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Home My WebLink About2808 AVENIDA VALERA; ; CB920841; PermitBUILDING PERMIT Permit. No: CB920841 08/25/92 10:43 Pro3ect No: A'32(11 901 Page 1 ofi 1 Develc,prnent No : Job Address: 2808 AVENIDA VALERA Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-460-25-00 Lot#: 7 Con:; t ruc t i on Type : VN 9010 08/25/52 0001 01 02 Occupancy Group: R3/P?1 Kef erence#: 92-636 St&trnT ISSrn=GQ I Valuation: 158,770 Description: 2006 SF.+ 406 SF GARAGE PLAN 1 Appl i e4 : 0 8/ 2 1 ,/Y 1, : PHASE 1 Apr/Issue: 08/25/92 Validated By: MDP Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546-8226 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 *** Fees Collected & Credits A** Fees Reauired *** *** ............................ 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 Autsc Enter "Y" to 'Autoca k BUILDING TOTAL Enter "Y" for Plumbi Each Plumbing Fixtur Each Building Sewer Each Water Heater and/or Gas Piping System Each Vacuum Breaker . 00 350.00 1.2,787.00 Ext fee Data ---------------- l035.00 673.00 21.0:; 2200.00 3871.00 Y 3573.03 362.00 Y 4 u 8 . 0 i! 530.00 Y 12983,OII 7.5c Y 40.00 6.50 2.50 2.50 5.00 31U.00 06 * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Instail Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > .x MECHANICAL TOTAL 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 6.50 49.00 2075 Las palmas Dr., Carlhd, CA 92009 (619) 438-1161 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER WAN CHECK#: CB920841 PROJECT NAME: 2006 SF + 406 SF GARAGE PLAN 1 ADDRESS: 2808 AVENIDA VALERA & 7 7 SEWER DIST: LC WATER DIST: CA .WIT#: CB920841 PHASE 1 CONTACT PERSON/PHONE#: ALLISON/438-0468 DATE : PERMIT 04/06/93 TYPE: SFD J INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - - FINAL BUILDING INSPECTION RECEI!:CT - .."- .l."T - 7 j993 DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920841 DATE: 04/06/93 PERMIT#: CB920841 PERMIT TYPE: SFD PROJECT NAME: 2006 SF + 406 SF GARAGE PLAN 1 ADDRESS: 2808 AVENIDA VALERA L/-Or 7 SEWER DIST: LC WATER DIST: CA PHASE 1 CONTACT PERSON/PHONE#: ALLISON/438-0468 ............................................................................. ............................................................................. INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED - &- DISAPPROVED - DISAPPROVED - DISAPPROVED & .- FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920841 PERMIT#: CB920841 PROJECT NAME: 2006 SF + 406 SF GARAGE PLAN 1 ADDRESS: 2808 AVENIDA VALERA &77 7 PHASE 1 DATE: 04/06/93 PERMIT TYPE: SFD CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: dT/gJ APPROVED ,& DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - * FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920841 PERMIT#: CB920841 PROJECT NAME: 2006 SF + 406 SF GARAGE PLAN 1 ADDRESS: 2808 AVENIDA VALERA &77- 7 PHASE 1 DATE : PERMIT 04/ 0 6/9 3 TYPE: SFD CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE INSPECTED: q0m3 APPROVED INSPECTED BY: INSPECTED DATE BY : INSPECTED : APPROVED INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - DISAPPROVED - DISAPPROVED FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920841 PERMIT#: CB920841 PROJECT NAME: 2006 SF + 406 SF GARAGE PLAN 1 PHASE 1 ADDRESS: 2808 AVENIDA VALERA L.07- 7 CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE: 04/06/93 PERMIT TYPE: SFD INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - .. CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920841 FOR 05/03/93 INSPECTOR AREA MP DESCRIPTION: 2006 SF + 406 SF GARAGE PLAN 1 PUCK# CB920841 PHASE 1 OCC GRP R3/M1 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2808 VENIDA VALERA STE : LOT: 7 APPLICANT: FIELDSTONE/= COSTA ASSOC. PHONE: 619 546-8226 CONTRACTOR: PHONE : OWNER: PHONE : REMARKS: BJN/ALLISON/438-0468 SPECIAL INSTRUCT: INSPECTOR TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical -- ***** INSPECTION HISTORY ***** DATE 021793 021093 020393 020393 020293 020293 020193 012693 012193 012093 012093 011893 011593 011493 011493 011293 121092 120492 120192 092592 DESCRIPTION Exterior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Gas/Test/Repairs Interior Lath/Drywall Gas/Test/Repairs Interior Lath/Drywall Insulation Frame/Steel/Bolting/Welding Rough/Topout Rough/Topout Rough/Topout Rough/Topout Rough/Topout Shear Panels/HDfs Shear Panels/HDfs Roof/Reroof Roof/Reroof Roof/Reroof Underground/Under Floor ACT AP AP NS NS AP AP AP AP AP AP AP CA CA NR PA CA AP NS NR AP INSP COMMENTS PY PY PY PY PY PY PY PY PY PY PY PY MP MP MP PY PY PY MP MP NOT TO USE GRNBRD HORIZ 1ST LAYER LID @ GARAGE SECURE C! FIREPLACE TOO WET RAIN OK TO WRAP TOO WET LOT #7 RAINOUT GEOCON r I PERMIT NO.: PLAN FILE NO.: INCOBPORATED V/J 0 ADDlTIONAL OBSERVATION REQUIRED &XJBSGYWlTAL CONFORMANCE FOUNDATION OBSERVATION REPORT FOUNDATION LOCATION (if not entire building) e PURPOSE OF OBSERVATION: 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. E 0 0 0 Other: A I( p/x+ -TdM,.::,* L -. e APPLICABLE SOIL REPORT: TITLE: 9,s I I 0 SOIL REPORT RECOMMENDATIONS BASED ON: &..t ,s-,7/$& & <L- : )&, JC* bw; f 4- fit,&, I L' / Expansion Condition; 0 VERY LOW 0 LOW d MEDIUM 0 HIGH 0 VERY HIGH Et FillGeometry / '0 Other: c e MINIMUM FOUNDATION RECOMMENDATION FootingDepth: lip INCHES H~~INCHES OUINCHES OTHER I j. +. -7 Footing Reinforcement: 0 NO. 4 T&B 0 2-N0.4 T&B 0 N0.5 T&B OTHER' ' Interior Slab Reinforcement: 0 6&10/10 0 6x646 0 NO. 3 @ 24 INCHES 0 No. 3 @ 18 INCHES Slab Bedding Material and Thickness: 9 Vapor Barrier:V Foundation Width: /% e FOUNDATION PLAN REVIEWED: YES0 NO d If yes, identify and describe: 0 OBSERVATIONS: Ld Substantial codemanee with Soil Report (see "Purpose of Observation"). 0 Substantial comance with Foundation Plans. 0 Other: /A!! 5 d& &.&e-w A 1 u) c%r: d,7,2, #d t 0 COMMENTS: PROFESSIONAL REGISTER INSPECTIBNSS INC+ 7895 Convoy Court #15 San Diego, Ca. 92111 JOB NO.: 4911 JOB: FAIRWAYS ADDR ESS : 2908 P.VENID.4 VALERA QWNER: F IEL@ST%!E CQMPANY CONTRACTOR: MUELLER LEWIS CQNCEETE CLIENT: MLIELLER LEWIS CONCRETE ENGINEER: JEM III ARCHITECT: BERKUS GROUP BLDG AUTH: CITY lCF CP.RLc76P.D INSPECTOR : JEFFREY GAY LEI? PERMIT NO,: CB92-0541 PLAN FILE: FIELD SAMPLE OF: CONCRETE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LnT #7 MIX NO,: 6525 MADE BY: J E F F R E Y GAY L E R PROPORTIONS: SLUMP: I+ 3 /I.! 1' ADMIXTURE: DATE MADE: 10/ 15/92 TYPE OF CEMENT: I1 DATE RECEIVED: 10/16/92 CQNCI SUPPLIER: NELSQN R, SLQAN SWRCE OF ROCK: TICKET NO.: 1.I. 0 3 4. 5 4 INSPECTOR SIGN: LABORATORY TEST DATA 7 DAYS 19 DAYS 28 DAYS 28 DAYS SPECIMEN MARKINGS: 92764 92765 927136 DATE TESTE@: 10/25 11/12 11/12 AREA-SQ.1N.t 25 28 28,28 28.28 ULTIMATE LOAD-LBS: E 1500 80500 50000 . : 2180 : 2850 : 2930 UNIT STRESS-LBS: SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUELLER LEWIS CQNCRETE F I E LOSTONE CCV4PP.N Y JEM 111 CITY QF CARLSBAL? 2500 ENGINEER COVERING WORK PERFORMED WHICH REQUIRED APPROVAL BY THE SPECIAL INSPECTOR OF DATE OF REPORT REGISTER NUMBER --- ?. 3 REINFORCEOCONCRETE U STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION 0 REINFORCEO MASONRY 0 PILE DRIVING .................................................... @'PRE-STRESSED CONCRETE 0 REINFORCED GYPSUM 0 OTHER JOB AOQRES? L:&y-T /b-&L ' OWN,ER OR PROJECT NAME CONSTR.MAT'L. (~'vPE. GRADE. ClC.1 DESIGN STRENGTH SOURCE OR MFGR. /cp7 /"&j /p/ DESCRIBE MAT'L. IM~X OE)ICU. nE-mAn CIADL b MrGn.. WELD-ROD. LTC.1 BUlLDlUG PERMIT NUMBER PLAN FILE NUMEER L/T> f&y/ y<': A-2 L>Q;,t?E< /?At / l$3<:- ,/-y&? L> tj.//L&p?.S 2: ARCHITECT ENGINEER - GENERAL CF)NTRACTOR 7 PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court XI5 San Dlego, Ca, 92111 JOB NO.: 491 1 308: FAIRWAYS ADD RE S S : 2808 AVENIPA YALERA QWNER: F I E LESTQN E CQM FAN Y CONTRACTOR: MVELLER LEWIS CONCRETE CLIENT: MVELLER LEWIS CONCRETE ENGINEER: JEM I11 ARCHITECT: RERKLIS GRQUF BLDG AYTH: CITY QF CARLSBAD INSPECTOR: JEFFREY GP.YLER PERMIT NO.: C692-08h1 PLAN FILE: FIELD SAMPLE OF: CQNCREYE LQCATION OF SPECIMEN IN JOB OR STRUCTURE: LQT 17 MIX NO.: 6525 MADE BY: JEFFREY GAYLER PROPORTIONS: SLUMP: 4 3/61' ADMIXTURE: DATE MADE: 1 0/ 15/92 TYPE OF CEMENT: I1 @ATE RECEIVED: 10/16/92 CONC. SUPPLIER: NELSON & SLOAN SOURCE OF ROCK: TICKET NO.: 4 0 3 1.1 8 !I. INSPECTOR SIGN: LABORATORY TEST DATA 7 @AYS iQ PAYS 28 DAYS 28 DAYS SPECIMEN MARKINGS: 9 2 7 6 1.r 92765 92766 DATE TESTED: 10/25 11/12 11/12 AREA-SQ.IN.: 28.28 28.28 28.28 ULTIMATE LOAD-LBS: 61500 . : 2180 . . UNIT STRESS-LBS: . SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUELLER LEWIS CONCRETE F I E L @ S TC!N E C QM PAN Y JEM I11 ' CITY OF QCEANSIDE 2500 ENGINEER 7895 Convoy court Sin Diego, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-066 FOR WEEK No. +/// 1 ENDINCJ ON ........&/ ..A!&: .......... lg'l(L . INSPECTORS WEEKLY REPORT *L/ COVERING WORK PERFORMEO 3 REINFORCE0 CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 CLUE - LAM. FABRICATION WHICH REQUIRED APPROVAL BY PRE-STRESSEO CONCRETE a REINFORCED GYPSUM 0 OTHER THE SPECIAL INSPECTOR OF REINFORCED MASONRY PILE DRIVING .................................................... BUILOIYG PERM T NU BER PLAN FILE NUMBER Lk$&3/kd ci I ARCHITECT INSP'N. LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS, PROGRESS; REMARKS, ETC. INCLUOES INCORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PCRCORMCOi NUMBER. TYPE. b IOCNT. NO'S. O? TEST SAMPLLS TAKEN; ITRUCT. CONNLCTIONS IWCLOS MADE, Hal. DOLT# TORQUCO) CHLCKCOi CTC. I DATE I 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, Calrfornra 921 11 1 FIELDSTONE COMPANY CfJtJ TR. DOING REPOR rE0 WOPK 1 1/2" 8, 7 STRAND, 270 KSI CABLE, MIX 86525, - MUELLER LEWIS CONCRETE ILAR. ~ECE~VIFIG 6 TESTING CON ST^. *AAT'_. SA~..PLE~ GAUGE #C826, GAUGE #C8105 INSP'N. DATE - I P.R.I., INC. Lot 12 i/ 3 # 4 t 5 6 #7 // 8 B 9 #lo #11 1/12 813 #14 615 1/16 ill7 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, 1988 Edition. Inspection reports %3 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 CB9 20-848 CB9 20-85 5 CB920-859 CB920-849 CB920-841 CB 9 20-83 6 CB9 2 0- 8 60 CB920-850 CB920-861 CB9 20-84 3 CB920-837 CB920-862 CB920-85 1 CB920-863 CB920-864 28 Day Compression test that did Lot #3 - 2940 - 45 Days 116 - 2970 - 60 Days Remaining lots did meet required Lot #lo9 #llO Slll 8112 ill13 #114 %115 #116 #117 %118 8126 #127 d 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 not reach the required PSI /A DALE REGLI 4/12/93 280 :E; c E, .. "+ UA 1E OF REPOR T