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Home My WebLink About2815 AVENIDA VALERA; ; CB920838; PermitBUILDING PERMIT ?errnit Nc): CB929838 0'8/25/92 10:43 Project No: A92O18'38 Page a of 3. Developl-nent So : Job Ad(lre5s: 2815 AVENIDA VALERA Suite: Permiz Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-460-25-00 Lot#: 128 ' Valuation: 185 I 483 ('on s truc t i on Type : VN Rue 08/a/92 0001 01 02 Of..cupancy Group: K3/M1 Reference#: 92-636 St*BR)lf ISsBfrn.00 Description: 2365 SF + 413 SF GARAGE PLAN 2 Applied: 08/21/92 : PHASE 1 Apr/Issue: C8/25/92 Validated By: MDP Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546-8226 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 k*k Fees Required *** *** Fees Collected & ------------------- Fees : Adjustments: Total Fees: Fee description -----------I ------I--- Building Permit Plan Check Strong Motion Fee or manually enter Enter F.M.F.1G.M.F Enter "Y" to Autoc Enter "Y" to Autoc Enter "Y" to Autoca * BUILDING TOTAL Enter "Y" for Plumhin Each Plumbing Fixt Each Buildiny Sewer Each Water Heater and/or Gas Piping System Each Vacuum Breaker I 2 2.511 * PLUMBING TOTAL 0 Enter "Y" for Electric Issue Fee > 0 Single Phase Per AMP > 125 I25 * ELECTRICAL TOTAL 0 Enter 'Y' for Mechanical Issue Fee> 0 Install Furn/Ducts > 1 9.00 Each Install/Reloc Appliance Vent > 4 4.50 Each Hood/Fireplace > 1 6.50 * MECHANICAL TOTAL 0 \, .oo 350.00 11,678.0G Ext fee Data ._-______________ 941.00 612.00 19. O!? 2200,oo 3376.00 Y 3116.00 362. 00 Y 408. 00 530.00 Y 11874.00 7.50 Y 43.00 6.50 2.50 2.50 5. co 64.00 10.00 Y 31.25 41.00 15.00 Y 9.00 18. 00 6.50 49.00 310.00 06 I CITY OF CARLSBAD 2075 Las P?lmas Dr., Carl~bad, CA 92009 (619) 438-1161 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920838 PERMIT#: CB920838 PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2 PHASE 1 WATER DATE : PERMIT 04/28/93 TYPE : SFD ADDRESS: 2815 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON @ FIELDSTONE/438-0468 SEWER DIST: LC WATER DIST: CA DATE && INSPECTED: y/!.S/q& APPROVED J(- DISAPPROVED - INSPECTED BY: INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - . FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE U/M PLAN CHECK#: CB920838 rROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2 /^WIT#: CB920838 PHASE 1 ADDRESS: 2815 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON C! FIELDSTONE/438-0468 SEWER DIST: LC WATER DIST: CA WATER DATE: 04/28/93 PERMIT TYPE: SFD Ps' INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920834 PERMIT#: CB920834 PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2 PHASE 1 ADDRESS: 8815 VISTA HARfANlb CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE: 04/05/93 PERMIT TYPE: SFD & DISAPPROVED - DATE INSPECTED: q-h- APPROVED INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - ... FINAL BUILDING INSPECTION DEPT: BUILDING GINEERING FIRE PLANNING U/M PLAN CHECK#: CB920838 PERMIT#: CB920838 PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2 PHASE 1 WATER DATE : PERMIT 04/28/93 TYPE: SFD ADDRESS: 2815 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON @ FIELDSTONE/438-0468 SEWER DIST: LC WATER DIST: CA % DATE INSPECTED: &?/g> APPROVED - DISAPPROVED - DATE INSPECTED: 97h-F APPROVED - DISAPPROVED )o DATE INSPECTED: 3j7/93 APPROVED DISAPPROVED - INSPECTED BY: FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920838 DATE: 04/28/93 PERMIT#: CB920838 PERMIT TYPE: SFD PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2 PHASE 1 ADDRESS: 2815 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON @ FIELDSTONE/438-0468 SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: APPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - DISAPPROVED - DISAPPROVED - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920838 FOR 05/10/93 INSPECTOR AREA PY DESCRIPTION: 2365 SF + 413 SF GARAGE PLAN 2 PLANCKf CB920838 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2815 AVENIDA VALERA STE: LOT: 128 APPLICANT: FIELDSTONE/LA COSTA ASSOC. PHONE: 619 546-8226 CONTRACTOR: PHONE : OWNER: PHONE: REMARKS: BJN/ALLISON/438-0468 INSPECTOR SPECIAL INSTRUCT: PHASE 1 OCC GRP R3/M1 TOTAL TIWE: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical ACT COMMENTS n w ***** INSPECTION HISTORY ***** DATE DESCRIPTION 03 0893 Gas/Test/Repairs 030893 Interior Lath/Drywall 030493 Exterior Lath/Drywall 030493 Interior Lath/Drywall 030193 Insulation 022393 Rough Combo 022293 Rough Combo 021793 Rough Combo 021193 Rough/Topout 021093 Rough/Topout 0 2 10 9 3 Rough/Topout 020993 Rough/Topout 02 08 9 3 Rough/Topout 020393 Shear Panels/HD's 020293 Shear Panels/HD's 012093 Roof/Reroof 01189 3 Roof/Reroof 011493 Roof/Reroof 101692 Ftg/Foundation/Piers 100592 Underground/Under Floor ACT INSP NR PY AP PY AP PY AP PY AP PY PA PY co PY co PY AP PY co PY co PY NR PY NR PY NS PY AP PY AP PY CA PY NR MP AP MP AP MP COMMENTS FIX KITCHEN VENT DRFT STP @ FRPL/MV KIT FAN DC LEAK f! KITCHEN LEAK @ KITCHEN EXT ONLY OX TO WRAP RAIN OUT . CITY OF CARLSBAD NOTICE 438-3550 BUILDING DEPARTMENT DATEM~L- . /c, 4 TIME 2075 LAS PALMAS DRIVE LOCATION flGG 1 PERMIT NO. c i FOR INSPECTION CALL 43&3101. RE-INSPECTION FEE DUE? YES 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC. San Diego, California 921 11 FIELDSTONE COMPANY cow TR. DOING REPOR r~o WORK 1/2" @, 7 STRAND, 270 KSI CABLE, MIX 86525, MUELLER LEWIS CONCRETE LAB. RECEIVING b TESTING CONSTR. t4AT"L. SAh'PLES GAUGE #C826, GAUGE #C8105 INSP'N. DATE - 1 P.R.I., INC. ---_-- - L31:4TIONS OF WORK INSPECTED. TEST SAMPLES T4KEN. WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS, ETC. l'lCL2nES IPlFORhIA TlOlJ 4R01J r - AMOUNTS OF MATERIAL FL4CED OR VgORV PERFORMED. NUPABER. TYPE. b IDE'I'.'I0'5. c~r T=ST s~i)lP! C5 TnrrrJ. 51n J'T ~C.IlIECTIC)blS INFI CS'4APF. H T EOLTS TOROUEIJI CHECYEIJ. ETC. Lot 82 #3 i/ 4 f5 #6 87 # 8 # 9 #10 #1 1 812 #13 114 %15 #16 817 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, #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 CB920-848 CB920-855 CB920-859 CB920-849 CB920-841 CB9 20-83 6 CB920-860 CB920-850 CB920-861 CB920-843 CB 9 2 0- 8 3 7 CB920-862 CB920-851 CB920-863 CB920-864 1988 Edition. Inspection reports Lot #lo9 #llO #lll #112 #113 #l14 fll5 #116 8117 #118 11126 #127 *im 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 83 - 2940 - 45 Days f6 - 2970 - 60 Days Remaining lots did meet required PSI. /A 2.4s. DALE REGLI SIGNAaRE OF REGISTERED INSDFC. -2- 4/12/93 280 DATE OF REPORT ?E; =-E:, ....:*; 7896 Convoy Court San Diego, California 921 11 I PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-066 COVERING WORK PERFORMED REINFORCE0 CONCRETE STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION NFORCED GYPSUM 0 OTHER OF TEST SAMPLLS TAKEN: STRVCT. CONNECTIONS lWLLOS MADE. W.T. BOLTS TORQUED) CHCCKEDI CTC. PROFESSIQNAL REGISTERE@ INSPECTIONS, INC, 7895 Convoy Ccur't #I5 Ean Piego, Ca. 92111 JnB ADDRESS: P.VENlP.4 VALERA ARCHITECT: LriRIM.4R 8. CASE 6 JOS NO. : 4 SI 1 1 ............................................................................. JOB NAME:' F.A.IF:k!AV.:: ENGINEER: .)EM I11 BLDG AUTH: CITY GF C.A.RLS6.A.D G E N C ON T R AC TOR : F I E L 0 i; 'T r_l N E C C7M F P.N Y PLAN FILE: INSPECTION REPORT INSPECTOR : 11/09/92 : 28fl @ATE REGISTER # . . . . PROFESSIONAL REGISTER INSPECTIONS+ INC+ 7895 Convoy Court tl5 San Diego, Ca. 92111 JOB NO, : 491 1 JOB: ADDRESS: 2815 AVENI@A VALERA FA I R WAY S OWNER: FIELDSTONE COMPANY CONTRACTOR: MI-ELLER LEWIS CONCRETE CLIENT: MUELLER LEWIS CONCRETE ENGINEER: JEM 111 ARCHITECT: BERKVS GROUP BLDG AUTH: CITY OF CARLSEAC! INSPECTOR: JEFFREY GAY L ER PERMIT NO.: CB92-0838 PLAN FILE: FIELD SAMPLE OF: CQNCRETE LOCATION OF SPECIMEN IN .JOB OR STRUCTURE: LOT*~3*26 MIX NO,: 6525 WADE BY: JEFFREY GAYLER PROPORTIONS: SLCrMP: 4 3/41' ADMIXTURE: DATE HADE: 10/21/92 TYPE OF CEMENT: I1 DATE RECEIVED: 10/22/92 CONC. SUPPLIER: NELSQN & SLOAN SOURCE OF ROCK: TICKET NO.: 4 04 3 3 2 INSPECTOR SIGN: LABORATORY TEST DATA 7 OAYS ldp OAYS 28 DAYS 28 DAYS SPECIMEN UARKINGS: 9285 1 92852 92853 DATE TESTED: 10/3 1 11/18 11/18 AREA-SQ.1N.z 28.28 28.28 28.28 ULTIMATE LOAD-LBS: 6 1000 UNIT STRESS-LBS: : 2160 SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUELLER LEWIS CONCRETE FIELDSTONE COMPANY CITY OF CARLSBAD JEM I11 2500 ENGINEER a 'ur -.**=e .- s -- INCOBPOBATED I GEOCOCN FOUNDATION OBSERVATTON REPORT FOUNDATION LOCATION (if not entire building) 0 ADDITIONAL, OBSERVATION REQUIRED PERMIT NO.: PLAN FILE NO.: I I IA SUBSTANTIAL CONFORMANCE 0 PURPOSE OF OBSERVATION H /g 0 0 0 Other: *I . ? /# , I__ . : , , +-.,', Verify soil conditions exposed are similar to those anticipated. Veriij 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 reprt. - 1'. f ' 1 I 0 APPLICABLE SOIL REPORT ITIZE: - I '# . 1. //L.v/. -7 7,. I ,* A r& /&/, 4-3 1 d/ 0 / DA~: j-2.4 24, 4~ 0 SOIL REPORT RECOMMENDATIONS BASED ON W QI Expansion Condition; 0 VERY LOW 0 LOW WMEDNM BHIGH 0 VERY HIGH PI FillGeometry 0 Other: FootingDepth: ET12INCHEs jX18INcHEs 024INCms OTHER. Footing Reinforcement: 0 NO. 4 T&B 0 2N0.4 T&B 0 NOS T&B OTHER: d 7" Interior Slab Reinforcement: 0 6x&10/10 0 6x646 0 NO. 3 @ 2.4 INCHES ' b NO. 3 @ 18 INCHES Slab Bedding Material and Thickness: Foundation Width: If yes, identify and descrii 0 MINIMUM FOUNDATION RECOMMENDATION Vapor Barrier: 0 FOUNDATION PLAN REVIEWED: YES0 NO GY OB ERVATIONS: dsubstantial mntimmce with soil Report (see "purpose of observation"). 0 Substantial mn&mance with Foundation Plans. 0 Other: 0 COMMENTS: ~ NOTE: lT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISIWRE CONTENT WILL BE MAINTAINED. /-