The URL can be used to link to this page

Home My WebLink About2830 AVENIDA VALERA; ; CB920864; Permit5 BUILDING PERMIT Permit No: CB920864 O$/L-/9& 10: 45 Project No: A9201924 Pag4 1 of 1 Development No: Job Address: 2830 AVENIDA VALERA Suite : Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-460-25-00 Lot#: 17 I Valuation: 212,693 Construction Type: VN 9010 08/3/92 0001 01 02 Occupancy Group: R3/M1 Reference#: 92-636 stmr IS%#?&7.00 Description: 2365 SF + 661 SF GARAGE PLAN 4 Applied: 08/24/92 : PHASE 1 Apr/Issue: 08/25/92. Validated Ry: MDP Appl/Ownr : FLELDSTONE/LA COSTA ASSOC. 619 546-8226 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 *** Fees Required *k* *** Fees Collected & Credits *** - ____________________-------- Fees : Adjustments : Total Fees: Fee description ___________--------_ Building Permit Plan Check Strong Motion Fee or manually enter Enter F.M.F./G.M.F Enter "Y" to Autoc Enter "Y" to Autoc Enter "Y" to Autaca * BUILDING TOTAL Enter "Y" for Plumbi Each Plumbing Fixtur Each Building Sewer Each Water Heater and/or Gas Piping System Each Vacuum Breaker .oo 350.00 12,787.00 Ext fee Data ___________----- 1035.00 673.00 21.00 2200.00 3871.00 Y 3573.00 362.00 Y 530.00 Y 12983.00 7.50 Y 40.00 6.50 2.50 2.50 5.00 310.00 06 408. oa PLUMBING TOTAL Enter "Y" for Electric Issue Fee > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Each Install/Reloc Appliance Vent > x MECHANICAL TOTAL Single Phase Per AMP > Install Furn/Ducts > Each Hood/Fireplace > 0 0 125 0 0 1 4 1 0 64.00 10.00 Y .25 31.25 41.00 15.00 Y 9.00 9.00 4.50 18.00 6.50 6.51) 49.00 ClTY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 1 FINAL BUILDING INSPECTION I DEPT: BUILDING ENGINEERING FIRE PUNNING U/M PLAN CHECK#: CB920864 PERMIT#: CB920864 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 4 WATER DATE : PERMIT 04/23/93 TYPE: SFD ADDRESS: 2830 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: 7/23,/q&APPROVED 2 DISAPPROVED - - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER +,A 8 !93 APPROVED BY: INSPECTED: INSPECTED DATE INSPECTED DATE BY: INSPECTED: APPROVED INSPECTED DATE BY: INSPECTED : APPROVED )o DISAPPROVED - - DISAPPROVED - - DISAPPROVED - r FINAL BUILDING INSPECTION .\ DEPT: BUILDING ENGINEERING FIRE U/M N CHECK#: CB920864 p" .WIT#: CB920864 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 ADDRESS: 2830 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA 4 WATER DATE: 04/23/93 PERMIT TYPE: SFD DATE INSPECTED: s/z/lr! APPROVED - / DISAPPROVED __ INSPECTED BY: INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED __ FINAL BUILDING INSPECTION * DEPT: BUILDIHG ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920864 PERMIT#: CB920864 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN 4 PHASE 1 WATER DATE : PERMIT 04/2 3/93 TYPE: SFD ADDRESS: 2830 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA BY: INSPECTED: +m APPROVED - / DISAPPROVED - DATE INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - 4 4 e-4 CITY OF CARLSBAD INSPECTION REQUEST f PERMIT# CB920864 FOR 05/06/93 INSPECTOR AREA PY DESCRIPTION: 2638 SF + 661 SF GARAGE PLAN 4 PLANCK# CB920864 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2830 AVENIDA VALERA STE : m: 17 APPLICANT: FIELDSTONE/LA COSTA ASSOC. PHONE: 619 CONTRACTOR: PHONE : OWNER: PHONE: PHASE 1 OCC GRP R3/Ml REMARKS: XH/ALLISON/438-0468 SPECIAL INSTRUCT: TOTAL TIME: CD 19 29 39 49 LVL DESCRIPTION ST Final Structural PL Final Plumbing EL Final Electrical ME Final Mechanical / CT COMMENTS '\ **+** INSPECTION HISTORY ***** DATE 030893 030493 030493 030393 030193 030193 022493 022293 021893 021793 021193 020393 020293 020193 012993 012993 123192 101492 100292 DESCRIPTION Gas/Test/Repairs Exterior Lath/Drywall Gas/Test/Repairs Gas/Test/Repairs Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough Combo Rough Combo Rough/Topout Rough/Topout Rough/Topout Shear Panels/HD's Rough/Topout Roof/Reroof Ftg/Foundation/Piers Underground/Under Floor ACT INSP COEnaENTS AP PY AP PY AP PY CA PY NR PY AP PY NR PY AP PY PA PY co PY CO PY NS PY AP PY co PY AP PY NR PY AP MP AP MP AP MP UPSTAIRS BEDROOM (EAST) CEIL SEE IWSP NOTES OK To WRAP PERMIT# CB9 DESCRIPTION : TYPE: SFD JOB ADDRESS: INSPECTOR AREA PY PLANCK# CB920864 OCC GRP R3/M1 CONSTR. TYPE VN Y LOT: 17 2830 AVENIDA VALERA STE : CITY OF CARLSBAD INSPECTION REQUEST 864 FOR 02/17/93 2638 SF + 661 SF GARAGE PLAN 4 PHASE 1 APPLICANT: FIELDSTONE/- COSTA ASSOC. PHONE: 619 546-8226 CONTRACrOR: PHONE: OWNER: PHONE : SPECIAL INSTRUCT: REMARKS: RS/ALLISON/438-0468 INSPECTOR TOTAL TIME: t --RELATED PERMITS-- PERMIT# TYPE STATUS CB930072 ISSUED CD LVL DESCRIPTION ACT COMMENTS 14 ST Frame/Steel/Bolting/Welding 24 PL Rough/Topout 34 EL Rough Electric 44 ME Rough/Ducts/Dampers ***** INSPECTION HISTORY ***** DATE 021193 020393 020293 020193 012993 012993 123192 101492 100292 DESCRIPTION Rough Combo Rough/Topout Rough/Topout Rough/Topout Shear Panels/HD's . Rough/Topout Roof /Reroof Ftg/Foundation/Piers Underground/Under Floor ACT co NS AP co AP NR AP AP AP INSP PY PY PY PY PY PY MP MP MP COMMENTS OK TO WRAP 7895 convoy court Sin Diego, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292.066 GLUE - LAM. FABRICATION STRUCT. STEEL ASSEMBLY wnicn REOUIREO APPROVAL BY PRE-STRESSED CONCRETE REINFORCED GYPSUM . (UIR DCIIOM. nc4An v- 0 INSP". DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS: REMARKS, ITC. INCLUDKS INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMIDI NUMBER. TYPE. b IDENT.NO*S. OF TEST sAMPCLa TAKEN: STRVCT. CONNECTIONS (WIELDS MADE. n.1. BOLTS TORQUIED) CnceKcoz LTC. I I DATE OF REPORT REGISTER NUMBER 7895 Convoy Court San Diego, California 921 11 Phone 292-066 PROFESSIONAL REGISTERED INSPECTIONS, INC . . -- --- --- FOR WEEK < I ENDING ON ...... dih.2 .... 6 ............, 19L. INo.p$// COVERING WORK PERFORMED 3 REINFORCED CONCRETE 0 STR~CT. STEEL ASSEMBLY GLUE - LAM. FABRICATION THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING .................................................... WHICH REQUIRED APPROVAL BY ~PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER 0WN.ER OR PROJECT NAME C0NSTR.MAT.L. (VYPE, GRAOE. CTC.) DESIGN STRENGTH - 1 LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS. PROGRESS; REMARKS, ETC. INSP'N. DATE INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMED: NUMBER. TYPE. b IDENT.NO*S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS IWELOS MADE. H.T. BOLTS TORQUED1 CHECKED: ETC. Cr- DATE OF REPORT REGISTER NUMDER PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court t15 Eian Diego, Cab 92111 JOB NO.: 4911 ~~ JOB: FAIRWAVS ADDRESS : 2830 AVENIDA VALERA OWNER: FIELDSTONE COMPANY CONTRACTOR: MUELLER LEWIS CONCRETE CLIENT: MUELLER LEWIS CONCRETE ENGINEER : JEM 111 ARCHITECT: BERKUS GRQUP BLOG AUTH: CITY OF CARLSBAC! INSPECTOR: JEFFREY GAYLER PERMIT NO,: CB92-0864 PLAN FILE! FIELD SAMPLE OF: CONCRETE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LOT""n3 MIX NO.: 6525 MADE BY: JEFFREY GAYLER PROPORTIONS: SLUMP: 5 " ADMIXTURE: @ATE MADE2 10/20/92 TYPE OF CEMENT: I1 DATE RECEIVED: 10/22/92 CONC. SUPPLIER? NELSQN & SLOAN SOURCE OF ROCK: TICKET NO,: 4 04 0 8 it INSPECTOR SIGN: LABORATORV TEST OATA 7 DAYS 19 OAYS 28 @AVS 28 DAYS SPECIUEN MARKINGS: 9284 1 92842 92843 DATE TESTED: 10/30 11/17 11/17 AREA-SQa IN 28 + 28 28.28 28.28 ULTIMATE LOAD-LBS: 54500 . . e UNIT STRESS-LBS: . : 1930 . SPECIFIED STRENGTH AT 28 DAVS-PSI: DISTRIBUTION: 'MVELLER LEWIS CONCRETE FIELOSTONE COMPANY JEM I11 CITY OF CARLSBAD 2500 1 ENGINEER n n -. _.._ ... FOUNDATION OBSERVATION REPORT 0 ADDlTIONAL OBSERVATION REQUIRED PERMIT NO.: PIAN FILE NO.: I I ]A SUBSTANTIAL CONFORMANCE ~ 0 PURPOSE OF OBSERVATION 0 7 0 0 (r- 0 Other: 'j. ,: f i , -- ,.* 12 Verify soil conditions exposed are similar to those anticipated. Verify footing excavations extend to minimum depth recommended in soil report. 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. - f', ' - ,- ," 0 APPLICABLE SOIL REPORT ITIZE: FLk,,$, 1 hd.,... i ,,, 7-2 3 *?-- R/,rr/loy, 1 d/ (2 / DA~: 7-d- 24,ot 0 SOIL REPORT RECOMMENDATIONS BASED ON SS ExpansionCondition; OVERYLOW OLOW . KMEDIUM HIGH 0 VERY HIGH E9 FillGeometry 0 Other: FootingDepth: Eli2I"Es jX181"~s OUINCHES Interior Slab Reinforcement: 0 &10/10 0 6~&6/6 13 NO. 3 Q 24 INCHES ' 0 NO. 3 @ 18 INCHES Slab Bedding Material and Thickness: Foundation Width: If yes, identify and dmi dsubtantial co~mmce with soil Report (see "Purpose of mation.). 0 Substantial con&mnmce with Foundation plans. 0 MINIMUM FOUNDATION RECOMMENDATION Footing Reinforcement: 0 NO. 4 T&B 0 ZN0.4 T&B 0 NO5 T&B OTHER: /.JT Vapor Barrier: FOUNDATION PLAN REVIEWED: YES0 NO v 0 OB ERVATIONS: 0 Other: 0 COMMENTS: NUIE IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOIW CONTENT WIU BE MAINTAINED. PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court IC15 San Diego, Ca. 92111 JOB NO.: 491 1 JOB: FAIRWAYS ADD R E S S : 2830 AVENIDA VALERA QWNER: FIELDSTQNE CQMPANY CONTRACTOR : MUE L L E R LEWIS CONCRETE CLIENT : MUELLER LEWIS CONCRETE ENGINEER : JEM I11 ARCHITECT: BERKUS GROUP * BLDG AVTH: CITY QF CARLSBAD INSPECTOR: JEFFREY GAYLER PERMIT NO. : c~92-oa61.t PLAN FILE: FIELD SAMPLE OF: CONCRETE MIX NO.: 6525 PROPORTIONS: ADMIXTURE: LOCATION OF SPECIMEN IN JOB QR STRUCTURE: LOT #17 MADE BY: SLUMP: *JEFFREY GAYLER 5 " DATE MADE: 10/20/92 TYPE OF CEMENT: 11 DATE RECEIVED: 10/22/92 CONC, SUPP.LIER: NELSQN & SLQAN SOURCE OF ROCK: TICKET NO.: 4 0 4 0 8 1.r INSPECTOR SIGN: LABORATCRY TEST @ATA 7 DAYS 19 RAYS 28 DAYS 28 DAYS SPECIMEN MARKINGS: 92a~+ I 92842 92843 DATE TESTED: 10/30 11/17 11/17 AREA-SQ.1N.t ULTIMATE LOAD-LBS: 54500 72500 72000 UNIT STRESS-LBS: : 1930 : 2560 : 2550 SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUELLER LEWIS CONCRETE F IELESTONE COMPANY CITY QF CARLSBAO JEM I11 2500 ENGINEER ' 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC San Diego, California 921 11 FIELDSTONE COMPANY cot4 TP. DOING REPOR rEo WOPK 1/2" 8, 7 STRAND, 270 KSI CABLE, MIX #6525, MUELLER LEWIS CONCRETE LAB. RECEIVING L TESTING CONSTR. IAA1.L. SA\*OL.E~ GAUGE 8C826, GAUGE #C8105 INSP'N. DATE - -. I P.R.,I., INC. ----__ - L3ChTIONS OF WORK INSP€CTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. 1,ICL';DES IHF04LTA TION 4EIOIJ r - ALAOIJNTS OF MATERIAL FLACED OR WOAV PERFOAhIED: tJU*IBER. TYPE. & 13E'I ?.*l'O'S. -)r .E57 9nrAr'.cs YhYFrl. 51nlJrT. C@*l*IECTlONS 174FI CS'.rArF, 1i.T. BOLTS TOROUEDI CUECYCD: ETC. Lot #2 0 3 i1 4 # 5 d 6 #7 f 8 #9 # 10 bll #12 #13 814 #15 #16 4T17 The post tension concrete work requiring special inspection was, to the best of my knowledge, in conformance with the approved plans and specifications and the applicable workmanship provisions of the Uniform Building Code, 83 thru 11. 3203 Sitio Rosalia 3207 Sitio Rosalia 3212 Sitio Rosalia 3208 Sitio Rosalia 3204 Sitio Rosalia 2808 Avenida Valera 2810 Avenida Valera 2812 Avenida Valera 2814 Avenida Valera 2816 Avenida Valera 2818 Avenida Valera 2820 Avenida Valera 2822 Avenida Valera 2826 Avenida Valera 2828 Avenida Valera 2830 Avenida Valera CB920-840 CB920-848 CB920-855 CB9 20-859 CB920-849 CB920-84 1 CB9 20-83 6 CB920-860 CB920-850 CB920-861 CB920-843 CB920-837 CB920-862 CB920-851 CB920-863 CB 9 2 0-8 64 1988 Edition. Inspection reports Lot 1109 lll0 11111 8112 #113 1114 #115 #ll6 #117 ill18 #126 #127 #128 . 8129 #130 2825 Vista Mariana CB920-839 2823 Vista Mariana CB920-866 2821 Vista Mariana CB920-844 2817 Vista Mariana CB920-854 2815 Vista Mariana CB920-834 2811 Vista Mariana CB920-857 2809 Vista Mariana CB920-846 2807 Vista Mariana CB920-858 2805 Vista Mariana CB920-835 2803 Vista Mariana CB920-847 2811 Avenida Valera CB920-845 2813 Avenida Valera CB920-853 2815 Avenida Valera CB920-838 2817 Avenida Valera CB920-865 2819 Avenida Valera CB920-852 28 Day Compression test that did not reach the required PSI Lot #3 - 2940 - 45 Days #6 - 2970 - 60 Days Remaining lots did meet required PSI. /d 384s. DALE REGLI SIGNAC~RE OF REGISTERED INSSF- -2~ r 4/12/93 280 -cj <'E.'.. ,,**: DATE OF REPORT