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Home My WebLink About2332 TERRAZA RIBERA; ; CB901150; Permit• 08/15/90 11:49 Page 1 of 1 B U I L D I N G Job Address: 2332 TERRAZA RIBERA Permit Type: SINGLE FAMILY DWELLING Parcel No: 215-582-15-00 Valuation : 174,996 P E R M I T Str: Permit Project Development Fl: Ste: No: CB901150 No: A9001256 No: DEV89063 Construction Type : VN Occupancy Group: R3/M1 Description: PLAN 3 PC Class Code: CT 84-46 90-290 2325 SF 422 Status: Applied: /,_~~f:sf:' 07/06/90 07/06/90 DC : SF GARAGE PHASE 5u.),!.l.-4~:__ CONTRACTOR FIELDSTONE OWNER *** 5465 MOREHOUSE DR #250 SAN DIEGO, CA 92121 FIELDSTONE CORPORATION Fees Required *** *** Fees: Adjustments: Total Fees: Fee description Building Permit Plan Check Strong Motion Fee 11,978.00 .00 11,978 .0 0 Enter , y, to Autocalc P .F.F. F.M.F./G.M .F. and Zone(99} Enter , y' to Autocalc Lacosta Enter , y, to Autocalc Bridge or manually enter M.F.F. TIF Fee Enter Park-in-Lieu Dist#(9} twice * BUILDING TOTAL Enter "Y" for Plumbing Issue Fee Each Plumbing Fixture or Trap Each Building Sewer Each Water Heater and/or Vent Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL Enter Uy II for Electric Issue Fee Single Phase Per AMP * ELECTRICAL TOTAL ($10 Minimum} > > > > > > > > Enter , y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL Apr/Issue: Validated By: Lie. C 402826 619-546-8081 Lie, OWNER Fees Collected & Credits *** Total Credits: Total Payments: Balance Due: Units Fee/Unit 1713 .00 4.00 .0 2.50 1.00 6 .50 1.00 2 .50 1.00 2.50 2.00 2 .50 100,00 .25 1.00 9.00 4.00 4.50 2,00 6.50 .00 250.00 11,728.00 Ext fee Data 902.00 586.00 12.00 6125.00 y 310.00 06 670.00 y 530 .00 y 1713.00 983,00 11831.00 7.50 y 37.50 6.50 2 .50 2.50 5.00 62.00 5.00 y 25.00 30 .00 15,00 y 9,00 18.00 13.00 55,00 7437 08/15/90 0001 0 02 1172 • CITY OF CARLSBAD L APPROVAL 1N~Pi.M"""--DATE __ CLEAR r--~-----~~Att<.~ 2075 Las Palmas Dr., Carlsbad CA 92009 (61 CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB901150 FOR 09/26/91 DESCRIPTION: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 164 TYPE: SFD JOB ADDRESS: 2332 TERRAZA RIBERA APPLICANT: FIELDSTONE COMPANY CONTRACTOR: FIELDSTONE OWNER: FIELDSTONE CORPORATION PHONE: PHONE: PHONE: INSPECTOR AREA MP PLANCK# CB901150 OCC GRP CONSTR. TYPE NEW STR: FL: STE: 5468081 619-546-8081 REMARKS: MH/RUDY/529-9964 PAGER SPECIAL INSTRUCT: INSPECTOR ___________ _ TOTAL TIME: CD LVL DESCRIPTION ACT COMMENTS 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ---------------------------------------- -------------------- ***** INSPECTION HISTORY***** DATE DESCRIPTION 071091 Interior Lath/Drywall 071091 Exterior Lath/Drywall 062091 Rough combo 061891 Shear Panels/HD's 061891 Roof/Reroof 061891 Rough/Topout 061891 Gas/Test/Repairs 061191 Roof/Reroof 060491 Roof/Reroof 121390 Ftg/Foundation/Piers 120590 Underground/Under Floor ACT AP AP AP PA AP AP AP AP NR AP AP INSP PY PY MP MP MP MP MP TP MP MP MP COMMENTS OK TO WRAP OK TO WRAP DEPT: BUILDING FINAL BUILDING INSPECTION ENGINEERING ~PLANNING U/M PLAN CHECK#: CB901150 PERMIT#: CB901150 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 164 ADDRESS: 2332 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA RECEIVF:O SEP 1 7 1991 WATER DATE: 09/16/91 PERMIT TYPE: SFD ============================================-------=-=-==-=-================= INSPECT~ D«!rfl DATE 9p5 K INSPECTED: APPROVED DISAPPROVED BY: INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED =-=--=-------------==-====-==-=--=-==-=-==-=---------------=-=--=-=-==----=-- COMMENTS: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING PLAN CHECK#: CB901150 PERMIT#: CB901150 FIRE PLANNING PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 164 ADDRESS: 2332 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA U/M _,,,--;-·\ ~ DATE: 09/16/91 PERMIT TYPE: SFD ===============================-============================================= INSPECTED ~ DATE APPROVED ✓ BY: INSPECTED: q-23-9/ DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ==========================-====-=======-====--=-=-==-====-=================== COMMENTS: FINAL BUILDING .INSPEC ON DEPT: BUILDING ENGINEERING FIR PLANNING /M WATER PLAN CHECK#: CB901150 PERMIT#: CB901150 PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 164 ADDRESS: 2332 TERRAZA RIBERAC \,, 7"•tt CONTACT PERSON/PHONE#: /438-0468 SEWER DIST: LC W DIST: CA DATE: 09/16/91 PERMIT TYPE: SFD -=--=-==-=-==-====-----=-=--=-=--=-=========-------=-===-==-=-=-------=-=---- INSPECTED DATE # ~ DISAPPROVED BY: P[L. INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ============================================-------=-==-=-=================== COMMENTS: J FINAL BUILDING INSPECTION / / ',, DEPT: BUILDING ~NGINEERINV FIRE PLAN CHECK#: CB9~ PERMIT#: CB901150 PLANNING PROJECT NAME: PLAN 3 PC 90-290 2325 SF 422 SF GARAGE PHASE 5 LOT 164 ADDRESS: 2332 TERRAZA RIBERA CONTACT PERSON/PHONE#: MARK/438-0468 SEWER DIST: LC WATER DIST: CA U/M WATER DATE: 09/16/91 PERMIT TYPE: SFD =====================-======-=-======-======------=-========================= INSPECTED /./AP. DATE ~-1'£-'l/ BY: INSPECTED: APPROVED L DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED INSPECTED DATE BY: INSPECTED: APPROVED DISAPPROVED ============================================---------=-=-=-===========-=-==== COMMENTS: BOUTH■RN CALIFORNIA BOIL AND T■BTING, INC. 6280 RIVERDALE STREET. P.O. BOX 20827. SAN DIEGO. CALIFORNIA 821 20 (61 BJ 2B0-4321 67B ENTERF>RISE STREET. ESCONOIOO. CALIFORNIA B202e (61 BJ 746-4e44 REPORT OF COMPRESSION TESTS FILE NUMBER 8912271 Alga Hills □ATE December 26, 1990 ASTM (C39) ~ CONCRETE 0 M□RT...,R ,)08 400RESS 2332 Terraza Ribera -Lot 164 0 GROUT UVVNER 0 GUNITE ARCHITECT Robert Bowl us Associates Permit #CB901150 D Er"-JGrNEER JEM III CONTRACTOR Fieldstone l CJCATION IN STRUCTURE l.EMFNT N. W. corner of slab-on-grade II ADM1.><"T1 HE Sorrento i MIX '"[; OR PROPORTIONS 'I TIME IN MIXER, MINUTES :_;L L,Mp rNCHES Sorrento 5500016/5 sack 67 5 MS TRUCK NO 75 TICKET NO 1:38690 LF'ABR1r:ATE'O BY Tested by: DJ ~~~-==""'======,=====a;-======r=====,====;==-===r-~----, I l.ABORATORY NO ~~AR~- 2------1-------+----+----+----+-----+----i 7553 7554 7555 i DATE MADE 12-17-90 QATE RECEIVED DATE 'ESTEO O!AME:TF.:R. INCHES APEA SQ INCHES MAXIMUM LOAD, LBS CCMPAESSIVE STR. PSI AGE TESTED, DAYS RE □ 0 PSI AT 28 DAYS UNIT WT/CUFT(PLASTICJ 12-18-90 12-24-90 6.00 28.27 62,000 2,190 7 2,500 D1sTR1suT1□N (3) Ben F. Smith, Inc. (1) JEM III (1) Sorrento Ready Mix (1) City of Carlsbad 1-14-91 99,000 3,500 28 Discarded SOUTHERN CALIFORNIA BOIL AND TESTING, INC. AEVIEWE □ BY: 11t,L/ 6k£L: Michael B. Wheeler, R.C.E. #45358 BOUTHl!RN CALIFORNIA BOIL AND T■BTING, INC. 6280 AIVER□ALE STREET. P.O. BOX 20827. SAN DIEGO. CALIFORNIA. 92120 (S 1 S} 280-4321 679 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA e202e {S 19] 74B-4'544 REPORT OF COMPRESSION TESTS Fil E NUMBER 8912271 Alga Hi 11 s □ATE December 26, 1990 ASTM (C39) ~ CONCRETE 0 MORT..._R .,lJB ' •'-DDRESS 2332 Terraza Ribera -Lot I 164 UVVNEA I ARCHITECT Robert Bowlus Associates I Er-JGrNEER JEM II I l CONTRACTOR Fieldstone ' ~ OCAT1CJN IN '=,TRUCTLJRE '\111X ·"tJ CJR PROPORTIONS ! Tll\,1£.. 1,"'J MIXER MINUTES :;L L,MP INCHES F-AEJR1r_:ATE'O BY LTeste_d by: DJ r----- N. W. corner of slab-on-grade II Sorrento Sorrento S500016/5 sack 67 5 MS TRUCK NO 75 0 GROUT 0 GUNITE Permit #CB901150 D TICKET NO 138690 ·, ASORATORY NO 7553 7554 7555 r\,1 ARK 2 QA TE 1\,1 ADE DATE: RECEIVED ~JATE TESTED 2 1 Al\,1E: TF.:R. INCHES ,.:1,1::=if:A SQ 1NCHES C\/1AX;MlJM LOAD. LBS COMPRESSIVE STR. PSI AGE Tf:STEO, DAYS RFQ Cl PSI AT 28 DAYS LJ''Ji T V✓ r/cu FT {PLASTIC) 12-17-90 12-18-90 12-24-90 6.00 28.27 62,000 2,190 7 2,500 DISTRIBUTION (3) Ben F. Smith, Inc. (1) JEM III (1) Sorrento Ready Mix (1) City of Carlsbad SOUTHERN CALIFORNIA BOIL AND TESTING. INC. REVIEWED BY ntLf4fdwe--- Michael B. Wheeler, R.C.E. #45358 SPECIAL INSPECTION SERVICE ■IGIITUID Southern California Soil & Testing, Inc. ... lll¥IIIIMU ff .. P. 0. .. 211117 ......... CM.If' ---PNOIII. ...... , No. J'h:n.71 iro•·--•• aND1Ne 01111. " I □ H 1..-Qllao C-Tl CJ-~-• STHSRD COCIIITI □ R[INFDIIClD Ml-Y Q STIIUCT, STll1. •s-.Y □ GLUl • LMI. •-ICATICIII □ HINFDIIClD G>P-□ OTNU □ PIL[ 0111/ING A■CMIT&CT ·N•t~S• \.c,,,.,,,_ :rrr --T IMIP''M. DATI LOCATIONS Of WOIK INSPECTED, TEST SAMPLES TAKEN, WOIK REJECTED, JOI P■OaLEMS, IIIOGIES$, IEWAIKS, ETC. INCLUOZ.S I_Nf'OaMATIO .. ••ouT ~ &MOUNTS Of'MATCIIIIAL •i..&CI.D 011 wo•• •• , .. ,o ..... o, NUMeCfl. ,. •••. • IO&NT. NO'S. Of',. ... ,. ...... -~··,. ......... , sTIIIUCT. CO ... NllCTIONIIW&LOSMAO& .... T. •01..TS To•ouco1 CM&c••o-&TC. 2 3 <-I ci 70 I 7 I ' , CIRTIPICATIDM DP COMPLIANCE I HIUIY CIITlfY THAT I HAYI INSNCTID AU Of THI AIOVI HPOl'flD W0111<. -OtMIWISI N0ffl), I NAVI ,_ 'TMIS WO .. TO COMJII.Y WITH THI AHIOVIO ftANI. INClflCAftONI. AND IJ'PI.ICAM.l SICl'IONI o, -GOVIIINING IIIILDING LAWS. '' ' ' , ,• ' , ✓A (" I (' e r" r2 Cd (' r} ~B , !5 Cd cu ;-? .;--...... ' -f- 0c II I 70 11S-o ., 90 I I 3 9o Ir "51 0 (J I I /9 'IO I I J"i- 1o I' )2. "i o I I ?0 'f'U 11 S'J Jt! I I 3G. GEOCON 1'.'IICOl\f"OR•\TE:D "'~ FOUNDATION OBSERVATION REPORT JOB NAME: __ , ..... /,;. .. "--'...:/'-'-/'--'1 sa..-_________ _ FILE NO.:_·_··_.· ___ _ LOCATION: .. -'~;, 1; ;; 0 , · DATE:...:../_: __ ~--- (ADDRESS, LOT NUMBER/BUILDING NO .. ETC.) PERMIT NO.: PIAN FILE NO.: ePURPOSE OF OBSERVATION: t:l Verify soil conditions exposed are similar to those anticipated . . ti Footing excavations extend to proper depth and bearing strata. □ Verify foundation reinforcement complies with minimum recommended in soil report. □ Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report. □ Other:. ______________________________ _ DATE: , . IL e SOIL REPORT RECOMMENDATIONS BASED ON: Jill Expansion Condition; 0 VERY LOW □ LOW iJJ MEDIUM O HIGH 0 VERY HIGH ~ Fill Geometry L,·/j :f.-,•, .. ,,J..,.,. •· ... p ... " s-· ~ .. z, □ Other:------------------------------- e MINIMUM FOUNDATION RECOMMENDATION: Footing Depth: 0 12 INCHES ,a 18 INCHES O 24 INCHES OTHER: __________ _ Footing Reinforcement: 0 NO. 4 T&B O 2-N0.4 T&B O N0.5 T&B OTHER: /.·-· ',1, -, ,. , Interior Slab Reinforcement: 0 6x6-10/10 0 6x6-6/6 0 NO. 3 @ 24 INCHES O NO, 3 @ 18 INCHES Slab Bedding Material and Thickness: a .. ,. "' Vapor Barrier:_~~~~~- e FOUNDATION PLAN REVIEWED: YES D NOlil If yes, identify and describe: e OBSERVATIONS: ,!Sl Substantial conformance with Soil Report ( see "Purpose of Observation"), □ Su~ conformance with Foundation Plans. tJ Othd'. All lb(/frx;., f1r' . 'li ... t ': ,_ J , .. ( 'r:LI/ "c'..,, L; :\J. ! t,, ... . , .... n:\ wpjob\ draft.ing\fdnobrpt.100 . , ,· ·-·~,,, ~-/''""/:-/ GEOCON REPRESENTATIVE ✓