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Home My WebLink About2531 Navarra Dr; ; 73-3553; Permit-- BUILD~G PERMIT APPuchl10N 1 • Permit No ::73'-?S,5:453 C!~f CARLSBAD, CALIFORNIA Applicant to complete numbered~a~ ly. Phone 7 29-1181 92008 JOD A.DOR ESS 0 '- N~ if--4 ,; 0 ~/ ,J'J _,,;. 14/ CnJ>._ .... _~n z II) "" ► l..OT NO. -·-I BLK I TUCT T ;xi 0 LEGAL I tOsn AT~CHED SHtETl 0 ~ 1 OESCA. >-rr 39 L.; mrl.t 1 nn p ;xi "' OWN EA MAIL AODlltESS Zl P PHONE Cl\ Ill 2 Bwv 4287 <17CU Gt .. 1 rAn Of~.~ ,rn111 ' CONT .. ACTO .. MAI l. AOOAESS PHONE LICENSE N/, '?7 3 f: ~ J ... T"t'I .,; C, AlltCHITC.CT OR DESIC:NEII MAIL ADDRESS --PHON"E LICC.NSE NO. -- 4 _-;.. --__ . _ .:,Lie. --. ---. .. . ,--.;. --·-,.. r.:• I"' '--........ -"' £.NGINCER --~ MAIL A0011tt.SS ------PHON( -• ---,--------· LIC(NSE NO:----·- 5 t1. n_ ,rnt'\,r.,"t,. ii', :f\C')r, __ ,i..,.-4,.. .... n .... ,..,,...""-,. .... ~ ,c t ·-:i1t 11 . ·~---;;,,,, LENDER MAIL ADOIIIESS .. BlltANCH -- 6 •r,~ 1),-.,.,,f. ,l:I -• 11""'.t'"Wl't',, 1 ·• • --1~..C ,...., •l"!1n"" nt---_ .. ,.: .. . USE o, 9UILDINC --. --C 7 ' ·.;,-. I; . d, /"h,t ~/' .A.·h~i (~_/Vl~.N'V'S --;y...,..:1-, 1 8 Class of work : □NEW 0 ADDITION 0 A~TERATftlN 0 REPAIR □MOVE 0 REMOVE 9 Describe work : 10 Change of use from 1; Change of use to r,,1./ f A ( 1' ~ _=.,,.-~ ~ -I -- 11 Valuation of work: $ !Pl rid/I PLAN CHECK FEE I PERMIT FEE 1:2,r SPECIAL CONDITIONS: , Type of Occupancy j(~.e.-,-Const. r Group Division Size of Bldg. No. of ,J Max. (Total) SQ. Ft.5bQ Stories J 0cc. Load Fire Use Fire Sprinklers APPLICATION ACCEPTED BY PLANS CHECKED BY APPROVED FOR ISSUANCE BY zone ? Zone ReQulred □Yes □No No. of OFFSTREET PARKING SPACES: ,.,<-y, ;1 /,,, 11 Dwelling Units Covered j Uncovered NOTICE Special Approvals ReQuired Received Not Required SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-ZONING ING, HEATING, VENTILATING OR AIR CONDITIONING. HEALTH DEPT. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC- TION AUTHORIZED IS NOT COMMENCED WITHIN 60 DAYS, OR IF FIRE OEPT. CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A SOIL REPORT PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-I MENCED. OTHER (Specify) I HEREBY CERTIFY THAT I HAVE READ AND EXAMlNEO THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. I' SIGNATU"C OP' CONTRACTOIII OR AUTHOIIIIZIE:0 AGENT (DATE) SIGNATU,.£ or OWNEIII Ill" OWNER l!IUILOER) (OAT£) WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK. f'-1.0. CASH --· -. INSPECTOR -0 n, 3 :z 0 ALVARADO SO!LS ENGINEERING WIWAM G. CAJUN C1vll f.ng lnNr ,.,o LA ...... OOUUVARD RE CE I VE ~EPHONE LA MESA, CAUfOlNIA 92041 .,,'J..J000 April 8, 1974 City of Carlsbad Departme11t of Building Inspection 1200 Elm Avenue Carlsbad, California 92008 Subject: Project No. 20B6C MAY 7 1974 CITY OF Building 5ARLSBAD epartment Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. La Costa Area, Carlsbad, California Gentlemen: This is to infonn you that on this date, Lloyd Coffer compleced the special inspection of garage floor slab, lines 5 to 3, 2 to 1, A to E, and lines 5 to 1, [ to H, on subject project for 24 Unit Condominium, Building No. 1. The placement of concrete and reinforcing steel was in accordance with the plans and spetifications and the Unifonn Building Code. Any welded wire fabric was all lifted into place during place- ment of concrete. The concrete mix design was as follows: Nelson Sloan Concrete CJmpany No. 335-1-530 N. T. E. 1304 l2b0 470 41 l" Rock Sand Cement Water The water-cement ratio was not exceeded. Total Cubic Yards Placed -82 1/2 Starting Time -7:30 a.m. Finish Placing -3:15 p.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks w1l l be reported when the L&boratory Work is completed. Distr. 'I) Addressee \fi) City of Carl sba':i 1200 Elm Avenue Carlsbad, Calif0rnia 92008 Attn: Mr. Nelson, Inspector (l) Mr. Ralph Bwy 4287 47th Street Suite 1 San Diego, Califor~ia 92115 WJWAM ll. <ATUN Civil l.nglnHt AL 'YARA DO SOILS ENGINEERING HJO LA MlSA &OULEVAID LA MESA, CAUFOlNIA 920'41 May 13, 1974 City of C•rl sbad Department of Building Inspection 1200 Elm Carlsbad, California 9200B Subject: Project No. 20B6C Special Inspection of Foundation and Structur~l Concrete 24 Unit Condominium, Building Nos. l and, 2 2533 Navarra Drive ---·--ra Costa Area, Carl$bad, California Gentlemen: FoNarde,d herewith are tile results of the 7 day break for the concrete pour macle on April 29, 197 4. Please refer to our lett<!r of April 29, 1974, same subject as above for details of the placement. Respectfully submitted, (~iU: ~x.£ ~G. Cat1\~,iiim Distr. ,: I) Addressee Encl. mkd (l) M,r. Ralph Bwy .,,-, 4287 47th Str~et San Diego, Cdlifnrnia 92115 WILLIAM G. CATUH Clvll WglnMr ALVARADO SOILS ENGINEERING 7UO LA MllA IOULEVAlD I.A MUA, CALIFORNIA 92041 April 8, 1974 City of C,rlsbad Department of Building Inspection 1200 Eln Avenue Carlsbad, California 92008 Subject: Project No. 20B6C Gent l emer,: Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. La Costa Area, Carlsbad, California This' is to infonn you that on this date, Lloyd Coffer compleLcd the special inspection of garage floor slab, lines 5 to 3, 2 to 1, A to E, and lines 5 to 1, l to H, on subject project for 24 unit Condominium, Building No. 1. The placement of concr~te and reinforcing steel was in accordance with the plans and specifications and the Unifonn Bui lciing Code. Any welded wire fabric was all lifted into place durin~ place- ment of concrete. The concrete mix design was as follcws: TEUPHONE ~~-62-3000 Nelson Sloan Concrete Company No. 335-1-530 l'JC4 1" Rock Sand Cement Water RECEIVED 1£60 470 N. f.E. 41 The water-cement ratio ,;as not exceeded. Total Cu~ic Yards Placed -82 1/2 Startirg Time -7:30 a.m. Finish Placing -3:15 p.m. tM\Y l 1 1974 CITY OF CARLSBAD Building Department One set of 3 cylinders were e,btained during concrete placement. The! 7, 14, ar.d 28 day breaks wil 1 be reported when the L&boratory Work is completed. (~~tfol ly sul;;ni tted, ~1 G. Ca 1n, RCE 11579 Oistr. Addressee City of Carlsbad 1200 Elm Avenue Carlsbad, California 92008 Attn: Mr. Nelson, Inspector Mr. Ralph Bwy 4287 47th Street Suite l San Diego, California 92115 INSPECTIOI~ • TESTING • RESEARCH • DEVELOPMENT p===================·-=======· ====l REPORT <)F COMPRESSION TESTS FIL~ NUMBER ___ 42 0044 DATL-4-15-74 JOA NAME _____ 2 ·1 Unit Condominu.r. ADDRESS ______ ,2533 Navarra Dr. Carlsbad, Ca. ARCHITECT_ ____ Derk Vyn & George Dueker ::6l CONCRETE 0 MORTAR 0 GROUT 0 GUNIH □ ENCINf,ER ____ _ Cllt:NT _______ Alvarado Engineer l ng Tr.#373 Tic.#E-037278 LOCATION IN STRUCTURE. ••. Bldg. Nu.l, Garage flr. slab CEMENT ________ .. ______________ Riverside Type II ADMIXTURL _________________ Pozzolith 300 SAl~D ________ • ______________ Nel:.on Sloan ROCK ________________________ Nelson Sloan MIX NO. OR PROPORTIONS •• 335-1-5.30 -5.30 Sks. Tlt,.'.E IN MIXER, minutes ____ l hr. SLUMP, inches. __ .---------6" MADE ey ____________________ L. w. Coffer I LABORATORY NO. 2371 2372 2373 l--f-V_,_,_R,,_K _______ 4-~l,,_-_.H.,___, 4--=.2_·--'-'H-----1~3,._-__.H,___ ___ l--------l------~ DAH MADE 4-8-74 DATE RECEIVED 4-9-74 DAJ'E TESTED 4-15-74 Dl>.METER, indes 6.00 AREA, sq. inche,; 28.27 MAXIMUM LOAD. lbs. 50,000 COMPRESSIVE ST~ .. psi l, 77G AGE TESTED. days 7 days ! ,...,..,....,...., n.-, -,r-, ,,,,,r ") r:.An ,-.i:-i..l W r.:>1 ~• ,:.i 1,1/'\1 .J ,.. , ...1v .... U~JI r WT.ICU. FT (nla,1,c) . 5-6-74 90,300 ,,-1 _.., 3,190 .,,- 28 Days DIS fRIBUTION: (2) Alvarado Engineering I ' .. __ _ .) ALVARADO SOILS ENGINEERING WIWAM O. CATLIN Civil EnginNI 7130 LA MESA IOULEVAlD LA Mi.SA, CAUFOlNIA 92041 May 7, 1974 City of Carlsbad Department of Building Inspection 1200 Elm Carlsbad, California 92008 Subject: Project No. 20B6C Special Inspection of Foundation and Structural Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the results of the 7-day break for the concrete pour made on April 8, 1974. Please refer to our letter of April 8, 1974, same subject as above for details of the placement. Distr. (2) Addressee Encl. jed (1) Mr. Ralph Bwy 4287 47th Street San Diego, California 92115 TP..fPHONE 462-3000 , ALVARADO SOILS ENGINEERING WILLIAM G. CATLIN Civil Enalnur 7830 LA MESA. BOULEVARD lA MESA, CALIFORNIA 92041 March 23, 1974 City of Carlsbad Department of Building Inspettion 1200 Elm Carlsbad, California 92008 Subject: Project No. 20R6C Special Inspection of Foundation and Struct~ral Concrete 24 Unit Condominium 2533 Navarra Drive La Costa Area, Carlsbad, California Gentlemen: Forwarded herewith are the re,ults of the 7-day and 28-day breaks for the concrete pour made on February 21, 1974. Please refer to our letter of 2/21/74 same project number as above, for details of the pl a cement. Respectfully submitted, ,{:;t_e44-![?_:tfc_ William G. Catlin, RCE'~ll'""5~79~-- Distr. "21'Addressee mkd ( l ) M~. Ralph Bwy 4237 47th Street SHn Diego, C1liforn1a 92115 TELE.PHONE 462-3000 • FILE No Joo ADDRESS 'YEAR Lab, No, C29 -- 662 • 663 ,~::~;ro• 1/~31}J ~ TESTING ENGINEERS, INCORPORATED 3467 KURTZ ST .. P.O. BOX 80985, SAN DIEGO. CA 92138 1714) 222-1185 OAKLAND SANTA CLARA LOS ANGELES SAN DIEGO ====·=-~-=-·~·-.=-=======================-=!.~==-~ ---- SUMMARY OF COMPRESSION TEST RESULTS PAGE- 24 llnit Condominium MIX No 350-75-550 SPEC 28.DAY Sm _____ 3000 PSI 2533 Navarra Drive Carlsbad, 1974 DATE CAST MO. DA 2/21 California L.OCATIOH IN 51 HUCTUBL Bldg. ill, columns and Lines B2,B3,C2,C3,D2,D3, 20B6C-Fl, 20E6C·F2,20B6C-F3. Made by L.W.C, TYPE Tl CLMEl~T Sey .SPEC SLLJ!,\P IN ADMIX AGG SlH ___ IN 1-----------------------~-----ULTIMATE COl,\PHESSIVE STREt-.JGTI{ PSI SLUMP IN . 7-0AY 2330 ---·--·-OTHER----~ 26-0AY Tt::.T RESULT!> AG£ 3680 60-day Disc, MAIL DATE AtlD IIIIT!ALS 2/28/74 {l) Alvarado Soils Engineering Company (1) Nelson-Sloan Concrete Company tHC:kh ALVARADO SOILS ENGINEERING WIWAM O. CATUN CMI En;lnHr 7830 LA MllA IOULEVAH> LA MlSA, CAUfORNtA 92041 April 8, 1974 City of Carlsbad Department of Building Inspection 12D0 Elm Avenue Carlsbad, California 92008 Subject: Project No. 2086C Special Inspection of Foundation and Structural Concrete For 24 Unit Condominium, Building No. l La Costa Area, Carlsbad, California Gentlemen: This is to infonn you that on this date, Lloyd Coffer completed the special inspection of garage floor slab, lines 5 to 3, 2 to l, A to E, and lines 5 to l, E to H, on subject project for 24 Unit Condominium, Building No. l. The placement of concrete and reinforcing steel was in accordance with the plans and specifications and the Unifonn Building Code. Any welded wire fabric was all lifted into place during place- ment of concrete. The concrete mix design was as follows: Nelson Sloan Concrete Company No. 335-1-530 N. T. E. 1904 1260 470 41 l" Rock Sand Cement Water The water-cement ratio was not exceeded. Total Cubic Yards Placed -82 1/2 Starting Time -7:30 a.m. Finish Placing -3:15 p.m. One set of 3 cylinders were obtained during concrete placement. The 7, 14, and 28 day breaks will be reported when the Laboratory Work is completed. Distr. Addressee City of Carlsbad 1200 Elm Avrnue Mr. Ralph Bwy 4287 47th Street Suite l TEi.EPHONE 462-3000 Carlsbad, Colifornia 92008 Attn: Mr. Nelson, Inspector San Diego, California 92115 .. - INSPECTION • TESTING • RESEARCH • DEVELOPMENT REPORT OF COMPRESSION TESTS FILE NUMBER __ 420044 DATE_-4-15-74 JOB NAME _____ 24 Unit Condo:ninum ADDRESS _______ 2 533 Navarra Dr. Carlsbad, Ca. ARCHITECT _____ Derk Vyn & G0orge Dueker ;6J CONCRETE [] MORTAR [l GROUT D GUNITE 0 ENGINEER _____ _ CLIENT ________ Alvarado Engineering Tr.#373 Tic,#E-037278 LOCATION IN STRUCTURE ____ Bldg. No. 1, Garage flr. slab CEMENT _______________________ Riverside Type II ADMI XTURL _________________ Pozzoli th 3 00 SAND _______________________ Nelson Sloan ROCK ________________________ Nelson Sloan MIX NO. OR PROPORTIONS __ 335-l-530 -5.30 Sks. TIME IN MIXER, minutes ____ l hr, SLUMP, inches.------------6" MADE BY _____________________ L, W. Coffer LABORATORY NO. 2371 2372 2373 1 ___M0=RK~-------+~l~-H'-=_---,1--=2--1=1---+~3~-~H~--t------+------, DATE MADE 4-8-74 DATE RECEIVED 4-9-74 DATE TESTED 4-15-74 DIAMETER, inc he, 6. 00 AREA, sq. inches 2 8. 2 7 MAXIMUM LOAD, lbs. 50, 000 COMPRESSIVE STK, psi l, 770 • AGE TESTED, da1s 7 days REQ'D PSI at 28 DAYS 2, 500 UNIT WT./CU. H. (plastic) J DISTRIBUTION: (2) Alvarado Engineering RESPECTFULLY SUBMITTED, £outl1e.~11 CaQi~o.,11ta Vestu,g ~a6Dnotony BY R: &~-2#,.//;:;. .