ",, l · f 1-r-!> {!' , o )( f''l. s·~ ··~~1~,•i>!'!~>fN•,,1.:•;~;;-.;~~~,q~~,fl't<1, -~ ~fttl~~----~>--~~~ I .. ~~.2:~~7.l~~ f~ ~--,-i. o '* X 2. ~. 7 4-·q,.o :if ~$H-{\\J {.( ~e >-C . ., L S --;;. t L;t _ (: -~ 1./,, t/,-~ ( ) , .. ,..,, -!.. " -· '1 ').,, ' '? . S~.,, (·t, ,_j_, QJ,,C~::l ~ .......... , p) '1 ,q,, \ !$/ 11)'3(0 :,:.f r ·~,' • I .: ,· . . ··i ,ti:' ' .. . •,"" .,_: . t ~ l •• . . ' ;·· ~.... . ' ::: : ~ .; .. -;,., . ,• . ·' , .. ,l .·•.· ~·· \ ... • 4•' ·'·· :.!'-: .... ..... ,1~· ~ . ·,; .,·_ ,;{- •• .. "I ·.' ·,' ' .. \' ·,, PROJECT:. ENGR: 11LE Kr c'1i T~ .Je.>l,!;TS Cl.14 (al$C. == '7,¢:> Ill!-2,? ;tit J,.5 =, 4,0, = J,0 PAUL Y. KOSHI & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 155 NORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (2).3) 65_5·5603 . K~or Bm C87J,v=2,[~~ .f,_ Wo-,t15N~: D~E!S) , ' , . L= ,tr L.J .= "fcx Ti/z>< tD =-ztSo/PJ , M =-(,2<f&)(,i,;, ,r)°t /1 r-)#; Jd',?/t -> ~ 18, ~l;,,..r,->11,r:: J, 1.1 MAX ,FTG ;_L..c-A-0 GE:,clJ1i..1Y1IC tJ =-zi?if.l ,.... + u x ~ t,(,,'t·(.,(. A--LL..t>t.J '1· !3Lc-S:t:11 L g I¼ b;;:... 1fg./2Jo-~ ::::: 121 ,,"',• SHEET NO. rf C -J . (.!.:~ -,\" : ',i , rc~=====::::::::=:::::::;:::=r===~~~ffi~~=::::;:=;::===== . '.: .. PRPJECT: · . PAUt~. !<OSHI & ·ASSOCIAT~S C • -~NGRI CONSUC'tiNG STRUCTURAL ENGINEERS J08 NO, 7 30f 6 ' 155 NORTH SA~' VICENTl;.'BOUL·EVAFtD ·DATE2i' . 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WALL ,,, = SHEET No.'f.T /;1}-2 :;}:;!rr~ ;:,}\ :rr·;:~,f I\:/:11r,:1t·1::~::: ... ·1::;i:6r:1r1e:;,:. · .. ·.·s;::::,. ::,:( •. f :?i:r:: :<~ir;~:t\???1~~r· • •'-t, ! ' /r,_ :'•. ,' ,t· .. c- ·-,-.. --· ITEM: I ,· ... I·· ... ' }·· .!-',.' ·X .o<;J :9 .. ~ 7" / 'l., · . · · "-G.,,e; 8s :::' -z~., f >I ~"2-f{t: /~,.._(,;,G).,.... . . , . /-r I II ilU!!f fl. 4 ,r; /~ 11 • O,· t.::.. -·----·'1r ~-.,,.~ .::.-:=--····--==-=--===-, . ., .. , " ,•;, .·,,.,,,·, ', 4. '\'' ~' I ' ' I. I~ ,,p&\t' ... WM, ... Hh, t;J(r ~-' ' I • ;n::: :::::r.: ·==: :::: : d ::: : :: == · · , AUL V. KOSHI & ASSOCIATES . J~!) NO. 7.J36/~JJ 01\ISULTING STRUCTURAL ENGINEERS Jss NORTH SAN VICENTE SOULEVARO DATE BEVERLY HILLS, CALIFORNIA 90211 SHEET NO. ,KTW-LL_ EM TELEPHONE: (213) 655-5603 1,_ .. ,_ /'"' b'~IT~. ~:=:::·:::==::i:::===::::::======d::=~=~~~~~======:==::::::=:::::===:::======:::::===:: I I ·.:. } ?,:, . ..-·..., '. ". tl ·' ~:' :·. f; :;" _,.... .. •;,'• * 4 ~OR.\7.. A~ SHOW~ lt4'e--1 G, t?ou~~P c..o~ er-:;. \ rt &b,1C-Of...l C !Z,t..,~ ;· .. Gf1-.0Ui AL.\.... C..St..l.~ ~- ·(TYf') . V I II .3 -~ c;/ _ o" \<81 , WALL )· : ' 0 ~I ' I I I . ,, '~ ·.~. ,,' ' -! ;~ ,' ' . ' ,,'. ' .. ~ ,:,,.,,, .· i::'"• • .. , .. _~f_,, :_ .t· . '\ ·,, . ,,:., . ,PR,OJECT·: LA . ELLA .. . ITEM: · ,. ) · .• · '1''1 ~ 11~1 ' 4-o ..... ,.-... . .. -~, ,, -'-4 FTi;;;, . OU CI (b,{..j PAUL·Y. :t<OSHI & A~S CIA,TfES CONSU·L TING STRU.CTURAL ENGINEERS 155 NORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 80211 TELEPHONE: (213) 655-5603 / "2 --------_::.-·;;., /\.. .. /;, 5-S ><t 7, ?.,~.., __ c., ___ _ JOB NO. 7 11,. /!JI~ 0ATe4 I 7'? . SHEET No.f_Tt,J-_r A ,._ .... -3.t,,,1:,.-" / 'Z,. ------··----· !:!' , E '2.. 7 n /(,,. < 3/.£:.." 9, ~ ...,µ, ... 4 7 ;:: ,/C..l'iJJ.. /-Z...., 9, .e,;;. 3 C...'Z-D >< I '2- h ,(C/,€-) "J; ,,: $, 41 ::1" -zj7 .C:-:r...i;;o, ./lu1e JI.~ c. fb" o a, .... ·.:-7 -~""'·"'·.e=,.e.o..=....=~,:,:.--,,-"·--........ .. 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P~oJecT:L A. ccx, TA os M14-r2:Wct.L.-'4 ENG~: ITj:M: PAUL Y~ KOSHI & ASSOCIATES CPN~!JLTINP.Sl'flUCTUR,<\L J;NGINEERS l?!! f'IQRTl:i SAN V!CENTJ,: flOULEVARP !:IEVE\·R!-Y i-tl!-LS, CALIFQRl'jlA 90211 T!cHP.I-IO~f;; \~13) 65?•?6!)~ · JO~ NO. 71; ,9 I b DATE '?{i,:B / ! q7 Sf-!EET NO, j2_.../2,, .. 2." 6.f. f~: 30 it!/\-\1. . T "I t2? Fl-"012.\1 .. t:;f A~ \(£"T-t.At2TH · 0 1 To 4 1 .t .CfoG · ~J-o 1• · ~ ~T-''-.JAL.1.. -·~i-iT. P-~ i7 u ~e. . # + e 1-q. ~ 11 •. ',fc.. .,, ......... _ .... ~_,,....,..,,_ .... ,-:-••,-••·---··· ~,,--,,, ... _, ' ~\· GA~tµ 4 1 To G 1 \JJ ~ ?0 .,._,&,,:; 189 M, -;;. rlbO y..6?.. 1 =· .&lO k-1 . e . . . V ~· \b9 'f-rJ./~ '= i;;q-o ¾¾ 'A'.>,...;,, \Siri7•. 'Zo: t·i.l"' n ·~-:; 40 X ". \ '3 = . OC( OS z~. b ,= ~ 8 7 '' · \?.. 1-. ~-5 . .\ I : f rvi·r..· '3to. Kit .,,_~.r::-;7 = pr;,. fl->~: ~ ·2.150 fJ:J:. : . .· · 11. )I,. J; .9 -z. . · • . · · · OK-.:, .,_t\~~ .. ' "" , ~ ' , ,-•• r ),: ~;.--. ' .~./ ,, , , I , . ' ·' ·., . ~ .. : F:T .. HDt\-l · ~fAt-L .. t:~1-_sA~"LK 0 1.TO 4t · ~·Gi6 4J_o'f. tET ~\JJALl -6HT. R. .. ;27 I -f ~ t · ' , ( '', (JS£; ~'? f,-2.4 11 l..\-S1L. -~--.. ~----.. .. _._,., .... -... --1,-.. --~r--,.-r .t {2.'E;.T.-EA.R.TK 4 1 TO~ I t . I PROJECT:\.-~ CO~TA 96 Mr\Q.Q.S~L. A ENGR: PAfJ~ Y. !<QSHI 8' ASSOCIAT-=S CONSUL T!NG j;TRU0TURAL "NGIN!;ERS 155 N'ORTH SAN VICENT!='. BOULEVARD BEVERLY HILLS, CAl,.IF'PRNIA 90211 l'ELJ::P.t-JON!='.i {213) 65~·5603 .JO~.·~o. 7-?; O .\ '-· oA:re ·~ .18 I 19 7lf sHeET No, g _ ?;o 0LO'1 R,£1A.IN\N~ '.1.JAL.-L ~:!?J~!!Jl:~~~ I,... E.\J~L-. 00~C~A~-b8 1 W / ~f?_A.~l.)\...AJ. 'BAC..Kt=\LL 1 {;~O\\). f~l}\Q Y,{LB$<;;, -=·,;o f'S'f ~o 1~s~G c..j\O N .. G.~AIOu~Ae. ?OIL (;" ri:,;.- ~-g~t..,FIU.~~ -~-~--. \\.,I ,, ' ' ; . )( ~. ~ .:= o· I \9 -~· '\ ·~ ; ~RA·~~L.. ·, ~Al-Kfµ...L. CO~T, ' . ' '• o 0 () 1-· j .,: ' 0-::r-~ , .... !' 0 0 ~ D ~ • 0 0 ' 0 0 . () . . . • ~4,,€.2.4·" '(. t;11,,. '·' MA'Y-..i ~ ~"'f.: {-\C:Htrz.., c;!IPJ\N . . fQe AC7QHION.&ll,-: NOi&'3i, ?,.,~~ 1l--G F-T <!l';;,Gcq ON . / (. 1r,r' .. . .,, ' !),{ ' . f PROJECT:!,..A lO~T A OG Mt'\f.P.rtLL--A ENGR; ,!TEM; {2.€,. &AU-1 t-\ o' TO 4' ":>65 4'-0t' ~'61, \JJAµ.. S~, fl.. ... ·z. 7 . t)<::,6 ~ 4 @.. '2..411 ~-~,\... . . -. ;(~.6'\'.. GA fil.1'. f:4 ·4 'I 1" 0 to 1 ~e G t;;Lb" '?€1, \JJA~L 5KT .. f-... ii {)s~~1-.. ~ ~b 1• H . ~1· L · ... , ....... _.~.i, .............................. ~ ............... .., ... ,.. ~"'"' • ' ,.., •• • ..... ~ ~ ~ ' PAUL Y. KOSHI ~ ASSOCIATES 'OONSUl.,TING !>TRl:.ICTURAL ENGINEERS 1li5 f'4f)R'l'H SAN VICENTE BOULEVARD BEVl;R!-Y 1-jlLq,1 CA!-IPOFH~IA 9021'1 TJ;J..,EPHQNg; !ill) G!iS,5603 12.-e,. €-AL,\\ O I TO 4 1 JOB NO. 7 '? 0 I b o~rr,e ?; / ( 'ti / t '1 7 c SHEET NO. 'f.-? ~'6G 4-'-P'' ~~1-Wl'\LL ~t-\ T-12---·2.7 (.J~6 it 3 ~ 2:-4·11 11. 41<.. ··~«'11lrt~1f"'l"~~~,..;a ___ ,, ,t,.;:, ,~Fa;.;. . ' .,. R..67:.~. £3.AY'l.TK .q I. TO G I . . ~.1cE: G' \<'6 T. \JJALL 'SH1. Q__ i. 'i 1 t , 1 \)J-;:; 2.A-0 M ::-• 210 x "? "2.. ~ .1-70 k-1 I D r 0 . . \J ,::; 1.4-0 y.. 3/"l.. ,:-'-?bO -'if ' . . A,~= i,080 ;,2. :=,. Ibo rri"I-, IA i<.0 ,c; L[ 72..o. I 4q r . -C-eo r:. . . ;::, ,~ \ ~" ~el~ tLSl'L 'As:::-:i, i ... • . 13 7 .'7~5-Cj t ~ ,: /~~ • ''" •• ,, •~ I t .. ;: , .t; \-1 :;; 2.0.1 f ,; t.. 2..90 -f~[ . I r,,....,.,,.,.,._..,.._.,,.,. ___ ,.,..._ ,.,.,,....,..,.....,...,.,....,.,,,...,,.._....," __ .,...___,.._.,.._..,...,...,......,,.....,_,,..,._.....,......,...,,..,...,.,,.., ,:-,--,1~1m-, ,-,, ,,........,..,,.,.,.,,...,.,--~..,._,--..,......_..,.,..,..,_.,....,..,._.__,__,........,...,_.,,.._.......,. __ ... ' ' ' : ,' • 'ff ., j :\,; ', ',_' ', ·i·, ,'I ,'i: :· ,· .. l ,, ,- ' . •1,. '"' . ,' ,,_ ', '• ,' •I ,, .. ,., ·l , ·.:.,,. ,I . · .. , I ,, ,! :1 ; f:' PROJECT: µ c.os TA '96 MA.t.~ U~A ENGR: PAUL Y. KOSHI Ja ASSOCIAT~S _CONSUL,TING STRUCTURAL 1:;rJG!NJ:J:RS 15li NQ~TH SAN VICl;NTE ~OU!,.EVARP JOB NO. '7~ 0 \ (, DATE "31 I I f> / l ") 7 't . SHE!:1' NO, ~ .. ?7.., ITEM: Ot..l-6\"\'E 60\\. (,;:,Q.A,r,5p BEvpnv Hl!,.LS, CALIFORNI~ 90211 TELEPt1ONE; (213) 65~-~6q;3 · 8 !_ O II R'E. 'TA\ N \Nb \kJ A~ t.·;· fAt!41~,=)±,J:.~1;2."!Jtl£:{: l,..'~\/6 t.. 0 lj ~J:,~f\V..(i£ / \'JJ / G '?, A.~01.,.. f\~ 'BAU( f \ I.).. ' GQl>\\1-'rl-4\V fl?._'&~S,-::: '?0 fSf No \t'-,¥_,Pel.-T\0 N ' .;.,}. '1-. 1..'f' ' ' L----*4 tf?_ 2~ I• , ;. v,~11,.. =-. :: tj- 0 N ~'~.· ·~·. ~ • ' ,. jt4 ~ 2.41 ' \/·S1't..- @.~/4 •, l ~~· i ~-~ ~ <- (I.,. I <( j) ~ r ,q-' \\I I , .. ·-, .. ..,.,.,::.........- t2'' 0 ' b 0 • l r,, • o; ', ,. ' ' ~' . . , r· MAX-'8 t:-t; '.'-\Oil.. -~PAM I • :. ~ '· ','" 'i . ' .. ' ' }-I ' ~' • • -.r,, FO~. 1\.0.f;!T\bNAt:.-. NOT6? .. : .. : , . : (;"?i?6 l L:E:P t .!0-t.C 't\ Of\). . . , . -· ·--,-, . • ~ : ' ' ' I r • ' "~ c ' ,, ,, , , , . ' ,•'.' •. , I. '~ ' . ',, ·., ,', ' ..,)I.I. 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GA~1'\-\ e} ,-o 9h4~' w .._. 00~ q,P;~ -::ZB o I\ ' ' fir\-;. • '2.BO~ 61 -:: l~bO k:-1 ' ' 8 y ~ i 5 6 f.. h/7._ .:r 8lf O . f;t -··t.,, -............. -;.-_ .·;.·: , I PAUt Y. t<OSHI & ASSOCIATES COl\l~.ULTl!\IG STRUCTURAL ENGII\IE_ERS 155 NORTH SAN VICENTE !30U!,,EVARP .JO~ NO. 7''3 0 \, '1 PATE'?,/ 1'3/l°! 7q SHEE;T NO, \(,.., ~q, BE;VE;R·LY 1-11\-LS, CAI-IFORNiA 90211 H;!,-EP}IPNE• !213) 6~5,56Q3 '' ~BT-~A~i\.\ 0 1 TO 4 1 b€E 41,..0 '' ~c T . w A~l. ~ \-\ 1 · e.. --1.:-7 l) se tt '? e.. z_q-11 l-\ . ~'ft.. . . e£, ·. t;: A ll..'1 \..\ 4 11' 0 (;. 1 \ 06'6 c;. !..on tt,. \jJ~ u .. ST½T-Q .... l"( ' ' ' l)~t i? 0-\G 11 K-s,c.. ~-f3A1tt\-\ ~I JO 8 1· S,tF-S 1-pH fl-GT r \X.Jp\ (.,l, c;. ~T • (L -'?1 l_.)C.-/4 #'.4 .~ '24!' Ii ·7'TL ·' f\ f = 4:o ic. ' \ ~ :-:. .. 09 OS ' d p .. ir,,l?.c; ~~-:. <'btl? )(1:2. .... G..c;J ~-c;.01 '· \ Ll(.r?-S~ 1 I t ',I, 1,t,· •/JI '· ):1 ,,. Ii . .~ . ' ! . 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(2.13) 655-5603 ' .~ .j ,., ~ t. .·.;f ·.{i :·,' '1',,' •,i·'- ,1,. 'i, JOB NO. t:J/(e; DATE 74--- SHEET NO. /(,.;.1,~: ·' :: ·.·.: ·, '•., ~ , .. • :-, -! ·.:, ,,. ?: '~·--- R~: ___ _ .,, ,,..,.. ~~' ,,i,\'' I\' AR ·2 ·1· '¾tJiL~-;'.• < •• , p A Li L y . K O s H i & A s s O C I A T E s YI I -:;;/;;: I -; 1;iJ{ .. ' · _/ C O N S U L. T I N G S T R U C T U R A L E N G I N E E R S · ·_EL .. OPM·E~tt"c'o 155 N. SAN VICENTE BLVD .• BEVERLY HILLS. CA. 90211 • TEL. 655-5603 OLSON DEV N'i · • Job No. LETTER 0-F TRANSMITTAL To: /)~OM })i§y&'loPM61Jf ~. /[,o I #A-7 /oAIM-ilvt:E:.; · ·. ~ ])1e~~ Ck!Ar:, fvJ/3 . . I Attention: }J1Ct:, {!,,111,+113-Gad. Subject: .LJl-to5.JA-_;a._ }1M,,(]~ · . Tr~mitted: · herewith (~ Prints Described as follows: Plans _____ ,~_-_·_. ____ . · .. .Details -------- By: Mail -~~----Parcel Post ---Printer -----Messenger ----Picked Up ___ _ · Under Sepera te Cover ( ) ( ) Sepias ( ) Other ( ) Ca.lculations._ . ....::;;~------- Change Order _____ _ Specifications______ _ . Shop Drawings _____ _ eommen.ts: ~ f JJe1(J1&5 -fP{?:: /JA}io -lit-:1Aflll#f w.Jud 5PWJ.1 t11€; _ HvecU21.11ttJt.«4 -· . ' : ~ . Received,By_. ·--------~--- -' ' ~ . !_: . ·~ .. · ,',':-.·. ' : : .. ':' . ·: ~ ~ .-'l·. PRoJecT: t..A cosrA Os 11.,h\1t '¼: u.A ENGR: ITEM: PAUL Y. KOSH.I & ASSOCIATES CONSUL TING STR4CTURAL ENGINEERS lSSNORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (213) 655-5603 4-'-o'' 1<6,. WAL..k..,~~P~NNlt---1~ ~\0R.t-z.ok1TA'-L-Y ,• . . 1 G.-~-~ ~·so ¥/,,l,~1-__ :. , '. . ,· ·~· ',. ' l• ' . ·.,. : : '~-' ' ,, . \ ·, .. : '• ,. l t' -::-,\ 0 _, <;)- .· ,··, .. '· • ! ,,' . • . w-::· ~o ~'4·~\20·-t\1, ' ' • :. ,. • ,· ' ~~ • • : • •' • l t ' . ' i' :,.' ' •• '~! ....... : ' ' : /~)·~-/ .. ::,_ -~ .. ' ,. ' ,', •• l ,' i ,, I I· . . ,' :·) . . ' } ' ,' -~ . '. ·•• ,i ':. ~ ' -r 'l ~ • • ' •''',•:,:I ,:'1,. ',,' '' ' . t .. .. ' ' .. . :·. ·.: r , .. ,,, ., .. · . /l U1,:1 I '! 1 '.' JOB NO. 7'?J O I G. DATE ~ // g / (")/« SHEET NO, g__ 2.7 l ., j I . i • I A'>-:. • o~~ i~·t l t-1.1 ~ . '-o ,·" . .. I f ~ ' •i ,._:_,, .. , _; ... . ::" .... I···;• . . , •·,:,"r.Y· r-'' . -~ ·. ~ -. ,., ·tr:'.~ .. :; . · ;'~1~:Y •\ ~ ' .. ; ~/~.:,: ' .:::,,, '. ,;; _., ,i.' -~ ,, ' , ',,' : {,/: :i .,. . . ,. ~ • I • : ~ ; ' . · .. PROJECT: L-A GO':JTA i?6 f\AAQ...~£LLA ENGR: PAUL Y. KOSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 155 NORTH SAN VICENTE BOULEVARD JOB No.7~ O I G DATE '3/18/197(1 SHEET NO. R -2$ ITEM: ., ,., .,, .. 0~ --0\1'€ .': ,: . '\ BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (213) 655-5603 4LO ii.-~§.J A! N l f'J~ W~LL'5f,4UJoJt, ~erzo..izAl~ .--.,.~_,..,_ ... __ _._ • •••~-,,.-~,..-~,_ ... _..,_ ____ ,.._,._.,._,, ... ._,...u,,.,,.,.,,,.•• •~ ,____,___ -;• . 1,E<~t::L 0U1fCtlA,<.._GE I W /GRANIJL.A,v_, l3AC-l(F\L-L · ~cJt\J , rt-UlO F' RE~~ -=. '?0 P'SF . NO . l~'t;,·P 6t'-Tt0 N I t . • . t , • " ,,·. ,' .,·'. :- r~r~~~~: ---:,:-· --·"\ir-:.,=-----. \\·,;;.. ................ _____ ...,;.,,,r-,~\l----'~--'1,-------r:-----r-;---·, .. :.-, N ... " /· . ·, ., Io e_ '2.411 1-\. 0TL.. A"$ .~I-\0\1l~ h',;··· . · .. ·,:'· i. ;, ,J . '1 .}•· ' 'l L • 'J,., .·/ •. t, •.' ', 'l " ·i1 II tr 11 'fl ·r ,, 't: , .. . Ii ,•, f ,11 . 'I ',,I -~ tf ' ,, . ,.·.·:} .j~"\.. ., . /1.~ (.: . "' j~\· ----:.:t ';\('.', • 1:,.' PRoJecT:~ A. c,cx, T,\ rls -M14 rl~c w....11 ENGR: ITEM: .• i ~ ; . 1' '· '· '"i·:ee,,~o. I' 'Rc.T .· WA~~- . ' ... • ~! ·.'. ,,, ' •• i• ;_·. ·,.·; ... ;; __ ... ,_ '• ,, PAUL Y, KOSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 15!i NORTH SAN VICENTE aoULEVARD BEVERLY HILLS, CALIFORNIA 90211 Tl,: 1-:EPHONE: (213) 6 55·5603 ,' 1. ,, , . ·' • r :· FT. •' .! JOB NO. 7, o I I, DATE '? / t B I I q 7 SHEET NO. f2__ '2,. &\ ,··. ' ,,, '/ :,· ,\/ ' ; : . ' , .., . '1 ....... ,.,:,,r·., j ... ;·,-. , l' J), . ', I i ,, t ; 11_/ll·,c; ; IF~·/ },'.1_,':' l , f,1 {, j;,. \' 'If •T•, ', ,,._ -~ :'.!', . '. ,,:-", ,·:tf:!{fil 1 ~~-i ·;;!1 ) ••\ :, ....... : '. '' PROJECT:\...~ CO':.TA _\le Mr\Q.Q.St.t. A ENGR: ITEM: 1,1,' ·,•'. ,r,, PAUL Y. KOSHI & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 155 N,ORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (213) 655-5603 '·. JOB NO. 7?.; o I c.. DATE -:, t g / I Cf 7 q I SHEET NO. g__ ':,0 ' I 'l ~ ,' ·' ' "· :-.·: · .. ' ':, ~-· ,h !I rr ti fl !1 . JI ll 11 bl ii " .,, ,, ·1, 'I ;1,1 .,, I -ill ii\' •I' • •,I ,, -. ' ... S V •" ,,,,: ENGR: ITEM: -,··'' ',,,. . ·~ ' . PAUL Y. KOSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 155 NORTH SAN VICENTE BOULEVARD BEVERLY 1-jlLLS, CALIFORNIA 90211 TEI-EPHONE: (213) 655-5603 JOB NO. 7? 0 \ ?:, DATE?; /i 'b / 10-, 7: SHEET NO. ~ _? ' .·. '-i'··'r~> .,. · ._·2;; __ 1 __ 0_1_' -~-e._-t_,._\J..J_A._·\L_' ... _.· -----~-. P_A_N ___ ' ---~--'\k\.~_J\o erz.o W TA LL. 'I 'i' ) -f: ·~:· ~--: ·'-i',_k; :,., , , / ;~,, ! . -.;; - ,. -:.,\j.:~ :: , ·:-:: ;~ r'( ·" ·p;d·_:. Fr.": ~0~1 ~; ~PA~ . --~· . ·:. \ ,, '' ' _t •• ~ • ' ' ~, ' • ' • I ; ·.· , I ,•, •',• ':. Ao '2..l L. 0PA N 0 1 T041 f2_ ~ 'Z.7 II ,,1 (I USS ~ 3 t!. Z-4-11 +-t. 4'T<.. --""'~~"'111:-mn,.,._....-,,-....,._ t ii li ,4CL ZP ·u. 41 " 11 (L_ 7-. '1 ,, ;ii 'I .I ,,, ., 'i i/k1 ~ ?-57 '' ' 1 ,sf>~-. l ?50 fi.( ,,,1 ' ' : 0'(:. /...-1 ' ', ' ' !l#~t~"· /--,, '·t I : j,; ··: •J ·• .. r>-·,:_\·,, ,,t_'f:' ... , --' ·~· ':\ ·,,· '( ~ ,.. ' : / ~ .. $-~:,•! ENG~.: ITEM: ',: ,: ,.. /'1·· {':', ··---·· •l • 1,·· ·1.· ',, PAUL Y. KOSHI & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS. 155 NORTH SAN VICENTE BOULEVARD BEVERI-V HII-LS, CALIFORNIA 90211 ,TELEPHONE: (213) 655-5603 JOB NO. 1~0\C, DATE ;, / 1 '6 / l °'J 7 t SHEET NO, £.-?1_ ,). '-t .: \ ,;}-_\ ·-=:8===;:=L=o==_· ==11_ =R=t:.==>:='T=A=' N==·=· \ N=·=c;.=·=,-=\j.J=r,...=u_==<=· ~=¥=-t1=-..::~:~c:t'l.=~-.. =L=~rx:=,2=~=:1l=t=tJ4=::i::=.- .,:, \') 0 " ---. 0 I' illu.- \ ·.· ,,, . . '~ . :< 'T: __ , _._,_1 --.-,-.-.....:-----,.--,----'!< j:l : . : :-.. ~.-~ -~ "; :z 1i •''{: ·J,/; ·.\ . ... ;' ·1·, ,f. \6''. ·~. :;:' ,' . -? ~ : ,,.'•_. .::: .I\~ .· ~-, ·,• ~ V '· .,, 0 -::t:- ·-.:,. I aj v\ :;,r ' ., N ~,11 -:ti <( -\ _ ... -~ i: .... '< : ,··- :,-: MA x. 6 i=-T, ,\.-\0'2.. _: ~PAN FOlz.'°ADOrrt'oNAL. NOT6? 1 ' ' : • ' 1:- ,,, ,i .. r; c~s. L'E.~ T 0t;c.--not0. ii• ·, l' ., 'i .:~~-,. l . . ' " ., . ' /'//. _0,. . ..-. ,._ : ' /. .. /,:.,.x, , / . . ,/. / v' ·'· /2/.' /--' 1_:,,:··i.t . ,' . './1 ~' ,•, • ~ '';:, r.', · .. :. II ii . ii .JI r-l,' ,. ; : ~'. ,.~J. .· '1. .. , • I 'l\11. '' .. '{ . .r1·~. ' . '·,. •'. 'I ) . '. ,-;,,. • !' '•' . ' . \ PRoJecT:· LA. c.o~, A.~ MAQ. ~su .. ~ ENGR: ITEM; ... ''f., ,.. \ .~? ' ' PAUL Y. KOSHI & ASSOCIATES CONSUL TING STRUCTURAL ENGINEERS 156 NORTH SAN VICENTE BOULEVARD BEVER\-Y HILLS, ,CALIFORNIA.90211 TELEPHONE: (213) 655-5603 JOB NO. 7'3 0 I b ' DATE"~/ 1'3 / IC\ 7fl: SHEET NO. g__ "J?, I ._· ,. ,•/ .. · .. · ... P-f ,f :::: ?.;-0 ~r · .. ~'._'' •. i -~ ~ . ,j . •. ' . ' • '. . . ~i:i..' ',; !, , .. -, : ' ·.".' . l; N ,, ..... .,. ! ' . ., ' :~, ·, '.' ', ) : : ,,n• ': ,, • ·" . . . ' ' ', I , ' ~ \ " • ' ~ .: ,' •' ', '· ' '.d '.,·. .,,, .. ~c'T-S:A~T ~ 0 1 TO 4 1 tS'66 4 1~0'' 12..ET. WA\..\.. ~\-\1. l) se 1t ~ e. 2A·" 1-\. ~ -rt. .. \. , .... :,. ;~. ,•, I ', ,' .. ; 't i , I '; p I . ' r . ' ~ '.i':, I ',,' •I ·-~::• . ' PROJECT: LA GO':>T A De MA t. f?~ Lt.. A ENGR: ITEM: -, • ! ~ , . .-.. ,' '~., ;;.. ;r, ··,/,, l': ,:,•,,~ 1,:;J.~ •'!~' ·''" ',·•• \ 1, ·1: 't;-·::',/-:,':.' ,:·-,,,-., PAUL Y. KQSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 155,NORTH SAN VICENTE BOULEVARD BEVERLY HILLS, CALIFORNIA 90211 TELEPHONE: (213) 655-5603 ,·",· r l ~~~ DAT.E '? / I f, /1 o.., 7 4 SHEET NO. (2_ -~ q ---------- ':l. ~M .. ~o-te::~ ~E::y~'Of'~ b I l'l -~ :,..1 - ' ., ' .''" !',.' :-'· ~>= ;' :j POOR QUALITY ORIGINAL S 0 , . . ~,· ,,,.,1 · . .IC* NQ, 7 3 <P-.1' <,,:.; . ~11 4 / t? /'74'. ~u.-. · ... i 1JUll l ~ rttt 1-f>;'.tt> ."( lQ 'it~.;, 4nji. J,~rlt·· ·' . .,,. ' ,'-;.'. .... ,' '··:" .. : ,';:,/~ -:S~ '¾, -~ ·.1kiJ?, .: ,l: ,\.!' \'' . ' '.,, ... r· .. . ,, '.' / < •• I .. t ~, .. ; •• t -.. ,,._. I', ~ ~ . ' ,. ~ ~,,, ': '--...-: _: 't • :. > ~ -1' -) ;· ~,., ..... f : • ,,;,.~ I . •· ., ' '·,""' __ ,-'.· . r RE·-CJtlVEJJ,t' . 't ' ' ' ' ,. ' ., ' , ... , • ;"' ,t . .. ',,. . ~.,: '• . :.·err£} •. :96 ,1CARlSBAQ •'. e~u ldlng. ~:~~e,~~,-· .. i • • -~ , • ~ ', ' t ''1 ,.~ ,' ''} ,,· .. :. · 41.,~/ , s'r~ ii ,, Gilt>~ ~-,· :··{y' 4~.#.8 8 ·. _: e1--.. · 1i,,._.,, ,;:;· r ·· · ·~. ,-, . \ ' ... ,' ;•' . '._ ' 1'-' '' ' '~ ~ ···--· . Ve-:~ +•,M'"). i..-,·.., 1i..:~: -.'. .-u,_~-~>.1t 4 .' ' J, -_ ~': , •/ - -; '• • i,. ' < ' : . . ,• .. ',',•' I • /•, '' ., .. ,,,_ ' ' ,-.,., PROJECT: PAUL Y. l(Q$HI & AS·fO.CIATfiS CONSULTING STRUCTUf\Al,. E.NGIN'Et·R~ iss NORTH .SAN v1c1;N'TE ·sou:t..Ei/ARP .t0aN0. .3f¥G. DATE JTJM:. Ql::VE~LV !-!ILLS, f:ALIF'OIH.JIA 90211. TE-L~l>HON~, · ·, (213), 655-si;oa · G,,..l{..O., ~ I./~ -,£}/J/, UJ~ , L. .I!"·~ I .• .W _. 447.,. "U1 + ;c,l(;""lt:/ +i' ,. 7 t, !: ~ .. Bo 1~ . . .......... +M-~ ,.>c,. Jt, 7-a ,< /;~~-:Z~g.o "...<... ' • -,. f,,: -~it,¢ .., .·.A,t...--A ,.,... q .t"'T' ,... ~"'¥~·· ..,,..#'T""" . ' vz,: .$! '*'-. v¢. Ji,,. , e,J:ii,:;-,.. ~x ~)'~::.:: s ~" , . ,.... . ,',', -I' .v~ ,., •} ' 1 ·, . ,·. 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F.~ . -~" )~,4 )( /t:.r;~;;" J< 1~ IG .:::· , ~ I!.· A~--8'zd,.. CA.I P/te ,,,,~ $4 ;=_~ '-"' '' :, '-1' :, . ·:·· ' ' ' ' -. ~ -. ' / -·- \ ,' ':, • /' I :-,. -• ' . c '' ,,., ',: , .... _ !' ',-,_ I • • . .'· ~· . : ' ' • ir I '-~ ; ' ' ., ' :> '., J. .' ,: /t :··~~ ·~._ , . -, . ' '' ' '_~q_,'1".JJ '= .b ~ k /' ,= o~ ";pt' _-y·li,:rr, .. ' ,>.'! ..,, . :, ' J'' . " : ·.-,~' 4.lt/5 ~-¢ . ' ,.-r"'l?;G. -r--··--. ' . . ,-., ,L/ U:t . i4 /' ti ',' ., ' '. •.,,·,. . . : : ~.J I . ,' ";1 :,· ... ' -\ t ~ 1 ' ' _ ... ' '"/•. ,,. . ·~ .. 'I_ • I ' ,. ~-,-' .... : ., . ' : .. ~. ~ "'\-'~ ' ' .\·.'. 1, ' . ' ',1 I Z'' \ ·r··· \ ,:-, --', • y ' • ·, ' f -~ ,.--, -, .. . ·,, .•· , I ··~ ' "·'( 0 •• ·~. f ';_I', : ~ - '' "~. ! -• r.- • ..:J ' •' ' -~. . ' ' ' .. ~ -~:: ' ,,.'.1' , .. •.,, (". •t ,, . '\..•,t • , .~ t.' ' ·~: . . . ,\, '· ~ ,·: ·- .• ',. ' ~ .,. ir' _,· .-f ~. ,' .. ~Mer: · .. A 1.:. ·,-;:1(0$:t.tr &,:~l50.~IAfE$ . : "_',.'.:. ·_ '.jc,a:NQ. 7.So/~ 'cQk$UJ.:ttHG ~rRiu.~'t'ij'ftA1. ~-~(H~'.e-iil:s ',, ' ' . -- ENGit: -' .-ss No1f'fk · • $-'N -v,c.tl'-{t-.e: ed\"J'.i.i"·ARo: · _· ·: · -· · --i;An · : l.l.-VUh. v t-11-1.t.s~ · ,c'Ald'F6'.;rtdA-so~f1-,. '\ Jrnt:.' . ,_"r'£t,:,~kQ'fft; _ , · :,! __ :. (213} ~~~--s·so3 ... ,. ·_ st-ftJT NO. /2 ... '.3 -~ j, j~:;:;:::;=====-=;m==-----===•========i:i:_=_=:,}.=_,.; __ ===;::,·~:;:;:.:.=_;::::::;::_;:_:;::; :::::_ ===;==-:;;:>;:·_==. _;::::;::::::;::::===;;;:== ; . ' ' .. ~ 1'/1./lf. A ~ liSdt;x 1~,4x.~ }t,:~~:' .!!'/I:·., ~--:litf:;Ji ;i-~:~--:t!~:./tJta ~ . ·' -. ,· .. ' ,, ~ , ~ -' . , ',· '· ~ ~' . \ ,)', '·: -,, '' > ~ -. ' . - ·.; ';.:' ::. /,: _;,. _'., - .. ' ',,, ' ~-I ~ -... ,'r • -_, •,. I ''' l -; .' . ·, .. '~ '.·. ,; ,,_ . -:', :·: i,/: ~--, ·. J I• ._::.~,;.:1.?::f:...~~-:;;.i/ -6 r'/~ ,:, . : : :, " ·., 'f, ;, ' "( !' .... ' _-,,~ :_.': I ,t '' . ' '.,.,_ ' • •• ' , -,: • ' '~ ! ~ ;. ' ...- -, ' ' . ' ~-:. : ~ ~) ~.., ,·. .~ '-,-.,) . , 1_,!. ~-. . . ,,:i) ' . . \ : ¥ •• ' .. ·'"; .. ~, _, . ~ ,,, • . ·, h u .,.._ ' ' '• • ' /' :· .• . . ~:, ·,:.t(; S:ffl .~ ·~~:$f~lAT~$. > ~--~l.'.f'JNG ,$,:J'R'ij~tORA-L ~NGI-N'.E'.E,R$ . 11fJ'N~Rf~, :'J~fdiJC,Et,ft,t ·lOO~E:V~l:tCJ;:' 'UV'lltl:,.V' Hlt:C.S; : b~l,.iF-aR:NlA'lJ,Q~+r. · Tc:J,..P+f~H'Ct' . .''.·, . , (21,1).,5,.!)·$•~.;l:. :,,''· -A·"~/k,-. '~-~.--· l' ,J "_,.__, ,.,., ' . . ' ' ' .. ' :\ . -' '~. , ; . ,.-~ ~. ~-__. ~~o.~ t<?.il~ ~ · .. 4/(p., },t1}lf: .· · ':~~ ,$tti-t. .~.,J~•, ... ', . i : •,, i: .. _. '• ' ' , i:· ... :: .. ' ,, " .... , .. : .. . ' '~ -: .... ,•, . 't' ,' ,.. ,. J ,, ,\ , /t ':-..-~ i:',. ,; .. '• <, ' '~ I • ~ ':• • • ,• . , " ' : ' '. ' ' :1 ' ,. . ·~. : ' . ·, I. ~'. - .,_,._ . ,,~ . • .. I..;. ; l > ' ., . . . .--.I • ' ', i ..,_ ... • ,, • , ,;:, ·rr=========-========•====•=====:=;::;~;=.:;:;::::;;;;::;:;:;~#;;;;:::;::;:;::;;;;;:;;::;::::==;;::::===:::;:::::;== PAUL ·y: KOSHI $ .AS-SQCIATJ~:,·-: · · , ;_- I • ~ -, , ' . ' 1•'_,;I I,. -.... ~ ·~ r, ,,, . '' . ' !· . J. ·, e<>NJUlTt.N.G sr:ttuc:rua.~-1..-'tNGiN'd:R.s:· .: ·· :~,~· 7'3o/G,, : '·i;s:No~:t~;-,sA:~.v-,o~·N}i~9~i£VAR'O ;: ··.:, :.:PATE:_.-.", , 'IEVER.1-,"l HtLLS; C'Alt.f-Q~N.IA: 90-2H. -.. -. . . n' · . :r,tt.EPtiOJ'{f;: . ;·. (213) s55:.5s.03, .·• .• HEEt·tfQ. /t ... z,1,:, ' IJ1W, G~ . ~ Si,111~ + .-... . 2-,2-7?1' '..;<,., ; .w ~ > u:t 1,c 1c. 1;,, .. ~ .. 677" «< ~ ,a a . . -·'$.. . . -t-'M ~ ~#&,. " U.o, ~ I, 15 * ~$ te. I II ' ',,. ' . J'7V7' ¢ ,.. 4.-H .Z~ (.;/;ft..p, /0:1 . • --~-Ji., 41,i,.~ rl~I-~ S.;;iJ.!:;.¢ .. 1:? ;::;-'Z51G07J;.. ....... v~· ::-. ~~~ .. 3~~,~.t;: ¥ap'¢,/l.. >..15$ .. 4-µ... ~JC-.. ·, . -. .· . ' VG' ,'I;-·~),~,>~#~:~ ,~t 4~ > I?(.,. '. . . . .' . ' -. - • l ' .. : ' , ' '' .A... . /~ ,.JI '/fJf,-,# ··II. A,,.st,."" ii~ ~~,:s :::: -~ @·. ,· .. - I .it.·. 11· . . '-/ ,S..tf.: Z ,;,.. <..: .. " I <r-· · ;;J.1Zt;t, /iJr,,4,f '-d/' -z--JI/$, /.S,··: #-'l~_/1.t;,7 · JI ·3 r:, -~ I:; 11 • .. · : "' l' k -* I • i _, ; I ~, 't -" ":,~ '' I I ' ' ' ', " ')·· - "-'"'-~,,..., .. ~-:-.-.----·:--..,...-----.--.,-,---,--:,--c_.~--------.-------:0- -, <;!,ewe, '. ., . · ... . '. .. ·':'' . '" LJ1ei:-J'~ ~ ~ !•. :.·o/··: 'z-~ #&: . #11 LY: d? ';t•" 1 -~j.' ~ ·,· l ·~'' .·, ,, ' ' ' ';,.•'! '· ' . ~-' : 1,1 ,;"-. ., . . ,. , .. ,•,' l t I lt ,f• .,._ a-'' ',,•", ,, . <3il.P• ~..( . . ,(. r" 1 ·12. ·.t'l.f'~ ' .W::: ,ID$~ ,{; -f,- ,\ ,,, . ,· •' ~ ·, l '' ,. ' -, . ·. :-... . . ' -_:;,. : -: : '. : .. : ' -. , . .... ,: ,! ',: 'i' .),'•' ~ · ..... \, . .i .. POOR . · QUALITY· ·· ORIGINAL S . ' . -~t-. _i~ ;-1., \\ '. ._i', 1: 'I •, 1; f ? ~-•,~;•. •' .,, 1,'f<"1 • f ·~-¥"~ . • .. .. " ,, ' ' .,,..,..,.,..., ... _____ ,., . .,:·..,.,.·.,· .. ·..., .. ,.._._,;_-~_.·r·:,)J './ ~ '11 I'. •• ·, ., l . •; . . .. ' ,\,, l PAUL. Y .. K·OSHI & ASSOCr' -~ TES CO~SULTING STRUCTURAL ENGi EERS '15$ NORl"H ·S~N VICENTE BOULI JARD CALIFORNII• '0211 (213)6~1S603 8~VEALV HILl.S, TtlEPHONI.: I•,, ·, ,.;~; 1,;_·. :., ..... -2.D, C'J , Io , ,,Z :: 410 IJ.Sl. .;ae 1/. u ,'• ,., ,, . ! ·:-. ,I, !-: : ) '1/ 'j ,: I 3 - '•,,.' ~ d"~ i:lfi r:·::;;.,: .1''' ',,· (!) ', ii -· --- JOB NO. 7 3 -:, / r, DATE 4/, L .. SHEET NO, . ~ 5 §, l"'f r /.l.e,V :: ... .= 17,¢, 1.1.te ;g ,~ ~~ G,tz.0. .l3A,·1 ' ,, . ', ' ~;· I 'i ' ~,, J_ .... :, ,,;• ~ : • i\ '.1.} ·,,,r ,, •/ ·.~ : ~/ 4 -;4! !!, ''5 'ii/ -z --At-.t;;· , r " ---~---------~-----.. -."-·,~ .. ~. -------.. ~ ·':', ,,, l ·1·,· ,j '• 'i • '.' : j ~- ,: ' ··:~ ,\ I,', :' 'l f :;,:_1··:· '! ._,,,' '• .. : )', ·, '.'·j til ..... .. /_ . 1 I'; ',.·' ;,•-.' •1.· .. '. ~-·· , ... ,AoJeCT: l:!NGR: fTEM: l,.t7!1 ' ' .· W = ·,· 14 7• I':;,~· t- •·: : :-/: M,. ~-3.f>.4 "''U.6 \, ·A .. ir ~. ' ~' • i •• f • . ·.,.·. '• I•',,'• ..... ,: ' .. ; .. ,: ·.' '· . .. ',,' , 67 714 G,. ~ ''' . "'/,IS~ ,, ,', PAUL Y. KOSHI & ASSOC 1 CONSULTING STRUCTURAL ENG 155 NORTH SAN VICENTE SOUL BEVERLY HILLS, CALIFORNl1 TEL._EPHONE: .,;-,8 0.,. '2.S ID ·;,~ . 7.-(... >-~~ 4 /.L. . - (213) 6 I < •? 2, I .,. C ,,1.1 ., :r, res JOB NO. ;-: ?~)/_· ERS >.RO DATE 1211 603 SHEET NO l?-3k ""4-'1/, ·/ (., JI( ~ B. .. -· ... / ~ 3 <i· ... '24-. ~- ':2 \ /I ,k· -, .~ ~.~/,.,, f; ( 9 / ;,,: 1• G r .::·.~;·7 It -.. ·---p··--...... , ... ..._, ..... -"".,..__.,. .,.,. ____ •' ... .. .... , .... ·-' .. -... -' '" ....... /, > , •• ' < " ) •,,. .. , .... :·· I II , . ,, .. C.-" IC. ,z ... #,~) I.$ .... ........ -........ ~ ,::-· , IC.,l,c /If/.~ ""2.,.~.'f!" /$~ .. ,~ :• , .. • · ·,,t '1'·· ;fr.:, -i ~ IQ. t:-;_ 'L:. ~ ,,, ,. '' . ' ., ,-.. ',, -''I~~·~ 2.tf,.,? .fl" ·/ ·01 ~-' ,1. · •. VG,.-~ ; o~~ ;..;z., • l -r , t ; . ___ ::I: : ., ,.:·_ . . . ,., 1-., ~ ·::, 1•'1,. .. ,, '.:,:.v~: '2.·"%,-'/1/'P -~ ~. z .. f!.:-?~ .. ~·.· ... ;;.,_, ' ~ ' : ,· _) 0, ....... ~ ~. J;,,, IJ,4,-, ~~~ .l:Jll'I .. , ·:: ' _,._. .. ·/,., ~ ... ,. ' ' ' ' ','t' ,, , 1 l:f!, ,~ ,; •'\,,!I., '••,'.',i, , , , • '.,,,' ,-.~~((',,','i::~,·.,,!,',;,l>: .. ,',!,':•:',.,'>1 •·'J 1 ','i' i'. 1, ,:,,'·.·,·~t'1,l'f. • ,,:,,•: '•'!~,:-~ ,' ½:/,.'t;•:,l1i¼,\'-:,, I ~ ~ ~ ::,; , ' \11 '.;., 1 0 , , < '.: ,..-·-:· ' (-·-+·) •. . ... -,.,r~ ,, '. :.,:, ·: ; ... ·:ll·:· .t -.: :.-i;,jf;i·f., ~·~UL\'.l(f~~~. 1· & ,AS$0«;:IATE · ~\: :; ·l'Yt, ~N'SUL;'rlijG $'fflU~TURAL ENGINEERS ·::::::::::::· JO!HIO. .-. .3" ~ J~;:Xt:·~,;,:'. t'ta:Ntrii~tt1J .. ,S.AN-V)UN-i-E fOIJl.EVA RO ft -~-1;~,;"~&:tti\'ERi'.,.V!:tfllLS,. CALIF o RNJA 90211 , :'l''' '''1•;:.t;Tfl.JPHO.N'I:. · (213) 655-5603 DATE SHEET N,O, ,, ' G/1-ll-~ _.,., M;z. a ,, IC.1·-.·7-4-"' "?4, ,I; :::-ZS,? .... • -,,•, ',.,. :, .·•.i.,.,· i..' ,, \ . '. • ,, •• 1· l, ,.:;· I"' "' !~. , .. .-.. t ·,J ' ', :· ;: ! • 11 ,. 'I ' /.'' I., . ' "r 1 ', ,, ·1 ', ,;. ,, ;:', . ' ·\r{ .. · \ ',i' ''"· ,, ' . ~ ,, ,~.'•I ,1'' _.. I• ,, :''., . ' ',,,. ' ' . :, ~-~·.: \' i,'. •''iJ',: ,! •\ 'I ' '· ' ' ,•;- ' ':· J°T,(.. Co'- /./.fa· .-r, /'1, ,,~ ... -~, , 3 } l_rr'· '2-4·.,, Z--~ .t:;"-#9 ,B '2-#~r " /'Z- ,, It ;.s ,:4<-1 ;#,,,) ,JI 'Z. & (;,.t.,ti. ~"-1' ,II!; ·r·~ ~ ;.---ity 1 ' # ?i LY I(' /J-~, fd,C '• 1 .I', ' '' f'\ I, ;:.; I' .. _,.' 1, ,,. '1 ,, ' •:JI •:;:, '. (,_, .II •, ','•. ,' ,) .-·/' -.. ·I',.; ' :,:' :', .. ,; .. ' .~· .. ·$• ·,· . . •,. . ,, . ·•l" •,:.·'' ~ '. . ', '•f ,' ,;•:: •1I •. . ·,· ;, l ', : Lr ,' ~ .. ~ ': l,t ,,.., -~:.\,,, .. ;',! ., I ~> · .. PROJ!!CT: ENGA: 'll'IM: · $t p<f,. !', .. c; ii!;p .-II~ I . . . -I ·l.:.·r:1' /"2. :' ,rJ{~ : : W = .,1c5~.-~ ,t' . ,. l '! 1 ·.~ ,I. :~ \ •, .. ,, . I• ~. ', , .. , ; • 'i' I : t , ~ • :',· . . ' • ~ : , "!' , r • :,·· . ',·' ··,·, ·, ·.c;. :· .. , . ,· .. , t. ;. .'{. .. +·· •, ; .,, ~ , : . : ' ,, ',;;, ~-::, •!' .','•'I ,, ,, "., :;-; /t, ,, /;::·,',:· PAUL Y. KOSHI & ASSOC! ES JOB NO. 7'E Cl C, ·CONSUL TINO STRUCTURAL ENGi RS 155 NORTt-! . SAN. VICENTE BOULI ,RO DATE · BEVE.RLY HILLS, CALIFORN 1.0 .,211 SHE~T NO . ..fl.·~ .7 TELEPl:tONl: (213) 6t: 5603 /'( 7 Cl ========:::::::==== .I< P. ',':~Ii · /~t,;,,;. _. G~ ·r.!17, .. ~,_,,_ : I.-;> ~ I" .1F · /,.,._.- , ' ' I? ., • . ,,, . I t , 0 77 ,. IO + . , 7 0 + ·, lo tc l!-::o "' , G, 7: "'-/,' '' ,,,,.,,, . · .. ::St'.'i:it-,::: · -2 7. I I'-. e I'-· ' , r t / J t /,7o ~/. 7i'-Y' 1(... '', ~~ ,, C./1..P 1 ~,,,.,,,. • /4.-1,i.. •• . I '1.I ~ I c. " u,;;_ ~-""'" I a$ ~ 111' (j). /,~-.: ~9- 1 ·#& G11..1~. ~ /s' lo/ :;i ··#,r 7 ' "'§' CJ. /-; II O . C, , I,,• ,· :!, ' . ' ·t~-/' ''t ,, . ,, ,', ' -.!'> ·.f :·,, t· .. <··' ',,· l ~~' ,,·, :~'f/ ,, ~I..·,' ,,r ~ROJECT: ENQR: ! I • ''.:: ,j ,,,)·-' 0~ ,,:,, Jlll;..., ... _;-...... r.r .;;>"';:II! i~A-t~f,'),,uri:=. 104-, .-,: ;,: I ,&',f}A,,T =i:-tt; '.·'-rf~:. ~~ s .r',, . 4CJ ·;·_ &.N.:~;·~J ~ /O· ~l.:, ',r', I· .. '.,,_ ,,l i . -... ",A' . '," I • -, ~ ,!',•, :''i'}::~( , w~ ;~: ~ ~ /c;.4-it i. ,CG:; .;·,, ,: ,,, {, ... ·., PAUL Y. KOSHI & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 155 NORTH, SAN BEVERLY HILLS, TEL£ftHONE: ,: : .. ', ,', VICENTE BOULEVARD CALIFORNIA 90211 (213) 655-5603 -·.:::'·111' •,, ,: .. : ·'· ',I I l,,.•l ·' , 'r, '· "' ·~ .. ,':•. I iT, ,J JOB NO. 7 · ·· DATE SHEET NO. jl ,, , '.·/}';,.,::/j::::.'.~i;\1 .·,:,1 "!I A .. } f: •:.;, ; . j ~--re . . ·: . . . ..1 ~! : -~': ..... 1• • i • • • f • ~. .. ;1 .i ,. ,: ... ·. : --1~' i-:··· --~: •. . ., I I I I,. l . . .. ~ ··BENTON ENGINEERING, [NC-. · · APPLIED SOIL MECHAl'IICS --FOUNDATIONS 6'1-41 EL CAJON BOULEVARD -SAN PIEGO, CAL.ll"ORNIA 92115 ··:i-!i : ... ·.·.·~.:):' :::·:: PHILIP HHIKING BEN.TON • • ,.,u:s10EHT • ·CIVIi. £NC.ll<ECR ... ' ~~ . I .. ,, · .. .Jornary 16, 1970 :,gJ· ·.Rancho La Costa, fnc • . _-. ]!;. Rou:e·. 1,. Box 2_550 • :fi Enc1 nt fas, Coliform a 92024 . -r :J;; Subject: .· -r . ·4i;· .. Ji: .; 1li f! ·1!:: -:; ... -I" ·1}: Project No. 69-10-25D · . · Final Report on · . ~ _ Compacted Fi!led Ground· . · · Lots 207 fo 237, incl us.i ve, lots 239, 243, 246 to 248, inclusiv~ · Lots25Qond25l, 01;5!~ · J-p_'rc;.2.~1&.~2xt~:~~_.t~;.J,,.~ · Son Diego County, California · · 1/!i -Jf fi! ._r;. Gentlemen: . Pj lit -41; SJ.N Dl!!:CQ: 58'3-!565.C u ·1,u:sA, 459.sss4 J!ii :j ::; l '" ~-:~i 1P l"' i !Ii ·)if. This is to report the results of tests and observations mode in order fo inspect th_e co.--:1~~:::~ion of·'filled ground placed on certain orec:5 of Lots 207 to 237, inclusi've, 239,. 243, 2-4-6 to 248, -inclusive, 250 an:I 251, ard 255 to 257, i·nclusive, of Lo ·Cos:ta: South Unit No. 3, San Diego Co .. mty, Californi·o. The fills were placed durirg the period be·twcen October 20 or.cl December 5, 1969. ·1::i · 1~;: The approximate· arecs and depths of filled ground.p!aced under our rnspectfon fn ctt:cordance · Ji; · with the approved sp-~cifications are shown on the attached Dra-wirg No. l, entitled ulocation · · ?,~1 oL:G..ompacted.Filied ?rou~ •11 The gradinJ plan used for the placement-of fl.l!ed ground we:., J;:i prepared by Rick EnJ1neenng Company and dated September 30, 1969. · H,~ · The opp,oxi mote I oca ti ~ns at Which the tcs ts were taken a~d the fi not t.es t res u.Jts are . presented fl"'· on pcgcs 4 to 101 inclvsl"'.e; under the "Tobie of Test Results." The fobordfory determinations T of the. moxii-:-ium dry densities and optimum moisture contents of the·-mo·jor fill materials ore. { presented on poge .10, under the "Lab oratory Test Results. 11 Some· of lhe maximum dry densities .-J_~ show8Jn the "Table of Test Results 11. were combinations of these. The· tests were·tak~n durirg .fl 'the weekly periods indicated below·: . · _. · -_ . · . ·! _i .. , Test Number • • .Week Ending .--~ f 1 ord 2 · · .. · October 25, 1969 3to 59, inclusive· Novembe-r 1, 1969 60 to 123, inclusive November 8, 1969 124 to 168, inclus:vc····· November l5, 1969- 169 to 197, inclusi~e · November· 22, ·1.969 .•··. 198 to 213, inclusive November 29, 1969 214 to 244,· inclusive December 6, 1969 , -. .., ~ .~ . ·~ ... . ;, . ;. .t .. . :~ ·.\ '. ·.; ' .=? i I ; 1-r.1. \...V'.t TO .'.)OUm vni I I '-IV. .., ' ~ .· . -~ ...... .. The fi~·ai -~~suits of tosts ard observations indica~ that. the comr1cted filled ground has been- placed at 90 percent of the maximum dry densi ly or greater •. f,t has been detormi ned that the flll motcria'is, compacted to 90 percent of the maximum dry dens_Hy, have a safe beorl~ value of at least 2000 pourds per square foot for one foot wide continuous footif'BS founded at a minimum depth ord placed five· feet or more inside· the top of compacted filled ground slopes. ff footi ~s are placed ~loser to the exposed slope$ than 5' feet. inside the top of compacted filled nrourd slopes, these should be deepened one foot belo_w a l 1/2. horizontal to 1 vertical lina · projected outward and clownw~rd from a point 5 feet horizontaHy inside the· top of compacted ·fl ll filled ground slopes. Tests indicate that the compacted filfed ground is adequate· to sati'sfac- torlly support one or two story ~ood frame dw.alli rBS des:-igned: for the-recommonded bori re :· . value, without detri~ental settlements. . _ ,,-/-. ·__ ,. // _ _ /J/J b · £t;A '2<!.>.q~..,_ . . . a-/f ;;-,.#-/t.~t_ q-3 ---:2-'f&e:. .. //l-4:(?~Jlp ~ fall-t? 3 ·7 : -In our report of the original i.nves'tigation ~onducted at this subdivision, (Project No: .~?s-,:~,;l~C · ! dated· Ma_Y. 22 l. 1969-), we stated that sorne "expansive II s·oifs existed on the sit~ and if they were · :i allowe·;rt~~-:";Fn'"'in the upper 3 feet below· fi n'ished grade some of the-I ots would require specially designed footings and slabs. We further· stated tha.t these lots would be listed upon the completion of gradiiu. The lots where cf P~~ive soils _were-o~~i;nved t~ remain within th~ _upper _3_feet,or?tabiJlatedo_sfollows: ~ ·t1PT )tS.TE{) A{!E Af(!)N G~. . Type A: L~ts 2 i9, 220, 250 ard 2sr:-' . - • I Type B: Lots 22.l to 224, incfus-iveel 226 .· 229 ,_ 23"1 and 232, and -248 and 249 •· . 'l . . . It is recommended that the followirG special design precautions be token for the houses to be· constructed on the above-listed lots: · ;• )Yee A Lots · 1. . ls,.,Jated interior piers shoo Id not be used. ContirtJous footings should be used throughout, and these should be place<Lat· a minimum depth of.tv-lO fe~J below th.~ io'lft'est adjacent exterior. final ground surfa.ce •. _{u.l=.·. . L.. Reinforce and interconnect continuously with steef bars afl inferior and ext0rTor footings with hvo fr4 bars at 3 inches above the b;ttom of all footires and two #4 bars placed· 1 · 1;2 inches below the top of the stems of the footings. ·Use raised wood floors that span between continuous foof.ingsr or reinforce alf 1 concrete slabs with 6 x 6 -10/10 woven wire fabric o·nd -privide a minfmurn of 4 inches of dean sand beneath all concre·t.e slabs. Provide a moistvre barrier 2 i riches below s1 abs under livir.g areas._ 4. Separate garage slabs from perimeter footings by l/2 Inch thickness of construc- tion felt or egufvalent, to al low i ndeperdcnt m~>Vement of garage .slabs relative to perimeter footl~s. 5. ·Provido posftive draJnogc aw9y from off porimetor footir-os to a horlzont·crl distance of at least 6 foot outsldo tho house walls: · · DENTON ENGINEERINO, INC', .. :, ... ,. ., . . .. ~ ... ~ .· r,ofact No. ·69-l0:..25D La Co;ta_Sout~ Unit No. 3 .. 3_ .January 16, 1970· ·." . # '~ . . Iree B lots f . Those fo~ listed on .page 2 as Type B lot-s shoufd foHow oJf tho above--:-lisred recommendations f· wHhthetwofo!Iowfroexccptlons: . · .. _. · . f t { . "i . i. f · 1. 2. The' continuous foOtif\1S may be pfoced at Q mfoimum d.epth of l8 inches befow the lowest adiac~nt.exterior final ground surfoce rather tho·n the two feet recommended fer Type A lots. Si09fe 14 bars placed as directed {above} ·near :tops and bottoms of of!' f nterior · ancJ'exterior footinas may be substituted for the two. #4 bars recommended for . Type A lots·. . / l .. . . • . . . . . . t Recommendations 3 to 5, inclusive, as ltsted for Type A fats, ar.e oppficobf~ to the Type B . r Jots ofso. . , ~-~-~ Respectfu_tly submitted, l ·f r 1 i ! f.- f .. f t f t BENTON ENG I NEER! NG,· I NC. ......... ~--:, _..., .,,...---"' / ::,; . / / /( .} ~ ------By(:· /_JLL: .-.. · I r'~e~ ~ •• . I J ,.,,,,,.. •' ,-. . •. ; ...__ Philip H. Benton, Civil Ergi neer Distr: (4) ( 1} (2) Addressee Rick Ergineerire Company San Diego County Buildi rg Inspection · Vista Office -::-.. - ..... l'i· ... ,i-';_ -...____ --~ ·-......... ' ~I .. ' ,,, (~ , I C • BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN DIEGO, CALIFORNIA 92111 PHILIP HENKING BENTON PRESIDENT • CIVIL ENGINEER April 3, 1974 La Costa de Marbella Associates 4924 Rebel Road San Diego, California 92117 Attention: Subject: Gentlemen: Mr. Ted Mugo Project No. 73-3-lA Supplementary Soils Investigation La Costa de Marbella Lot 206 La Costa South Unit No. 3 Carlsbad, California ,TELEPHONE (714) 565-1955 This is to present the results of a soils investigation conducted at the site of the subject development to supplement foundation design recommendations previously submitted. This supplemental investigation was necessitated by the fact that certain portions of Buildings E, G, J and S were proposed to be located in the vicinity of the existing utility line easements and as a result could possibly be subject to potential settlements due to consolidation of the lower questionable backfill placed over the utility lines and possible loose topsoils in the areas in arid adjacent to the easements. The existence of these potential settlements and the areal zones in which these settlements were considered to be possible were presented in our previous report submitted under Project No. 73 ... 7-·18DF and dated August 29, 1973. The objectives of this investigation were· to determine the subsurface soil conditions and to determine certain ·physical properties· of the soils encountered, particularly those soils found just below the existing inspected and tested compacted filled ground, so that recommendations regarding total estimated seHlements could be presented. In order to accomplish these ob;ectives, two borings were drilled and representative undisturbed and loose soil samples were obtained for laboratory testing. It should be noted that the location of most concern is that area along the sewer easement where the sewer line passes between Buildings J and S. ~r this reason-the borings for this investigation were placed in that location. The recommendations contained in this report will consequently be oriented towards the estimated potential settlements to which portions of Buildings J and Smay be subjected under various moisture conditions. However, total estimated settlements for Buildings E and G will also be presented. / .'"' ! ! Project No. 73-3-lA La Costa de Marbella Field Investigation -2-April 3, 1974 The two borings were drilled with a truck-mounted rotary bucket-type dril I rig at the approx- imate locations shown on the attached Drawing No. 12, entitled 11 Limits of Influence of Potential Settlement,· Bu'ifdiog, J arid S arid Location of. Test Borings. 11 The borings were drUI ed to depths of 41.0 to 42.0 feet below the existing ground surface. A continuous log.of the soils encountered in the borings WOJ recorded at the time of drilling and is shown in detail on Drawing Nos. 14 to 18, Inclusive, each entitled 11 Summary Sheet.11 The soils were visually classified by field identification procedures in accordance with the Unified So'il Classification Chart. A simplified description of this classification system is pre- sented in the attached ~Appendix A at the end of this report. Undisturbed samples were obtained at various intervals, in the soils ahead of the drilling. The drop weight used for driving the sampling tube into the soils was the II Kelly11 bar of the drHI rig which weighs 1623 pounds, and the average drop was 12 inches. The general procedures used in field sampling are described under 11Samplin911 in Appendix B. Laboratory T e~ts Laboratory tests were perfonned on selected undisturbed samples of the soils in order to deter- mine the dry density, moisture content and shear resistance; The results of these tests are pre_- sented on Drawing Nos. 14 to 1.8, inclusive. ·Consolidation tests were performed on sel.ected r~presentotive samples in order to .determine the.load-settlement characteristfcs of the soils and the resu.lts of these tests are presented.graphically on Drawing Nos.. 19 to· 23., inclusive,· each entitled ''Consolidation Curves.11 The general procedures used for the laboratory tests are described briefly in Appendix B. In order to better differentiate these bori1_:19s frofl} previous borings drilled on this .sit!:', these recent borings are numbered Borings 5 and 6 and the drawings included in this report begin with Drawing No. 12 • . DISCUSSION, CONCLUSIONS AND RECOMMENDATIONS Soil Strata At Borings 5 and 6, compacted fill soils consisting of a mixture of medium firm to firm silty and fine sandy clay and clayey fine sand were found to depths of 25.5 and 25.2 feet, respectively. Underlying these fill soils at Boring 5 a 9 "5 feet thick layer of old landslide debris was found. These soils, which had characteristics indicative of previous soil mass movement, consisted of 5.0 feet of soft to medium firm silty clay, 1.0 foot of medium compact slightly silty fine to medium send, 2.0 feet of medium compact slightly clayey fine to medium sand and 1.5 feet of very firm but slickensided stlty clay. From 35.0 to 42.0 feet, the depth of exploration, the very firm silty clay became mQSSive and non-fractured in character. BENTON ENGINEERING, INC. r . l -t· l/ :/ 'I J I ' Profect No. 73-3-lA . -3-April 3, 1974 · La Costa de Marbel la At Boring 6, under the compacted fill soils, an 8.2 feet thick layer of old la:'dslide debris was encountered. These soils, which again showed signs of previous soil mass movement, consisted of 4.1 feet of firm to very firm fine sandy clay, 3.5 feet of firm silty clay and 0.6 foot of compact silty fine sand. From 33.4 to 41.0 feet, the depthof exploranon, ci medium firm silty clay was found. The upper 2.1 feet of this silty clay was slickensided. Conclusions It is concluded from the field investigation, the results of the laboratory tests and the results of load-consolidation .analyses that the soils encountered at depths between 25.5 and 35.0 feet in Boring 5 and 25.2 and 33.4 feet in Boring 6 are sufficiently compressible in nature to potentially cause settlements of such magnitude that special consideration should be given to the design of foundations placed within certain limiting areas adJacent to the areal location of these spi Is. Based on the known historical development of the subject Lot 206, particularly in the vicinity of Buidlings J and S, it is our opinion that these compressible soils os previously described extend for a greater distance, as measured laterally away from the centerline of the sewer line, toward the west than toward the east. Therefore the estimated settlements in the orea of .Building J ore considered to be potentially greater than those estimated settlements in the area of Building S. It is further concluded that the total potential estimated settlem~nts would occur in the· form of an areal depression with the greatest settlement occurring along the center! ine of the utility line easement and then decreasing to zero settlement at the outside limiting I ines of influence as shown on the attached Drawing No. 12. Zero settlement in this regard is defined as that settfement estimated to occur as the result of the consolidation of the deeper underlying compressible soils and does not include that settlement estimated to occur in the upper compacted filled ground soils as a result·of structural foundation loads. Finally, it is concluded that the potennal consolidations within these deeper underlying compressible natural soils will vary depending on whether.or not these soils remain at theirexist- ing soil moisture content or become saturated as a result of inundation from water from any source. Based on the existing topography of Lot 206 and the adjacent-surroundiryg property, it is our opinion that the possibility of these compressible soils becoming saturated due to water is remote in the areas located to the east of the sewer I ine and somewhat less remote in the areas located to the west of the sewer I ine. In order to preclude any misinterpretation of the fact that old landslide ~bris was encountered in Boring 5 and 6, it is our opinion, based on the information obtaineg from the various test h9rings located in the area of Buildings J and S, that there is no hazard existing in this area due to potential soil mass movement in that the adjacent compacted filled ground beyond the Immediate areas of the old sewer line easement acts to horizontally confine this area and was placed on horizontal benches excavated into ·flrm natural soils' below the old natural landslide debris. BENTON ENGINEERING, INC. Project No. 73-3-lA La Costa de Marbella R,commendations -4-· April 3, 1974 The total potenttal settlements in the location of Boring 5 are estimated. to be on the order of 1 to 1 1/4 inch at existing soil moisture conditions and 2 to 3 •inches for a saturated soil moisture condition. At the location of Boring 6 the total potential settlements are estimated to be on the order of 1/2 to 3/4 inch at existing soil moisture condtnons an.cl 1 1/2 to 2 1/4 ittc:.hes for_ a $at_uroted ~ii mQ.ist:vre condition; The two test borings were located at the comers neares.t to th~ old sewer e~ment and af the proposed locations of the garage areas of Buildings J Qnd -S: qn_d th~~efqreJhe above estimated settlements should be used for these locations. · The toted seftlements which may potentially occur ·under the remainder of those portions _of the structures that fall within the zone of influence as deliniated on Drawing No.· 12 may be estimated by assuming a proportional relationship between the distance of a given point within the structure from the outside limiting line of influence, the distance of the boring location from the outside limiting line of influence, and ,the total estimated settlements determined for that particular boring. Using this relationship the estimated total settlements for various points within Buildings J and S have ·been determined as fol lows: Building J s Point I 11 I II ·rv y ·.iv Total Estimated Settrlement ( Inches) Existing Soil Saturated Soi I Field Moisture Condition Condition 3/8 to 1/2 7/8 to 1 1/4 l/4 tg 3/8 1/2 to 3/4 1 to 1 1/4 2 to 3 1/4 to 3/8 5/8 to 1 1/4 to 3/8 3/4 to 1 1/8 1/2 to 3/4 11/2 to21/4 Th, locQtion of those points within Buildings J. and S, as listed above, .are shown on the attached Drawing No. 12. In the areas .of Buildings E and G the limits of influence of potential settlements, as shown in the attached Drawing No. 13, are considered to be minimal in ·relation _to those potential settle- ments for BuilcUngs J ancl S. fn this regard it is recommencled that a total esHmated maximum settlement on the order of 1/ 4 to 1/2 inch be used for foundation design at those points within the butldings which are closest to the centerline of the utility line easements. Again for those potnfl farther away from the centerline of the easement the estimated total potential settlements may be determined by using a proportional relationship as presented previously f<?r Buildings J and S. BENTON ENGINEERING, INC. Project No~ 73-3-lA La Costa de Marbella -5-April 3, 1974 If the design of minimum depth foundations, which would tolerate the estimate potential settlements as presented herein, are not feasible from the structural design standpoint, then an alternative approach would be the use of grade beams supported by drilled and cast-in-place reinforced concrete piers that are designed to distribute all structural loads into the deeper underlying suitable natural bearing soils below 36 feet in depth. If this design (dternative is to be used, then a safe vertical supporting capacity on the order of 8 .5 kips p~r lineal foot of penetration below 36 feet in depth may be used for a 24 inch diameter cast-In-place concrete pier. Respectfully submitted, BENTON ENGINEERING, INC • . ~ DFl/PHB/pk Distr: (2) Addressee (2) Samual Wacht & Associates Attention: Mr. Wong (1) Olson Development Company Attention: Mr. Chambers · (1) Paul Koshi & Associates Attention: Mr. Seymari BENTON ENGINEERING, INC. • l AT E:8-29-73 PROJECT NO. 73-3-lA 73-7-18DF 'PROPOS£D BU/LO/NG S ffi Revised: 3-28-7 4 Added Location of Test Borings No. 5 and 6, and Called Out Points I, II, Ill, IV, V and VI. PROPOSf/J iJUILOING J . r. . --Limits of Influence !Ji·--~· -1ndic;at~s Approximate Location of Test Boring DRAWN :MRC SCALE: l 11=201 LIMITS of JNFLUcNC E of POTENTIAL SETTLEMENT . . BUILDINGS J and S . and £ LOCATION OF TEST BO~INGS LA COSTA de MARSELLA LOT 206 LACOSTA SOUTH UNIT NO: 3 CARLSBAD, CALIFORNIA BENTON ENGINEERING, INC. DRAWING NO. 12 ,. . Pl?OPO.JELJ i!Jl/lLLJ/Nt; F .. t PROP0.5EfJ BOILLJING £ Pl?OPO.SEIJ BU/LOIN~ t; PROPO.J£1) BUILDING F ... Umtts of Influence ATE 8-29-73 PROJECT NO. 7a-3-1A 73-- LIMITS of INFLUENCE of POTENTIAL SETTLEMENT BUILDINGS E, F, and G LA COSTA de MARSELLA LOT 206 LA COST A SOUTH UN IT NO. 3 CARLSBAD, CALIFORNIA BENTON ENGINEERING, INC. SCALE: 111.-' DRAWING NO, . 13 ... 0 - w :E < z m 0 .., ... w w ~ ..... ::t I-A. w 0 {\ -- 1- - 2- - 3-" - 4- wa: ..Jw A.m ::!: :E <::> U>z SUMMARY SHEET BORING N0 •. ___ ~5 __ ELEVATION 90.0' * ... :. ::-: "· Mixed Brown and Gray, Very .,. · . ·: · Moist, Medium Finn ..... ~~$$:~Moist ... -[J ~. == 5- -If\ .. :· .. 6-\!_,I 1:~·~:-~1.llf---------------; -. ·. · · : Very Moist 7- - 8- - 9- - 10- 12- - 13- - 14- -' 15- - - -- -- - ... . ,·; MIXTURE OF SILTY CLAY t~~~~Slightly Moist, Finn FINE SANDY t~.iii.··,:·i)i,11·~--------------i CLAY, AND ~lall!:11()1,i· :itiiii·. Moist to SI ightly Moist, CLAYEY F !NE .... . ·.· ... : : : · Very Moist .-. ...,_~:liitl.:l!ll: Poorly Compacted Zone to · .. : · : : \13.6"Feet . . . . ... ).: . ·:. Moist to Very Moist --· SAND Continued on Drawing No. __ 1_5_ § -Indicates Loose Bag Sample -Indicates Undisturbed Drive Sample -lndi cotes Chunk Sample > >· w· " . o~~ ... ... c.,1-a: ... -~ z~ w!!:: ~-a:< . zU> ..J ::>> w=> <.,_O w!: w!na: Q~ w (I)!!? w~ ii:oO >(I) ~ciife >" ::e~ a:m w-_ ... a:~ a:~ o..J 0 I 4.9 16.2 92.7 ...I ::! u. 9.7 16.1103.9 -* -Elevation shown was provided by Mr. McIntosh, on site representative - - - - PROJECT NO. 73-3-lA of Olson Development Company. DRAWING NO. BENTON ENGINEERING, INC. 14 ~ Cl) "O .E 8 u 0 ...I w :E < z Ill 0 ~ 1-w w u. ..... :c Ii: w 0 z 0 wa: i=.., -'W ,.t<O 0.113 -Um :E:e Oenii::E <::1 -> enz ~en < .., > SUMMARY SHEET . BORING NO. 5 (Cont.) Cl • a:1-w!!:: zen w!:!: w!rt >· _ ... a: u. 0 >· w~ ... ... ca: -u. ..1i=> ~-w::l wen a: 0~ ii:oO >en :Ell'! a: Ill o-' 15-+--~~(,J~...---------------------+---+---·::. ,;: Mixed Brown and Gray, Very 16-® :~.. · Moist, Medium Firm -· : . . . SI ightly Moist to Moist .... . . . - 18-... - 19- - . 20- 21= © ·: :, .. ... .. - 22- -.. · .. 23-..... ""!..:, • ••• -.. ' 24--~ .... -.... 25-.... MIXTURE OF SILTY CLAY FINE SANDY CLAY AND CLAYEY FINE SAND 8.1 16.5 10.7 9.7 16.9 106.4 w· <.JI-z"-a:< . <1-0 wen en :c-i enen w-a:::rt ...I = u.. , -~- 26 = © ~w. ~~ ""':~~ ~:]rBr_ow_n_, -M-o-is-t-to_V_e_ry_M-oi-st-,-+------t-1-0-.-0+-16-.-3+-1-04-.-9+---+--I---I -G) t::S::::=Medium Firm, Occasional 27-..._.._,.i,,jCaliche Veins, Rootlets, ~::==~ -~==~-:: Slightly Porous, Old Topsoil, 28-v-Contact Dios 10° at N35° F _ Qt,,,.,.:;:.,. •::J'\Soft to Medi""" Fi rm 29-:Mottled Brown and Gray, With tt::S::f1\Fu;ina Sand. r,,1 ic:he Vein~ 30= ffit:=:::$~Slightly Moist to Moist, Medium 6.7 '7.0 94.4 (5 _ 3 1i1ii.-~""'F i rm ::i V) 31-~ Lig~t Brown t~ Whi.te, Slightly SLIGHTLY SILTY 2 ~ .... f-1\ ~ Moist to Dry, Medium Compact FINE TO MEDIUM -----------1 ffi 32-V ·::::: ,r: .. t,..ht. ' SAND / 5.8 9.5 97.7 00 -· · · : : _fght Brown, Slightly Moist, to ~LIGHTLY CLAYEY o 33-···:: Dry, Medium Compact, Some FINE TO MEDIUM · · ,. ____ !\nnrl r:,.;,..1,..1.,. SAND - SILTY CLAY 18 .6 90.2 34 = ~ tt':.~~~ight Olive-green, Moist, Very t:t::S:1Firm, With Fine Sand, ..,_..-l.4 Slickensided to 35 Feet, Contac Dips 7° at S 100 W 13.3 23.6 97.5 - 35- - SILTY CLAY , -Continued on Drawing No. ----16 PROJECT NO. 73-3-lA BENTON ENGINEERING, INC. J DRAWING NO. 15 0 Q) -e 0 :E G) -0 i u 0 ..I w :::e <( z Ill 0 -, I-w wa: w II. ...IW -0. Ill :c :::e :E I-<::, 0. cnz w 0 35 - z 0 j: ..I ...1<0 -Om 0 ii: :::e Cl)_> ~Cl) <( . ..I u SUMMARY SHEET BORING NO. 5 (Cont.) Light Olive-green, Slightly > >· w· Cl • o~~ 1-1-a:1-u..,. w!!: -11. zu. zcn .;J~> ~-a:<( • w!: w::, <.,_O wcna: 0~ wen.re wlll! ii:oO >(I) iiii!e >· -"'" :::e~ a:ID w- a:11. c-' a:lll! C .~ 36-... ~..,.Moist, Very Firm, With Fine t::~:$1· Sand 37= ®==:== 19.2 19.5 102.2 2.73 ~* - 38- - 39- - 40- - 41- SILTY CLAY 4.23 fk*, ..I ~ ::> I-~ 42 = @ :~ .... ~, ,:t •.. ~~""i------------L-----~L.:1-=.6.:.:. 7~1:.::5.:.:.6::...r..10:_:7~·.::.8.L..:.4::.5:.:0_._*_*..lJ '----1 5.57 *** - - -** Sample sheared under field moisture condition *** -Sample sheared under saturated and drained condition - -- - - -- - - - - - - - - - - - - - - - - - - PROJECT NO. 73-~-lA · BENTON ENGINEERING, INC. DRAWING NO. 16 _, I-w wa: w u. -'W -o..m :c ::S::s I-c(:::) Q. cnz w 0 0 - 1- - 2- - 3- - 4- - 5- - - 7- - 8- - 9- - 10- - 11- - 12- - 13-· - 14-- 15- - - 17- - 18- - 19 -- - 20- - SUMMARY SHEET BORING NO. 6 . · ' Mixed Brown and Gray, Very Moist, Medium Firm to firm .. , · · Moist . '. t~· =· 'S'!IVery Moist ,.·· .... ... .. --. .. il!, .. t~--:-:-------j MIXTURE OF =~~ii'll.ltllil::· Slightly Moist to Moist, Trench SILTY CLAY · · · · Backfill of Fine to Medium FINE SANDY . · · · Sand on Southwest Side of SILTY CLAY . . ·.·. Hole at 9 Feet AND CLAYEY FINE SAND ,•, ... ·· ... .... ... ... ...... . . . . ·. • ... ... . ·.· ... ... . . . . ...... w ::s c( z m 21 -Continued on Drawing No. 18 0 -, __ ;...__ PROJECT NO. 73-3-lA BENTON ENGINEERING, INC. > Cl • a: 1-w~ zcn w!!: w~ >· -""' a:u. 0 DRAWING NO. 17 d -I -' -u. I ,, C - C ...I w :e ct z al 0 .., , . z I-w wa: w II. ..Jw -ll-at J: :e:e I-ct::) Q. Cl)z w Q 0 j: ..J SUMMARY SHEET ...1cto _um 6 (Cont.) OU::e BORING NO. (/)-> ~Cl) ct ..J 21 - (J ~· . . Mixed Brown and Gray, 22-· ·· · SI Jghtly Moist to Moist, Medium aee::: a· Firm to Firm MIXTURE OF SILTY CLAY FINE SANDY SILTY CLAY - 23-.... -.... 24- , .. - 25-... ,. --(D --:~~-::.:_··:·:. Brown, Moist, Very Firm, 26 -(!) :.::::,-.::. Slightly Porous, Topsoil, Roots, -..... :::·· Slightly Fractured, Contact 27 -.... · .... ·. \Dips 7° at N 80° E . 28 = ® -.-:·-_._-._:_:_.··:· Firm AND CLAYEY FINE SAND FINE SANDY CLAY > >· CJ.,:. w~ 1-1-a:u. ca: -u. w-~-ZCI) ..J~> w2: w::l w Cl) a: Q~. wlll:: ii:oC >~ >· _ ... :e i!E! ~..J a: II. Q 17 .5 14.7 105 .5 12.5 15.4 ~02.0 w· ul-zu. a: ct • cti-0 w (/)Cl) ih;i w-a::it: ...I ...I u. • _ ® ·.·.:_.:::·:::·.· Occasional White Caliche Viens 29 _ !:.·._:~:: •. ·~-= ... ·:.~··iii· ----------~f-_(_M_e_rg_e_s) __ i---t--t--t-----1 Ev, 30 = (D ISSS:t::1~:~d ;;:!si:~:t;~~~ Moist, 10.0 15.5 98.6 ; m -...,_~Caliche Viens SILTY CLAY :1 c C ...I 8.3 18. 1 99 .4 0 - 33 -I~'),~'\:..~ . ~~~ Light Yellow-brown, Slightly = ® · · rv'ioist, Compact, _Very Friable, 34 =~'$.t~"' Occasional Medium to Coarse SILTY FINE 5.8 7.3 94.7 -.,..~~ Sand Grains SAND I ·35- -(0 36 - - 37 - -38 _ - 39- - 40- -e) 41 - - \ Light 01 ive-green, SI ightly ~/.oist, Medium Firm, With Fine Sand, Occasional White Caliche I ...,..i~tilollvveins, Slickensided to 35.5 Feet, Contact Dips 100 at SILTY CLAY N200E ' .... . " ** Sample sheared under field moisture condition 14.2 18.4 06.6 3.20 "* 5.80 Li:** l5.0 10.8 115.2 6.34 ** 7.14 *** -*** Sample sheared under saturated and drained condition PROJECT NO. 73~3-lA BENTON ENGINEERING, INC. DRAWING NO. 18 / C Q) -e ~ Q) '"C i u ..9 .., 2 4 z m 0 ., 00.2 ( 1 2 3 4 dL. en --u, l&I z 5 ¥ u % ~ 6 l&I ..J IL. a C en I&. 0 ~ z l&I u II: Ill IL. I z 0 j:: C 0 :::; i ~ u PROJECT NO. 73-3-lA CONSOLIDATION CURVES. LOAD IN KIPS PER SQUARE FOOT 0.4 0.6 0.8 1.0 2 4 6 8 1n . 16 Sorin~ 5 Samp e 1 -, L n,:,nlh ~· ~!) l~ \ \ .... __ --I\ ~------~ -~-_\ --- .. 0 Indicates percent consolidation at field moisture • Indicates percent consolidation after saturation DRAWING NO. BENTON ENGINEERING, INC. 19 LIi :a 4 z GI 0 ., (J).2 1 1>--_ 2 3 4 II) II) LIi z 5 ~ ~ ::c I- 6 LIi .J Ill. :a C 7 II) II. 0 8 I-z LIi (,) a: 9 LIi Ill. I z 10 0 j:: C 0 i11 ~ (,) 12 13 14 15 PROJECT NO. 73"."3-lA CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.4 0.6 0.8 1.0 2 4 6 8 10 16 Boring 5 Chunk Sample 2 n ..... ,,h ?~' -r---t---r--r--. t--H )-____ ~ ~ .~ ' <D---;D 0 \ h \ \ I\ \ ~ \ \ 1 I- 0 Indicates percent consolidation at field moisture • Indicates percent consolidation after saturation DRAWINt NO. BENTON ENGINEERING, INC. 20 .• Ill a 4 z CD 0 "9 (j)-2 0.4 (' --1 2 3 4 Cl) Cl) IAI z 5 ~ u :z: ... 6 IAI ..J ~ a C 7 Cl) "' I k___ 0 ... __ 8 --... z IAI u 1111:: 9 Ill ~ I . ~ 10 !c Q :'.j i ~ u -0 • PROJECT NO. 73-3-lA CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.6 0.8 1.0 2 4 6 8 10 16 Borinr. 5 Samp e 6 n .. -,h ~01 --, ~ ~ 1'. ( )-~ D 4~ \ '\ \ I\ \ \ -\ r--r--i-i--r----____ \ - ~' r---_ --r---r-- Indicates percent consolidation at field moisture Indicates percent consolidation after saturation DRAWING NO. BENTON ENGINEERING, INC. 21 ,. ,. • /,._ (P,2 <>--.___ 1 2 3 4 en en ... z 5 ~ 2 :c ... 6 Ill .J .. a C 7,t.. en -~ 0 8 ... z ... u II: 9 Ill a. I z 0 5 0 :::; i ~ u PROJECT NO. 73-3-lA , CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.4 0.6 0.8 1.0 2 4 6 8 10 16 Boring 5 --r-- Sample 7 r"l.:,nfh ~?I .._ 1--. 1--. h ~ -..... ~ "'--lir--, I) a ~ ~ "' -.. _ t--+--t---~ --..,_ ~----. 0 Indicates percent consolidation at field moisture • Indicates percent consolidation after saturation DRAWINI NO. BENTON ENGINEERING, INC. 22. C ...., Q) -e C ~ G) "O 0 -8 u j "' a 4 z m 0 .., c9.2 <f>'--_ 1 r-- 2 3 4 en en Ill z 5 :lie CJ % ... 6 Ill ~ 0. a C 7 en IL. 0 ... 8 z Ill CJ IIC 9 Ill A. I ~ 10 ~ e i 11· ~ CJ 12 13 PROJECT NO, 73-3~ lA CONSOLIDATION CURVES LOAD IN KIPS PER SQUARE FOOT 0.4 0.6 0.8 1.0 2 4 6 8 10 16 Borin~ 6 Samp e 5 n .. "'li·h ~...t• ----r--r---.. r----.. r---. 1'... ~) ~ ~ ( ....... J o"- 1 \ i\~ -\ ----I\ --... 0 Indicates percent consolidation at field moisture • Indicates percent consolidation after saturation DRAWINI NO. BENTON ENGINEERING, INC. 23 .- .. ' '>- . BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6717 CONVOY COURT SAN· DIEGO, CALIFORNIA 92111 -PHILIP HENKING BENTON 'l'Rlt81DIENT • CIVIL ENGINEER APPENDIX A TELEPHONE (714) 15615-191515 Unified Soil Classification Chart* · SOIL DESCRIPTION GROUP I. COARSE GRAINED, ·More than half of material is larger than No. 200 sieve size.**. GRAVELS More than h·a!f. of coarse fraction is larger than No. 4 CLEAN GRAVE LS sieve size but smaller GRAVELS WHH FINES than 3 inches (Appreciable amount . of fines) SANDS CLEAN SANDS · /Viore than half of coarse fraction is · smaller than No. 4 sieve size SANDS WITH FINES (Appreciable amount of. fines) II. FINE GRAINED·, More than half of material is smaller than No. 200 sieve size.*~ SILTS AND CLAYS Liquid Limit Less than 50 SILTS AND CLAYS Liquid Limit Greater than 50 fll. . HIGHLY ORGAN_IC ~OJ-LS SYMBOL GW GP GM GC SW SP SM SC ML CL OL MH CH OH- PT - TYPICAL NAMES Well graded gravels, gravel-sand mixtures, little or no fines. Poorly grade.d gravels, gravel-sand mixtures, little or no fines. Silty gravels, poorly graded gravel- sand-silt. mixtures. Clayey gravels, poorly graded gravel- sand-c I ay mixtures. Well graded sand, gravelly sands, little or no fines. Poorly graded sands, gravelly sands, little or no fines. Silty sands, poorly graded sand-silt mixtures. ·-clayey sands, poorly graded sand-clay mixtures. Inorganic silts and very fine sands, rock flour, sandy silt or clayey-silt-sand mixtures with slight plasticity. Inorganic clays of low to medium plas- ticity, gravel-ly clays, sandy clays, silty clays, lean clays. Organic silts and organic silty-clays of low plasticity. Inorganic silts, micaceous or diatomaceous fine sandy or silty soils, elastic silts. Inorganic clays of high plasticity, fat clays. Organic clays of medium to high· plasticity :Peat and other highly organic soils. . * .Apopted b~ th'e C6'rps <?f ~ngineer~ a.rid Bureau of R·ec'lamation in Jan~ary, 1952. ** .All sieve si·zes on this chart are _U. S.-St'?ndar:d. · . _ . ' • • • • • •· • • • • • BENTON ENGINEERING, INC. APPLIED SOIL MECHANICS -FOUNDATIONS 6741 EL CAJON BOULEVARD SAN DIEGO, CALIFORNIA 9211!5 PHILIP HENKING BENTON P'RESIDENT • CIVIL ENGINEER December 23, 1970 Rancho La Costa, Inc • Route 1 , Box 2550 Encinitas, California 92024 Subject: Gentlemen: Project No. 70-4-16D Final Report on Compacted Filled Ground Lot 185 of La Costa South Unit nllil.,._.-. Lo.t206~of La Costa South nit. No. 3-~- Grading Permit No. L-573r------ San Diego County, California :# /OZ- SAN DIEGO: !583-!56!54 LA MESA: 469-56!54, This is to report the results ~f tests and observations made in order to inspect the compaction of filled ground placed on certain Qreas of Lot 185 of La Costa South Unit No. 1 and· Lot 206 of La Costa South Unit No. 3 in San Diego County, California. The fills were placed during the period between Apri I 15 and /W:Jy 19, 1970. The approximate areas and depths of filled ground placed under our inspection in accordance with the approved specifications are shown on the attached Drawing No. 1, entitled "Location . of Compacted Filled Ground." The grading plan used for the pl~cement of filled ground was prepared by Rick Engineering Company and dated April 30, 1970. The approximate locations at which the tests were taken and the final test results are presented on page Nos. Tl to T3, inclusive, under the "Table of Test Results." The laboratory deter- minations of the maximum dry densities and optimum moisture contents of the major fiH materials are presented on page No. T4, under the "Laboratory Test Results.11 Some of the maximum dry densities shown in the "Table of Test Results" were combinations of these. The tests were taken during the weekly periods indicated below: Test Number 1 to 24, inclusive 25 to 56, inclusive 57 to 70, Inclusive 71 to 90, inclusive 91 to 100, inclusive Week Ending April 18, 1970 April 25, 1970 May 9, 1970 May 16, 1970 May 19, 1970 (Date of last. test) • • • • • • • • • • • Protect No. 70-4-160 Rancho La Costa, Inc. ·-2-. December 23,· _1970: Compacted filled ground had previously been placed on a portion of Lot 185 along La Costa .Avenue during the grading of La Costa South Unit No. 1 and the results of tests taken in this area are included with our report on.Protect No. 68-11-230 entitled "Final Report on Com- pacted Filled Ground, La Costa South Unit No. 1, Rancho La Costa, Callfomia, 11 and dated June 23, 1969. Sewer and storm drain lines exist at the west end of Lots 185 and 206 and it ts recommended that buildings be placed outside the shaded areas shown on Drawing No. 1 as not recommended for but I ding • The flnal results of tests and observations Indicate that the compacted ft lied ground has been placed at 90 percent of the maximum dry density or greater. It has been determined that the ·fill materials, compacted to 90 percent of the maximum dry density, have a safe bearing value of at least 1510 pounds per square foot for one fqot wide continuous footings founded at a .min- imum depth and placed· five feet or more inside the top of ·compacted filled ground slopes. If footings are placed closer·to the exposed slopes than 5 feet inside the top of compacted filled ground slopes, these should be deepened one foot below a 1 1/2 horizontal to 1 vertical ltne _protected outward and downward from a point 5 _feet horizontally inside the top of compact~d 'fiUed ground slopes. ' iExpanstve silty clay and sqndy clay soils were placed in the compacted filled ground areaso Therefore, In order to reduce possible structural damage due to th~se potentially expansiv~, ,soi ls, the fol lowing is recommended: · 1. 2. Isolated interior piers should not .be used. · Conti'nuous footings should be used throuQhout, and these should be placed at a. minimum depth of two feet belov/the lowest cidjacent exterior final ground surface. Reinforce :c;rnd_ lnterconnec~ continuously with_ steel bars all i~terlor and exterior footings with one 15 bar at 3 inche, above the bottom of all footings and one #5 bar placed 1 1/2 inches below the top of the stems of the foottngJ:.· 3. Reinforce all ~ohcrete slabs with 6 x 6 -10/lOwelded wire fabric • 4. 5. Provide a minimum o·f 4 inches of cl~n sand beneath all concrete slabs. Provide a moisture barrier 2 inches b~low slabs under: living areas. Separate garage slabs from perimeter footh:igs by 1/2 inch thickness of construction felt or equivalent, to allow Independent movement of garage sJabs relative to perimeter footings. 6. Provtde·p()ltttve draincage away from all perimeter footings to a horizontal distance df 1d't least 6 feet outside the house walls • BENTON ENGINEERING, INC. --·-----~~ -~----. ------------------------ •• Proiect No. 70-4-16D Tl Rancho La Costa TABLE OF TEST RESULTS • Approximate Location Depth -Maximum Oppc&ite of Fill Field Dry Dry Test Lot . Station at Test Moisture Density D~nsity Percent No • No. La Costa Ave •. in .Feet % dry wt lb/cu ft· lb/cu ft Compaction Remarks • 1 185 39+75*"' 14 15.6 107. 1 116. 0 92.4 2 185 41+95 4 16.3 115 .6 117.8 98.2 3 185 39+80 16 12 .6 113.6 119:0 95.4 4 185 41+80 6 17.7 102 .7 113.0 90.9 5 185 39+70 18 17.6 102 .1 112 .o 91.2 • 6 185 41+95 8 10.7 109. 1 120.0 91.0·· 7 185 39+75 20 13.9 103.3 114.5· 90.4 8 185 41+80 10 18 .0 102.7 110.6 92.9 9 185 43+90 2 16.0 109 .0 114.0 95.6 . 10 185 39+65 22 19.9 102 .6 111.0 92.5 • 11 185 41+70 12 17.7 105.8 110.6 95.7 .12 185 43+75 4 13.9 105 .2 115.6 91.1 13 185 39+95 24 10.9 106.7 118.0 90.4 14 185 · 43+95 6 16 .o 106 .5 110.6 96.3 15 185 41+75 14 17.7 109. 1 110.6 98.7 • 16 185 39+80 26 19. 1 106.0 113.0 93.8 17 185 41+90 16 21.2 101. 1 110.6 91.5 18 185 43+85 8 22.3 103. 1 110.6 93.3 )9 185 39+95 28 19 .7 103.9 110.6 94.0 20 185 41+95 18 16.9 104.7 113.0 92.6 • 21 185 39+70 30 18. 1 102 .4 110.6 92.7 .. 22 185 41+80 20 -17 .6 · 101.5 110.6 91.9 23 185 43+70 10 17.9 105.3 110.6 95.4 24 185 39+85 32 18.2 103.3 110.6 93.5 25 185 39+90 34 11.4 107.3 113.3 94.7 26 185 41+90 22 14.3 105.9 114.3 92.7 • 27 185 43+90 12 16.3 107.2 114.3 93.8 28 206 33+5Q 2 15.9 105.2 113.3 92.9 29 206 33+60 4 15 .o 104.3 113.3 92 .1 30 206 33+40 6 15. 1 107.2 113.0 94.9 31 206 31+50 2 15.7 110.3 119 .. 7 92.3 • 32 206 31+50 4 14.9 113. 1 118.8 95.3 33 206 31+50 6 14.3 112 .5 119.7 94.0 34 206 31+50 8 15.3 1(11 .4 118.8 90.5 35 206 31+40 "10 16.3 108.3 118 .8. 91.3 36 206 31+60 12 18.0 110.0 118.0 93.3 • 37 206 31+50 14 12 .9 105.2 117 .o 90.0 38 206 31+30 16 15. 1 108.8 117.4 92.6 39 206 31+45 18 14.7 107 .1 117.0 91.5 40 206 33+50 8 14.3 105 .1 113.0 93.0 ** The locations of tests are indicated by designating locations on lot opposite· stations • on La Costa Avenue • BENTON ENGINEERING, INC, • • Protect No. 70-4-160 Rancho La Costa, Inc. -3- • Respectfully submitted, . BENTON ENGINEERING, iNC. e By --tf'. ~ ~ • • • . ' • • • • R. C. Remer Reviewed by ) ) ?//'j'~ M. V. Pothier, Clvil Engineer I .'Distr: {4) Rancho La Costa, Inc. {2) Rancho La Costa, Inc. Attention: Mr. Burton L. Kramer 1 (2) San Diego County Building lnn,ection Vista Office (1) Rick Engineering Company BENTON ENGINEERING, INC. December 23, 1970 • Pro feet No. 70-4-16D T2 • Rancho La C01ta TABLE OF TEST RESULTS (CONT.) Approodmate • Location Depth Maximum Oppcalte of Fill Field Dry Dry Test Lot Sta ti on at Test Moisture Density Density Percent- No. No. La Costa Ave. in Feet %dry wt lb/cu ft lb/cu ft. Compaction Remarks • • 41 206 35+50 2 15.7 107~0 113.0 94.7 42 206 31+50 20 15.5 100 .0 115.0 93.9 43 206 35+60 4 12.6 112. 1 119. 0 94.2 44 185 41+90 24 17.4 107.9 113.0 95.5 45 185 31+90 36 17.2 106 .9· 113.0 94.6 46 185 41+80 26 17.5 105.2 113.0 93,2 • 47 206 31+50 22 12. 1 110.8 121.0 91.6 48 206 33+50 10 13.4 110.5 119 .o 92.9 49 206 31+50 24 17. 1 103.2 110.6 93.4 so 206 33+50 12 17.5 108.2 118.8 91.2 51 206 31+25 26 16.2 110. 1 116 .0 94.9 • 52 206. 33+30 14 16,7 I 106.2 113.3 93.8 53 185 43+90 14 17 .6 107.3 116.0 92.6 54 185 41+90 28 19.2 104.0 110.6 94.1 55 206 31+50 28 18.9 103 .4 110.6 93.7 56 206 35+50 >6 19. 1 100 .3 118 .0 91.9 • 57 206 31+50 30 18. 1 109.6 114.0 96.2 58 206 33+50 16 20.6 101.2 110.6 91.6 59 206 31+30 32 18.9 102 .8 113.0 91. 1 60 206 33+30 18 21.0 104.1 113.0 92.2 61 206 31+50 34 16.9 108.8 116.0 93.8 62 206 33+50 20 18 .9-102.7 110.6 9.3.0 • 63 185 45+45 2 14.4 109 .8 118.0 93.0 64 185 43+95 16 13.5 105 .9 113.3 93.5 65 _ 185 43+95 18 10.5 107.5 · 116.0 92.7 66 185 39+95 38 19.5 105 .1 110.6 95 .1 67 ~06 35+50 8 19.2 104.3 110.6 94.5 • 68 206 31+50 36 15.4 110.5 113.3 97.5 69 206 33+59 22 15.0 110.7 116.0 95.4 70 206 35+50 10 -17.4 99.7 110.6 90.2 71 206 33+50 24 12 .8 . 109 .8 120.·o 91.5 72 206 33+50 26 12. 1 112 .8 121.4 92.9 • 73 206 35+50 12 16.7 114.6 121.4 94.4 74 206 33+50 28 17.6 1()6.8 116.0 92 .1 75 206 35+50 14 18.9 102 .2 113.3 90.2 76 206 33+50 30 14.5 107.8 117 .o 92.2 77 206 35+50 16 16.4 109 .2 116.0 94.3 • 78 206 31+50 38 15.4 115 .0 12 J .4 94.7 79 206 33+50 32 14.5 116.2 121.4 95,8 80 206 35+50 18 14 .. 8 . 111.5 121.4 91.9 • BENTON ENGINEERING, INC • " . ~ProJect No. 70-4-16D T3 •• Rancho La Costa TABLE OF TEST RESULTS (CONT.) Apprc»dma te • Location Depth Maximum Opp01ite of Fill Field Dry Dry Test Lot Station at Test Moisture Density Density Percent No. No. La Costa Ave. in Feet % dry wt lb/cu ft lb/cu ft Compaction Remarks • 81 206 31+50 40 16 .3 112. 1 118.0 95.0 82 206 35+30 20 19.9 102 .3 113.0 90.6 83 206 33+40 34 16.4 112 .2 120.0 93.6 . 84 206 31+30 42 16.8 107. 1 116 .0 92.4 85 206 31+50 44 14.4 112. 1 120.0 93.4 • 86 206 33+50 36 13.0 114.3 121.4 94.2 87 206 31+60 46 16,6 111 .3 119 .o 93.6 88 206 33+70 38 13.7 113.2 121.4 93,.3 ·89 206 31+50 48 18 .2 106.7 115.0 92.8 90 206 31+50 50 15.2 110.5 120.0 92 .1 91 206 31+50 52 * 15. 1 111 .6 116 .o 96.3 • 92 206 33+50 I 40 * 12 .9 109.6 119.0 92.2 93 185 41+95 30 * 15. 1 112 .9 119.0 94.9 94 185 39+95 40 14.0 110.3 118.0 93.6 95 206 35+50 22 * 17.9 109.7 118.0 93.0 96 185 43+95 20 * 15 .0 113.7 120.0 94.7 • 97 185 45+45 4* 16.7 111 .2 120.0 92.8 98 185 39+95 42 * 18.7 1~ .1 113.0 94.0 99 185 37+95 2 12 .0 112 .6 121.4 92.7 100 185 37+95 4 9.2 116 .o 124.7 93. 1 • * lndi cates Finish Grade Test • ·• • • • BENTON ENGINEERING, INC, • ., f. • ;.., .,. ' +; Pro feet No. 70-4-16D Rancho La Costa T4 LABORATORY TEST RESULTS The maximum dry densities and optimum moisture contents of the mafor flll materials as deter- • mined by the A.S. T .M. D 1557-66T method that uses 25 blows of a 10 pound hammer falli~ from a height of 18 inches on each of 5 layers In a 4 inch dianeter 1~0 cubic foot compaction cylrnder, are presented as follows: • Maximum 0Rtimum Moi1-• Dry Density ture Content Soll Type lb/cu ft % dry wt Ollve·-green si I ty clay 110.6 15.7 Yellow-brown silty fine sand 119 .o 12 .o • Brown silty clay 118.8 12. 1 Yellow-brown silty fine sand 116.0 13.2 Brown sfl ty fl ne sand with scattered 120.6 10.5 grave I { topsoi I) Gray-black silty clay 118.0 13.6 • Medium brown fine sandy clay with 113.0 13.2 occasional sandstone chunks Medium brown si I ty fl ne sand 121.4 11.7 Light brown 111 ty fl ne sand 103.6 15.5 Brown clayey fine to medium sand 128.0 8.4 • • • • • • BENTON ENGINEERING, INC. \ ' . ',,,'; Olson Development Company 'I :,l I ~,r. , . } _,P., '!! ', • ' ' •• ~ 'I. ' \'' · 1!501 Nationa I Avenue S a n D l e,g o , C a I i f • 9 2 1 1 3 • , I :'-'·'' '' l ' ,:•' I ' ' ~\ ', \. ' ''' · :P;,~'-'T o._j .~~~ ,tJe..eltll.JL\, I u~, lo 1 i 1 &.,ovo't C.ou~r · . SAU lJt EAO., CAI-, 'f 'Z. l"l I . Attention: 'PI..J. fL ?>2:.U70IJ , Reference.: LA Co'i.7A 'D£: MAR-~£.L.L,4 a.o~~. Gentlemen: We are transmitting the fol lowing: 2 co?LE--~ -C!.A L..tr, -Pool-C.O .. ~tL~T~ bt\i E,b 4'--l7-1't- Foff.. -Po o a.... At--'t:. ~A'-'.JZ-z..1 ff2.,o; t1r;c,..7 to t,J • Tb-¾-is L ~ lU Lte.u oF TM-e-LA'»'T Sot'-fU~/f>o12.:r fLJ=.L.oMU &:Ub~Tlo~,. 1 ·.,. X For Approval f 2. Revised for 3 •. Quotation 4. X Remarks Approval 5 • 6 • ' 7. __ Disapproval. Please revise and resubmit for approval. __ Approved (as noted) and ready for fabrication. __ For your fi !es and use on t.h e job. 8. __ Return __ prints with . . corrections plainly shown. TM-1 ~ -;,~T~ f.\A ~ "R>Es. w vs "£1::) ~t) ~ e; s s f"ou...., 11-J -,_, , ... nu.ti-1> IT'-' A 1 t ctJS . rlsA£ £. fLBTu (t....J ~ e-o ?'t w , r ~- _c..c ~T t o o ~ , I F' AU '1 , · Very truly yours OLSON DEVELOPMENT COMPANY ~~ Construction Manager "-'',! • ',f.: ~I ' ' ,. . i ' I .... n I : . ···--'· 0 H' l,> ' ····! ' t> r 't} i··-.J ' •., ..... .. i~·r;J· ,,, ,,/ . ' ... ,,,. ,. '''\ l,,i ·r it' ' ' ' ', ·:,'\ . :) t ' ( ' i '',,,,, ', / I ,' • ~, ,q :_· r, ... : ·.\ l !, j' \'· ). ' ' 'l ' '. l ; ';1j,...,,1 ., I . ' ' \' • • ! I• •': ', -.'' ~ : • ' I • l ·.,, ·,'•. :f .·i'.i6J .·. · .t) ·. ,, . ' ' '' t ' < H I ,· . • ', .... ,,-< i' ,' ........... ;, \ ' j;J. j . ~!~f- ,· WOODSIDE/KUBOTA & ASSOCIATES, INC. ENGINEERS 2965 Roosevelt St .• P.O. Box 1095. Carlsbad,California92008. (714) 729-1194 November 15, 197 6 City o·f Carlsbad Building Department 1200 Elm Ave. Carlsbad, Calif. 92008 Attn: Mr. Ray Green Subject: Carlsbad Tra£t 73-7 ~ La Costa De Marbella - Carlsbad Municipal Water District. Ge·n t l emen: The subje~ct subdivision has completed the construction of the publ"ic water syst.em to th·e entire subdivision and the Water Dist-rict has accepted same for operation and maintenance. The District is now prepared to provide public water service to every living unit and common area within the subject sub<livisiOn at the request of the individual property owners. Accordingly,_ we advise you-that your agen~y ~an pe~mit use and occupancy .of the st ru c_tu-res_ at this t1 me.. We thank you for your continuing cooperation and coordination with this office so that all public facilities are completed. /~ ·cc: CarTsba·d Municipal.Water District- Mr .. James D. Garibalid, Trustee ' I \ V :Y tilY ~ours~ Ja~. l:?J., Distric Ca sbad~nicip 1 Water c/o Burton Kramer -La Cost-a Land Company Rick Engineering~ Carlsbad Engineer District RECEIVED . JYK/1 e In Orange.County, Santa Ana CMWD 7328 NOV 111976 CITY OF CARLSBAD Building Department Const-c-uction Set:Oices PPP.~~'19,19.µx"_t ~i~c.9.~~o~,~,~ll1/?§:i.;:~g~;-d.$ o}?~ini.~g~.g~E;Jrimet~r.~and -~~-~!£tef.'.i,.~O~.::> ~~-_.p;gj e,g.-;t: §!f~1'il)g pa<;>).£ ~9-"t tjl~::-, (i~ep,l.aq~/ji ;j.n> tj).~:,f:. individual ~nits~ please be agvised as follows: "('-...... ~ ·. A\thorough review of requirements has been.made wit..11 Mr. G. L .. Sprint ,of··the SDGtrE Company Oceanside office and Messrs. Osburn ~!t'4~~~-¥~ox;'.te:~iC~r\l!@:~~"lBµ:£lding Inspection. s DG&E Company will ~E,§~l;.~;Lk_:g~§N~~~f!c:~h-en tl~~ following-:· conditions are satisfied: \ . ~ { i 1 .\./ The swimming a..'ld ther~~Y pools are to be completed as permitted ~n-1?.1.:: ~"'l~ finaled by the . Building Inspection Department. This will require the following_·work being performed: ;er,._ .~:·Lr. C(?l;}1P,;~tt.9P:!~terin9 or pools a."ld instal.l all safety equip- ,~--..... ·•,!i-.h,.,. me-ntr.i ,,,."t' . .,., ... ,,,.,., . · ~.....,...,t":.,..;. rJ ..,.· ,. .. ·,,.:;,~ ,.,.a,..~;,.,.rU->' . .,._..,<ft • • b~ Provide security fencing for-both-pools. (The rental fenc- ing with locked· gates presently scheduled has beert~~pproved.) c. FUrnish and .. install all scheduled pool operation equipment .. · d. Provide permanent gas supply to heaters and any miscellaneous· items of relate~ plumbing. e. Provide temporary electric supply for equipment operation and "safety-off" all electric outlets not in use, as directed by Building Inspection Department. f .. Provide ceiling scuttle and locable, vented door for pool equipment room .. g. SDG&E Corapany requirements include a notice of final inspec- tion for the pools as, pe·nmitted, completion of gas application form which includes project legal description, address and (714) 453-1225 Post Office "j3ox 22340 San Diego, California 92f 22 ,_ J" ~- iCJonitruc iion <cost rconsdliing --....__,_.._.,_,. • •-> ----•---.• -~ • .:...._, --•· .,.-. ... _ • .,-, -----~·---• • •-• -~·--·--• n_.., __ ,. •• ••-·--··- California First Bank \.r ,;f •-,} ,;t.t~~~ ~~~/ l. ~ i ~ ' -2,;. - sufficient lead . . ,. . ~: - 2.-tL:~ %e'i'gasC:suppiyL.,(hoUse side) for firepl.ace~, .. in _,ind~Vidual units ~ . is to ~ comp.le:J;ed. and no·tice of final in~pe~uoli,;,p:royide~ to ,;::.-r;tr;i SDG.E~ COmpap.y} tl_-rhere~will be the same appli_i::ation;::fO~; _require- mentir1'as.:;:·2lpp-ljs i:<:P'pbo·l~f<i "P:n;-) Spe:efifid~ti;ifo~aonl-~111. be required for relocation of several. -gas,.··1supply--r1s'ers:i.:1:.·work to be performed by SDG&:E Company at 1 ••••••• cus~omer expense and will. require approximately 30 days lead ,,_,.;,:-'$,I'-. time~ · }i:1e~~~~~h·g!, cfµ:-: i't;~~f ·'.are1 ;acpompiished1":lfi!~~-a ·_time~Y,~---f asnion:,:, tbere:;.,~(J. 'sho:u-:tq.:: be:.-'·no ·'problenf ·gettih.gs,;.-g'ajs ,met1rs :· sel:1,-aheaa:,:'on::t(the ,deadline. _: .... .;:"'~~ • ..!. \! ~ t~;.:·_a...:tJ~ -1~1 :r,. ~ .!:'!--,-;) :.-.-·),: :{ .. ,;L,,~ ;:7-~t ::t:~;·t!· .~: ;2rr?;ct ~l~~ ~ :"': ). :.t i·)t_~~· ¼ : -~·-11 o·l .t-~:lt:-~t.L."::.~:.:.e~·.;t ... t ::'! ... -:~~ _t}"v>'::-:J~ t~t,:...'.')iI:-:e· ,~.:.: .. _..:.;. t•b:~"" '-~~~ r,,, ... Q~:~':;~f;~·isit~~ ~:;,f--::~1c~:~ a:z1-u. ~~1~::: .. ~1;~~:1t"-~A~ (~}iJ)urt1 {?J:. .. ,1virt·~a: S;Ccu:i;iti~ fcat:1,~i.t'lg .ft'1r b~)tl1 i.~;~l:.11.s .,\ i.;1,.-r ·;v;!~·tl1 1-oaj~riil rta.tf~~ ;:;;:r,;st~J:,t .. lv Sc.!ii1~d.t:tl~d • ,J • ,'l ,..;i; ';; -;.-•0P"l",._,!'':_ _.,·1 <',:i ..,., :,, 'l "?-.; ,-\ ._, "' -,,. .. ~ ... .:.:~--~~···· :~ ·/· j ~ J., ~'"'-.;;~-:"/ '""~ \: =~):(;.(J. .. > ~~-,~{'/;~: Cth;i~1:.1.n.~/ .r:~:$~11'.ii.:t:-r:.?.ftt~::i'A:-..:!} j.1.:e::.::..J\t,:..\•]J!J :;i itC.:t ... i:_:;t:,> 1:;;j_: ~,;·;:~ ;}~t~;~l~:?.;;;1:f;~r.i!s~-;r;;·,~·~~t;:;~;.;1 c.~r;;~;~ft~~7~~:.:· t/i 11 .. . a.s fJ:'.! .. °!ru.i·!:·i:.:~~tl ~ri~1 L~1 ~,i.i.ll Ct":, {_ ·-,--, --~. \. :. ... '\ .. -• -. '":e r -· _._ ,.'.1~ ........ ~.;~ ... ~~ 4•- ~1~-~:i ~'".A2'·i~1.i:.:.2~-::; .. 011; at!.J.c:i{;:; an~~i I P A U L Y. K O s. H I & A S S O C I A T E S CONSULTING STRUCTURAL E~GINEERS 155 N. SAN VICENTE BLVD., BEVERLY HILLS, CA. 90211 • TEL. 655-5603 May 22, 1974 City of Carlsbad Department of Building & Safety 1200 Elm Avenue Carlsbad, California 920o8 Attn: Richard S. 0sburn Director of Building & Housing RECEIVED M.I.W 2 4 1974 CITY OF CARLSBAD Building Department Subjectl La Casta De Ma.rbella Condominium Project 2245 La Casta Avenue Carlsbad, Calif~ 92117 Dear Mr. Osburn: We have reviewed the soil report submitted to us by Benton Engineering, Inc. dated April 3, 1974. The report covers the additional information that we had requested on our letter of March 11, 1974, and April 3, 1974. Enclosed are copies of the re-designed foundations that comply with all the recommendations of the Soil Engineer report. If you have any other questions please call or write to me. Very truly yours, PAUL Y. KOSHI & ASSOCIATES -~~ Paul Y. ~hi PYK/mm encl. "·) ::]\';,: ' -~, -'. ' ·, _.'·,.~ .: • , .... ,.J-... .....-...... ~:,_-, ,1;, __ , ; ' ( .,~· ,i~;' ,' ,'• .~1" ,, l 1·' ;_," ••• \ ~~·: _ ... • '~-:, :, ~ ,~: .'-:' ! -- , , ,, ;; , I'•, , • '1,. ' '\r , , ~., ,.. .' .. ,'-1.. ,; ':., ' • ,•...,. ,'r \', ' -:-;~-, ~ !-• ' ,'ft'( ,,• ' : '~-/ t~-, • -. , • I • ,\'' , i~. ' {:,.;,;.J<' ~-.. , ·-: . '~ ·/, ,•.;·: ·. ' ·-:8 ,·.:;;;:: ::1:: ::~ .. ·.:::-:-', ' :/"' ·!~! .. ~ : . . ,. ~.-'• ' ' -/~·. -', :,·::_~\·~.// ·\' J ', t ,,•,'' ,:,;~,,:, d• : ' ~. ',1 ~;.. ~ --, • • "! ' ' ' .. · '::.:BCt~Pti4~':°0E~T •· ,•'i 1·:' . ' ,,,· ',,, ',.,,:..;./ '',•I .· '.~ ' ' ., ,. •' '-:·'·. 1' ,l,,i' \'' ·,:;.:-.··_·:·.:::· .. :.J~r~-.-;i~·;: .. ~uga'. •:'._ -:· : .·· .. . . ... :. , ; 'La ::c9~t.a __ .qe .. MarJ)t1!la · As.soc,. ·_ , . ·: ,:._49,t4_ .Rebii. Ro•d· . 1 ... :-.-····-s .. · ··· ... ts·.t.··· · :-:·c 1 · 9·2111: k-'.:. :.>'\:a.~.-·~ .. eg.o, _a .• .. '' ··~, ~ ' -. -;.· ·-.·> ,,i. 1 ' ,· 1 ·: :. I :, ' ''' ";·. •'!:·, •i :, 1 , ,· _ o. ',',, ,.\ ·,.,' ,._,., : '<'·.;· ·.-· ·r. .(S·t).BJEcT':'. ' La' Co1Jta · ae Marbel,l.a!l' CQtldQttd.n~unr· Prej:e,Q:t;_,-.: '~. '•'\:;:i"); :; :: /'·.•;_' ' '.;_·-':· <_:;·;,':~ . <.·1, · · · :· · , .. •• • 2245 ta cd•t• .Av~~,· carlaha:~",'1:'da1;. .. '.'·~.9,·2,1a::17:-:1·,t,~:· ~.-·:,.,: · 't: ~>> · ~··> .. _;; .t.,::"·'·-\i1: '\ .. :l;,;.:-:.:::::._ _:__ ' ·::-._.·./ :., '?_ (: ,s·~:·::f\'~< 1._:.~ ·. s .. }/:tf,~;:t!})}f;:,:~\~-.-·::. _/_:< . · _.:. , ·-near Mr~·-Muga: , · . , . · · . , .. ,. .' {'.'/i . ..,.;·,.•;t. r' .• ,~ : · >., ·1.~ -~ i,.·:', . · ... ,;;·:;-, .:, ; ,:~'~/l ... ,: '.(• :'., l t ' \ , I ',;, ~> ,, ,: -~~~~\/,'::?.t:,~,·,:~)~/~',1,~:•,-\1~;~~·~·~~,:~~ ,_,~~,i•'~ ','-::\fi ~ '~~ .t:::_.:,>· .Tbi.$ ·department requests· that 'the'· sti'.ti~.turif, iriefin~Eit--'-~6t:i;fy-t--·~:~}t-;) :,.;,. :· i\ :::· . .-·~ni8 ·.office ·th-at be has copies o(,t)t~:{~s~~±4ijt:~~J?Pri;:~·f:n~~,ti·f:,:-./.\· .. :?:., .. ~< ,-_./:- 1 .. ·'. .. _-.:,:.:,_. .. 72-1·2-.7A, ·Jan.· 4, 19?3, "-Jlih :::_lli~-:3:~7\, ,:;t ·,;'J~t-~-:;.~~.,.rAp~~;l-. i,t,. ylt9'].~-"'(,:: .. i/·:· :-::·:.:_,_,-:. p._:;·/./ 73-_7_-lS•DF i· A~g. 29·, 197~ i. Aug •.. 3~! "' 1~7.3-i,:··~~g~.;· ·l:9 ,· _;J:;9'7:~?~/'.:~e~~• flf. :·\:f .• : : . .'· .. ·-·>~ j 1 ·;:., .. ·. •197~,-, _ ~ov •. 6:, l~7l ~ ?eb •. ~, 1:97 3. -~t~;~;!+· -ij~QC?\~~' ;Pe-~q~~i::~J:,_\Ail~~.'.t-'~~t~~.,.· -:~ ( __ ::,~ . ~;::; · :, ··:·:~t /S·, ··.-., · h,-~ -has-d~signed the. fou-nd_atio~a _to: :-kc~o~~-da:t~.' :h·h.e· .~ $~~4e..~µ:;-~~-'.1~. _: .-. ·., ·' -:\:/_.:;.:~. :::.~l;, ! ·:·: .. _ -_, .... acc.ord~nce -.:o t1'e so!,ls ·.c9~ditlort:E!J-•. 1 , ~~~5>,-,·:-.)t·ha,t+ _lie· b;tt~·(.d~,-.1:g1,1,-~:..-:· · ·/:·_·\._, ::<//TI · \:· .: ___ th~ .~ounaa1d~ns· on the reco~nd~ti~~'.lf f·~)~;~~-::·~~~t~----~n!:t:f-,~~~~·:./J}i .... :./. ;5 ·::'/~·(~.:~ \_·:: :·~' -'/l'h;i.'$ -~£,flee ·must -~ave in. writi.ng:··t~~·-·~~--~~~~~~::,~l!\~.~-. ::fi(~\l~~Jj.¥~1-ii~p:s,_ .. , .. ' ··; '\:: _._ < -: -\" . arc, µesi.gne.d .to. th• soi.ls ·. cc;>nditions-, ~f:· ;~P,'.~, .. ·prQJ:'~:ot~t~· :·'/<1{ii·$,:. ):J ~~ptt.l-a-··-.c ·: .>· > ·: ·._;;: · .. _. : it ){·•~on•··1~ ~rid~tOW be tore ,~Y ~h:•:P,~~:I1~tl:;t;~;)t{?i;;fi::tt \ ,·.t( :(} rr ·>; . ;~,,:;~i,P.~,Y_·:,"-.·:~~-_.'.'.,.·_;,~_\:.::::·.:·-,,~.---· : .. ·:,;·: ·::•'-'·;:· ::,::·:-, ,1;:_-~._-, ... _·i_:,::::·.•_; ___ '.._::·.~.~;.~.->_:~::_:·.... ·,c:::=.:. :.,:,, < ':> -..... -.fr:: .. J '· • ...-.r. :-,r. , .. .-·.-. I:···.··~·-J~f··: .·· : :'.-: ·,. -,, -.: '.\; .·· ·· · . ·: ····:~;~:.~,.\~v;f \ :~:)i; ;:;})'. \j,: · · ·· .. : ·: · · • ·n:i~e·¢:tor·. O'f ·: .. Bu:ilding·: and·: Housfng. ;-.: · · · ·_. .. : ' ~•> 1·''.·:J( .. ,. . ' i--/. _:__ ·Rso/~'k . , .. ~. ',:, '.·-:,;,: • ,, ,·. • • 1• \>::: -·e~Q.•:_.; B:ali~o~ Engiheer:in;g-.. t:' .. ).'·;-: c.o .... ·-Paul Koshi and Assocjat,as ) .>; ,• . ,------~-~, ;.; ·~ ' ' ~ ' ,, ~' t• . ',, i ' ·-,• \ :._} ' , '\ , '., ,. ,. ... '' ' .. ,, ' '.- ' .... , ' :, ·.: '~: . '·'1 ;··· , ' . ,, .: ', -~· ,.r, •, .'.,: ., ... ' ,. i', ,-,• ,._(, J 'f I ' ' p,"'"'·El·'N""\JO"DO~ ~-~ .. .J :t· : U}''i. -. '\ t \. r~ b9 : ,:· ... ·· ·:; ,, REC~IVED samuel wacht associates, a.i.a. architects • -engineers • planners \ / . \ NDV 3 1975 11818 wils-hire boulevard los angeles, ca.lifornia 90025 477-4267 879-0046 CITY OF CARLSBAD Building Department October 31, 1975 Mr. Joe H. Schaeffer, Jr. c/o Southeastern Resources 5384 Poplar Memphis, Tennessee 38117 Re: La Cos ta Marbella 58 Unit Apartment/Condominium 2245 La Costa Avenue La Costa, California Dear· Joe: \ I am urgently requesting your atten.tion to the following conditions at the above project which require immediate . measures to prevent substantial damage. " As you know, we are approaching the rainy season and in accordance with previous rainy Seasons, substantial damage . to the project might be caused by same. Although I have not visited the s:Lte in approximately four months, I am certain that most of the following conditions ·require your:innilediate attention: 1. · Certain slopes are non-conforming and in an · · unstable condiiton. 2. Grading work is incomplete arid will affect . proper site drainage and water control. 3 •· · lmproper compaction and subsequent erosion could un4ermine foundations and/or cause structural damage to the improvements. ·· 4. Possible non~_~ompliance of adequate structural framing of certain buildings. . ,_ ,, -. t, I. . ., ' ,, r . October 31,' ·1975. Mr. Joe H. Schaeffer,' Jr,: · c/ o Southeastern· Resources . . , ~ ' ' ' -' 5, ~nadequate and/or improper waterproofing ·iS in evidence ... I am looking forward.to hearing from you as.sciori'as possible re arding the .above, .. SW/prp· :· ·cc:: . ., 1· ,, '-', ,: ·: ,,; . ,• •.'A •, .<. ,. BEM Developers 4924 Rebel Road San Diego, California·92117 City of Carlsbad Building Department 1200 Elm Avenue Carlsb,ad, California 92008 Attenti'on: Mr. Richard Osborne, .Director Bank of Tokyo .. , Southern California First National··Bank.· P.O. Box 11367 : San 1Diego, Californ,ia 92111 · 1 Attention: Mr,· Tatsuno ) . . .. / ,', ,~ . ' j, "' ~'.". F"~' 1 v h§_ 1112 .;e & n,,e.nr fl¢-'' ,mo AJA; :;o 1-1,, 114N u 1 M; r-hnt t;lffl\ifl' lfi.~,;w , __ h•-'ff ::;y. /d2- PAUL Y. KOSHI 8c ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 11515 N. SAN VICENTE BLVD., BEVERLY HILLS, CA. 90211 • TEL. 655-5603 City of Carlsbad Department of Building & Safety 1200 Elm Avenue Carlsbad, Calif. 92008 Attention: Dear Mr. Green: April 3, 1974 This letter is in reference to our letter (March 11, 1974) to your Department in response to your request that the Structural Engineer verify that he has complied to the recommendations and conditions of the Soil Engineer report. (Letter enclosed) ~o this date we have not received any additional information from Soil Engineer, on the westerly portion over·the existing sewer line and therefore co-qld not approve the pouring ~-f any foundations, until we have had opportunity to review the soil data that we have requested. Thank you for your cooperations in the matter. Very truly yours, ~KOS~ Pa~~ President PYE/mm Encl. cc: Dick Chambers RECEIVED CITY OFl CARLS[ f\D Building Depart! i',e.-n ~ .. .,. 1 ' ...... • -i1 • i • ' ,\ ,l '-.,:. • ·,1 CALIFORNIA I • INTERIM R. E. FINANCING, 8155 MERCURY COURT, BLDG. 7 F. IR' ST ·BANK P, 0, BOX 11367, SAN DIEGO, CALIFORNIA 92111 (714) 294-4404 . .October 23, 1975 City of Carlsbad Building Inspection Department 1200 Elm Carlsbad, California Attention: Bob Nelson Re: Extension of Building Permit La Costa de Marbella -La Costa Gentlemen: Our bank is in the process of foreclosing on the subject 58 unit condominium project, locat:ed on La Costa Avenue. We expect to acquire this project ~t the foreclosure sale scheduled for November 20, 1975. Ar;; i:;oon as this project. is owned by 'the bank, we shall proceed with completion. We hereby request a 120 -day extension o:f the building per!11it •. CP:clq. Very truly yours, . Corn~~ Real Estate Loan Officer RECEIVED OCT 2 4 1975 .CITY OF CARLSBAD .Building Department ~~ ~-·« oiiITCJ.:""..4'.'Cosrif7fti~ .• ·0wn' at &fkj:.f'-4. '· . :@'B'Y:;fµ:~-Ti).: ·. ·'.-· ·= , -, ,_ , ,-.~;,\, >~ ··-"r··:;;;>'""ti2 , .. ,;:t,1::,, · J , · ·· '· , ·"·' ,·~ ,·, .. • ''., '· .. ;1,,-µ,""~t.:!:''~~ti:f;il,•.:•\i,!',..::·.~ ... .,,1,;"',~•~;S.;:,.,,,~r:~ ... ,._, ~ , ''; }>.,. ' ,' \ .· Contracf1>r· ~ . •• ~ rrJ:-&' ~U~ . .. , ·, ·. · -. "·"" iJ:..; -~~-jtdA S'!~X *'l,~. 6£/· · fMl~lng 1,.:2-Cjttf:._ '""-f/:~:__., . '/:,_.,?~..::. 17 . ..,. . ";,-!:e,i~/. ,/,§7~t,,tf-¢·;;.:-·G4$~ ,· t-,;,.{.l:_:. i, . · · • . Plum~lng -. , -·-·MM.,. • .L._ ::> '2-C: ?.: 3 · · . -. . . El_....,.,.,, . 7/1,-1<.zv -· . -. . ,.,.,r, ...... ·-. -~.,....., . /4 . -' ' ' ' ' -, ~-. ' .. l'owerP e,-1, a:+~-· "'4. ~ Mechanical . "9---'-M ,z -I 7 , . t1. . . _ . ;rtumb11""tnd_,, •. -,,,,i;/(,;0-g,,~ _SkJ~ -~-.. '. ·. -, .· Sewer ... ,.., 1 .. ii· ( .. · --~,; =~-;;:,;q4~?/'"'; . .. .. , ... · ·. · ... · • V .• List of Sv~s ' ' ' ' . .. ' ' ' ' ' . ' ' . . . ' -c~• . ' . l Swtmrnlnr,i, P~l · · ~· · · · .," · · ' · "· ~ . . . . "' r;,-· > • ~ • . . :·'-•• , .,;... ..·.~-·-' "'· (i';,,~.y>f ,./UJ-u:1£!1.~: . · .. ,,: .··t · - l · · . r. ·. · •· . · · ".· ·. -.. . . _. -• • '' ~ ,, -' ' ' ' : : , • ' > : ,_ B91fellng . . · · . . .. e, . -. Plumbing · ·, , . ;~-. ~l., :2 · Efectrlo .,,..._....,.......,_...,.,,., __ ~,...,. ·, ,,,., :·,.,-. i, , ~ · Fe~e, Wcdls, etc. · . -· · .: · _ : ~ ,\· }~ . . Electrt<; -.,._..__,,..._,,__ · · · .1-,,, · -•• ~ ~IY .·,·.~--4:,L''• Fliiaf . .. . . . · ni-{·; -~; ·. -. . . . · • · -~ . ' ' . . -. . ' ·\}' . ' ,, G»~~~ . 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AVENUE 96 :26 BUil/Ji/VG · ·12; -)IL-# 'lli '.!J ',2,Y BUILD/IVG -,, 'b • ' '· , 7 @ ' _,_ . .----CUl<.B .c.::: @ /2: .@ -(§ LIN£ i ® BUILDING ')'(' ® @0 ' -J±_ /()2- ------- ® . ·---, 3UIL/J/NC. ·@··''/)"··· @·· 10 ·_..f=:.... '_·la . '·. . ,· . .@ •. @) ,,,, ® 23 ~. ··~ @·(§ @J @.· 3U}L£2/NG· · ·----@· -- . . @ @ @ 0 @,,;. @,,;;;,, ,,;:,, . ,.·~·· . . ... · . . . el '<:::? f!!; -& = . ·. . . \ ·. .· " . :. ~ 8 ·'·. ' ···· .. ·@) . .. . . \ \.·e_ .. - ' ' .-_ , ,' _" ,. " < .-. . -;--. . . ,, // h·.tl·· ... ··.)! · ... · { .. · . . --:\ l" A ----------- N REV/SEO: Z-/0-/f!)7G-Addad Lt,cal/onol'C'<,tn,P.cu:•led Ft/led Ground pieced clvr1Mq fhe pen'od be/weer, Jc1nuar;1 29, and Fe.6- ruar:; ?, !&7G. {Pre:/ecl No. 71P-l-200) -11.;_ . @) @) .... · .·· ...... · ·,,:;,,. .·•. .· .· .®•·'CJi··· ·.·/Ji';,······ .... · @@' -~ -.. --J,·t'[;).X:31 156 -.· :· .. · . .-_·/:~·-_·-,-:. _,._, .. @®. (§) @) f7; BENTON SAN •· ' @) @® 0 .··.· . ·@¼j' . . ' '64 v.:::; '-·-. -- @® ENG DIEGO, CALIFORNIA !NEERING, INC. t.:.'.}\'.·:):j ildicates Approximate Location of Coml)Dcfed Filled Ground 2-/0-f'ZJ7G LOCATION OF COMPACTED FILLED GROUND LJ Jnd1cotes Approximate Location of Compacted Filled Ground ---0---Indicates Approximate Cut-Fill Line ~ Jndic<1tes Approx1m<1te Top of Compacted Fill $/ope _ _}L_;__ Indicates Approximate roe of Compacted Fill Slope 0 Indicates Approxltn(Jfe Verricaf Depth or Fill in F~et Q Indicates Approximate Location of Field Dens;fy Test SCALE : DRAWN: DATE: LA COSTA CARLSBAO, OE MARSELLA CALIFORNIA J" "•O' ..-IA.RC- PROJECT NO. DRAWING NOV. 5,1974 73-?-lBDF 70-1-'ZOv' NO • I\ ., ----,, .,.. ., ., --- ® ·\' -,---. . . . _-·_. . •. > '~ @r -.. @i® . . ··i&·· . '@·····0·· ·., .•. t4o . .-_. -__ . . -,.: ·- ',