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Home My WebLink About2816 AVENIDA VALERA; ; CB920861; Permit. - BUXLDING PERMZT Permit 30: CB32C861 '25/92 10:45 Project No: A9203922 3 1of 1 Development No : Job Address: 2816 AVENIDA VALERA Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-460-25-00 Lot#: 11 I Valuation: 212,693 Construction Type: VN mi0 wmm 0001 01 02 Occupancy Group: R3/M2 Reference#: 92--636 St&M IS~m.00 Description: 2365 SF.+ 661 SF GARAGE PLAK 4 App 1 i ed : 0 8/ 2 4/ 9 2 : PHASE 1 Apr/Issue: 08/25/92 Validated By: MD? Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546-8226 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 *** Fees Reauired **A *** 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 'Autoca * BUXLDING TOTAL Enter "X" for Plumhi Each Plumbing Fixtur Each Building Sewer- Each Water Heater and/or Gas Piping System Each Vacuum Breaker .or) 350.00 12,787.00 Ext fee Data ---_-__I-------_ 1035.00 673.00 21.00 2200.00 310.00 Ob 3871.00 Y 408. oc 3573.02 362.00 Y 530.00 Y 12983.00 7.50 Y 40.00 6.50 2.50 2.50 5.00 * PLUMBING TOTAL 0 Enter "Y" for Electric Issue Fee > 0 Single Phase Per AMP > 125 * ELECTRICAL TOTAL 0 Enter 'Y' for Mechanical Issue Fee> 0 Install Furn/Ducts > 1 Each Install/Reloc Appliance Vent > 4 Each Hood/Fireplace > 1 * MECHANICAL TOTAL 0 64.00 10.00 Y .25 31.25 41.00 15.00 Y 9.00 9.00 4.50 18.00 6.50 6.50 49.00 W CITY OF CARLSBAD 2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161 3, I FINAL BUILDING INSPECTION 1 DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920861 PERMIT#: CB920861 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 ADDRESS: 2816 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA 4 WATER DATE : PERMIT 04/23/93 TYPE: SFD DATE INSPECTED: 7/X!?3- APPROVED DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION 4 DEPT: BUILDING ENGINEERING FIRE NG U/M LAN CHECK#: CB920861 F :WIT#: CB920861 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 ADDRESS: 2816 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA 4 WATER DATE: 04/23/93 PERMIT TYPE: SFD INSPECTED +/ DISAPPROVED - BY: & DATE INSPECTED: -!5/5/93 APPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED __ 1 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920861 PERMIT#: CB920861 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 DATE: 04/23/93 PERMIT TYPE: SFD 4 ADDRESS: 2816 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED:4zg*w APPROVED - DISAPPROVED - INSPECTE DATE BY : ' INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION * DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920861 PERMIT#: CB920861 PROJECT NAME: 2638 SF + 661 SF GARAGE PLAN PHASE 1 DATE : PERMIT 4 ADDRESS: 2816 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA 04/23/93 TYPE: SFD DATE INSPECTED: w3 APPROVED & DISAPPROVED - INSPECTED BY: INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - .I CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920861 FOR 05/04/93 INSPECTOR AREA PY DESCRIPTION: 2638 SF + 661 SF GARAGE PLAN 4 PLANCKd CB920861 TYPE: SFD CONSTR. TYPE M JOB ADDRESS: 2816 AVENIDA VALERA STE : LOT: 11 APPLICANT: FIELDSTONE/LA COSTA ASSOC. PHONE: 619 546-8226 CONTRACTOR : PHONE : OWNER: PHONE : PHASE 1 OCC GRP R3/Ml REMARKS: RS/ALLISON/438-0468 SPECIAL INSTRUCT: c 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 021793 021793 021793 021193 021193 020493 020393 012993 012793 012693 012693 012593 012093 011893 121892 101492 101492 093092 DESCRIPTION Exterior Lath/Drywall Gas/Test/Repairs Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Insulation Insulation Rough Combo Frame/Steel/Bolting/Welding Rough/Topout Frame/Steel/Bolting/Welding Frame/Steel/Bolting/Welding Shear Panels/HD’s Shear Panels/HD’s Roof/Reroof Ftg/Foundat ion/Piers Ftg/ Foundat ion/Piers Underground/Under Floor ACT INSP COMMENTS AP PY AP PY AP PY NR PY AP PY AP PY NS PY AP PY AP PY STRAP @ GARAGE NR PY NR PY AP PY AP PY co PY NO PLANS AP PY AP MP AP MP AP MP CORRECTION NOTICE i APPROVEDPL S SHALL BE ON JOB SITE BUILDING 0 FOUNDATION 0 REINFORCING STEEL MASONRY 0 FLOOR AND CEILING FRAME 0 SHEATHING 0 GROUT-GUNITE FRAME 0 EXTERIOR LATH 0 INSULATION INTERIOR LATH OR DRYWALL PLUMBING UNDERGROUND PLUMBING 0 UNDERGROUND WATER 17 ROUGH PLUMBING TOP OUT PLUMBING 0 SEWER AND PUCO. TUB OR SHOWER PAN 0 GASTEST WATER HEATER . ELECTRICAL 0 TEMPORARY SERVICE 0 ELECTRIC UNDERGROUND 0 ROUGH ELECTRIC 0 POOL BONDING 0 ELECTRIC SERVICE 0 UFERGROUND G.F.I. 0 SMOKE DETECTOR MISCELLANEOUS PLENUM AND DUCTS 0 COMBUSTION AIR CONDITIONED AIR SYSTEMS 0 SOLAR 0 GRADING 0 POOL PATIO SIGN 0 OTHER TIME: DATE INSPECTOR BUILDING INSPEC~ON DEPARTMENT PHONE - 438-3550 Note: Final Inspection Required --r-+--.- -- 1- c__ . . -~-~~~~-~-- - - - - - -_ --- --A -LA-- - -_-_- - - - - - - T.-Tr--’u--uI--u Cr)'j€Plhl: HPDI OEPF?RMFC, UUI-H RF,~I~I~~FP APPPCJAC PY THE SFF,:II\I. IMT.PE,. roc2 -~.-. - -. . _. __. __A FIELDSTONE COMPANY CO'JTP. DOING REPORTED WORK 1/2" $, 7 STRAND, 270 KSI CABLE, MIX 86525, ~_. STRUCT. STEEL. ASSEMBLY GLLlE - LAM. FbeRICAf:9*i E) E I N FOPS ED CON C R E T E X FJPE-STRFSSEC CONCRETE REINFORCE0 GYPSUM OTHER R F I N r 3 PC F 0 MA SON R Y PI(.€ DRIVING MUELLER LEWIS CONCRETE 148. RECEIVING 6 TESTING CONSTR. tAAl*-. S~X'DCE~ GAUGE 8C826, GAUGE #C8105 RC(ILDING PEWMI r *JU..<~EP VISTA MARIANA & AVENIDA VALERA SEE BELOW . ~- __ .-. . -- - -. __ -- -. - . - ... - .. - .. ,PI* .A!>* ,,I Y', INSP'N.. DATE - _. c~4e.1 FI~ c -I-..,=E? I P.R.I., INC. - C3ChTIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WQRK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC. l'l'LJDE5 1P1FORhIATlO'I 4ROlJ r - AMOIJNTS OF MATERI4L FLACED OR NORV PEPFORhlED.tJ'JI~WER.TVPE, 13E'1'.'10'5. -,r 'CST TntAr! E5 yAKrbl. 5ln J'T rC'lrlECTlONS lWFl C5.4APF. H.T ROLT5 TOROUEDI SHECVED. ETr. 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 Lot t2 #3 84 l/ 5 I 6 17 #8 #9 #lo *fl #12 #13 1114 1/15 #16 #l7 of the Uniform Building Code, IC3 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 CB9 20-85 5 CB920-859 CB920-849 CB920-84 1 CB 9 20-8 3 6 CB 9 2 0- 8 6 0 CB 9 20-850 CB920-861 CB920-843 CB920-837 CB920-862 CB920-85 1 CB920-863 CB920-864 1988 Edition. Inspection reports Lot #lo9 #110 1111 5112 f113 #l14 11115 8116 #I17 8118 f126 8127 11128 11129 8130 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. //r 28'4s. DALE REGLI 7895 Convoy Coun Sin Diego, California 9211 1 PROFESSIONAL REGISTERED INSPECTIONS, INC. Phone 292-0661 INSP". DATE 32- FOR WEEK 1 No.*// I ENOINQ ON .... dJf ... k? ............., INSPECTORS WEEKLY REPORT -* 5 LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAUEN, WORK REJECTED, JOB PROBLEMS. PROGRESS; REMARKS, ETC. INCLUDES INCORMATION A80UT -AMOUNTS OC MATCRIAL PLACED OR WORK PERCORMEOI NUMeER. TYPE. b I0ENT.NO'I. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS lWCLOS MAOE, H.T. SOLTI TORQUED) CF)ECKCO: ETC. COVERING WORU PERFORMED EINFORCED CONCRETE STRUCT. STEEL ASSEMBLY 0 CLUE- LAM. FABRICATION WHICH REQUIRED APPROVAL BY RE-STRESSED CONCRETE REINFORCED GYPSUM I PROFESSIWAL REGISTER INSPECTIONS, INC, 7895 Convoy Court tl5 Sen Dfego, Ca. 92111 JOB NO.: hQ11 JOB: FAIRWAYS ADDRESS: 2016 AVENIDA VALERA OWNER: FIELDSTONE COMPANY CONTRACTOR: MUELLER LEWIS CONCRETE CLIENT: MUELLER LEWIS CONCRETE ENGINEER : JEM I11 ARCHITECT: BERKlJS GROUP BLDG AUTH: CITY OF CARLSBAD INSPECT@R: JEFFREY GAYLER PERMIT NO.: CB92-0881. PLAN FILE: FIELD SAMPLE OF: CGNCRETE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LOT # 11 MIX NO.: 6525 MADE BV: JEFFREY GAYLER PROPORTIONS: SLUMP: 1) 3/4.'1 ADMIXTURE: DATE MADE: 10/16/92 TVPE OF CEMENT: I1 DATE RECEIVED: 10/20/92 CONC. SUPPLIER: NELSON & SLOAN SOURCE QF ROCK: TICKET NQ.3 1+03710 INSPECTOR SIGN: LABORATORY TEST DATA 7 DAVS 14 DAYS 28 DAYS 20 DAYS SPECIMEN MARKINGS: 92802 92803 92804 DATE TESTED: 10/26 11/13 11/13 AREA-SQ.1N.t 28 28 28.28 28.28 ULTIUATE LOAD-LBS: 57000 UNIT STRESS-LBS: . : 2020 4 SPECIFIEO STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUELLER LEWIS CQNCRETE FIELDSTONE COMPANY JEM 111 'CITY OF OCEANSI@E 2500 J ENGINEER _- 7895 Convoy Court San Diego, California 9211 1 ' PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-066 FOR WEEK c ENDING ON df?d..i k 19r. INSPECTORS WEEKLY REPORT -*? INo.'&r// I I ...... .... ............. I LOCATIONS OF WORK INSPECTEO, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS, PROGRESS; REMARKS. ETC. INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PERFORMEOi NUMBER. TYPE. 1DENT.NO.S. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS IWELOS MADE. H.T. BOLTS TORQUED) CHECKED: ETC. PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court Xl5 San Diego, Ca. 92111 JOB NO.: 491 1 JOB : FAIRWAYS AD@ RE S S : 2816 AVENIEA VALER.4 OWNER: FIELESTONE COMPANY CONTRACTOR : MVE L L E R LEWIS CONCRETE CLIENT: MUELLEI? LEWIS CQNCRETE ENGINEER : JEM I11 ARCHITECT: BERKL~S CROQP INSPECTOR: JEFFREY GAYLER FIELO SAMPLE OF: CONCREJE MIX NO.: 6525 PROPORTIONS: . ADMIXTURE: TVPE OF CEUENT: I1 CONC. SUPPLIER: NELSON & SLQAN TICKET NO.: 4 03 7 10 BLOG AVTH: CITY C!F CARLSBAE! PERMIT NO.: CB92-0861 PLAN FILE: LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LOT b 1 1 MARE BY: JEFFREY GAVLER SLUMP: 4 3 / 4. " DATE UA@E: 10/16/92 DATE RECEIVED: 10/20/92 SOURCE OF ROCK: INSPECTOR SIGN: LABORATORY TEST DATA 7 DAYS SPECIMEN MARKINGS: DATE TESTED: AREA-SQaINa: ULTIMATE LOAD-LBS: UNIT STRESS-LBS: SPECIFIEO STRENGTH AT 28 @AYS-PSI: DISTRIBUTION: MUELLER LEWIS CONCRETE a F I E LD STQNE COMPANY CITY OF CARLSBAC! JEM 111 10 DAYS 28 OAYS 28 OAYS 92802 92803 92804 10/26 11/13 11/13 28.28 28.28 28.20 57000 77000 84500 : 2020 : 2720 : 2990 2500 1 ENGINEER INCOBPOBATED FOUNDATION OBSERVATION REPORT FOUNDATION LOCATION (if not entire building) 0 ADDlTlONAL OBSERVATION REQUIRED PERMIT NO.: PIAN FILE NO.: OPUCOSE OF OBSERVATION ~ @ A' 0 0 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. 0 Other: 0 APPLICABLE SOIL REPORT 0 SOIL REPORT RECOMMENDATIONS BASED ON dfl ,A j& 3 /j &y.Jw/, )!+j mWL+ ~ I/' . 1'- DATE: %,-& v ' L' /L ,4 Expansion Condition; OVERYLOW OLOW . BMEDIUM WHIGH VERY HIGH Wt FUGeometry 0 Other: Footing Depth: 0 ~ZINCHES ,i!f18JNCHES 0 24 INCHES OTHER: Interior Slab Reinforcement: 0.6~6-10/10 0 W/6 0 NO. 3 @ 24 ~NCHES' 0 NO. 3 @ 18 IN^ Slab Bedding Material and Thickness: Foundation Width: If yes, identiQ and describe: 0 MINIMUM FOUNDATION RECOMMENDATION Footing Reinforcement: 0 NO. 4 T&B 0 ZN0.4 T&B 0 NO5 T&B OTHER: k;3&& M.. .TfK f /, ** 4 i Vapor Barrier: 0 FOUNDATION PLAN REVIEWED: YES0 NO If 0 OB ERVATIONS: &Lstantiai codommce with soil Report (see "purpose of Otmemtion"). 0 Substantial COllffKmance with Foundation Plans. 0 Other: f 0 COMMENTS: NOTE: IT IS ASSUMED THAT ALL FOOTLNG EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCm AND THAT THE SOIL MOISIZTRE CONTENT WILL BE MAINTAINED.