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Home My WebLink About2814 AVENIDA VALERA; ; CB920850; PermitBWXL3ING PERMIT Permit XfJ: CPi4'20850 08Y25/92 10:44 Project No: A13203 '310 Page. 1 of 1 Development So: Job Address: 2814 AVENIDA VALERA Suite: Permit Type: SINGLE FAMILY DWLNG - DETACHED Parcel No: 216-460-25-00 Lot#: 10 Construction Type: VN 9010 Q8/2!5/92 0001 01 02 Occupancy Group: R3/M*i Reference#: 92-636 stdkm.f IS~m.00 Description: 2391 SF.+ 628 SF GARAGE 43 SF App i i ec? : 0 8 / 2 1 / 9 2 : DECK PHASE 1 PLAN 3 Apr/ISsUe: 08/25/92, 1 Valuation: 192,384 Valiclated By: MDP Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546-8226 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 *** Fees Required *** *** Fees Collected & Credits *** Total Fees: Fee description Building Permit Plan Check Strong Motion Fee or manually enter Enter F.M.F./G.M.F Enter- "Y I' to Autoc Enter "Y" to Autoc Enter "Y" to 'Autoca x BUILDING TOTAL Enter " Y" for Each Plumbing P1 Fi Each Bitilding Sewer- Each Water Heater and/or Gas Piping System Each Vacuum Breaker k PLUMBING TOTAL Enter "Y" for Electric Issue Fee > * ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts j Each Install/Reloc Appliance Vent > * MECHANICAL TOTAL Single Phase Per AMP > Each Hood/Fireplace > 6.50 3.. 50 -. - ~ 2.50 2.50 0 0 125 Ii 0 1 4 1 0 .oo 350.00 11,!l58.09 Ext fee Data ---------------- 965.00 627.00 19.00 2200.00 3501.00 Y 3232.00 362.00 Y 408. UI! 530.00 Y 12154.00 7.50 Y 40. 00 6.50 2.50 2.50 5.00 310.00 06 64.00 10.00 Y .25 31.25 41. (30 15.00 Y 9. GO 9.00 4.50 18.00 6.50 6.50 49.00 ~CLEARARCE I CITY OF CARLSBAD 2075 Las Palmas Dr., Carl~bad, CA 92009 (619) 438-1161 '. 4 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920850 PERMIT#: CB920850 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF DECK PHASE 1 PLAN 3 ADDRESS: 2814 AVENIDA VALERA :/ / L? 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 - i .I 4 ' FINAL BUILDING INSPECTION 7 DEPT: BUILDING ENGINEERING FIRE CHECK#: CB920850 =IT#: CB920850 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 DECK PHASE 1 PLAN 3 ADDRESS : 0 CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA SF WATER DATE : PERMIT 04/ 0 6/ 9 3 TYPE: SFD DATE INSPECTED: yb;/?-) APPROVED DISAPPROVED - INSPECTED 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#: CB920850 PERMIT#: CB920850 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF DECK PHASE 1 PLAN 3 ADDRESS: 2814 AVENIDA VALERA i 0 7- / 0 CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE : PERMIT 04/06/93 TYPE: SFD DATE INSPECTED: @?!9 3 APPROVED - DISAPPROVED )c INSPECTED BY: INSPECTED: 23 > APPROVED - DISAPPROVED -& DATE INSPECTED BY: DISAPPROVED - DATE INSPECTED: FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920850 PERMIT#: CB920850 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF DECK PHASE 1 PLAN 3 WATER DATE: 04/06/93 PERMIT TYPE: SFD ADDRESS: 2814 AVENIDA VALERA d 3 7 / 5’ CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE INSPECTED: &“/qs APPROVED DISAPPROVED - INSPECT BY : INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - COMMENTS : FINAL BUILDING INSPECTION DEFT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920850 PERMIT#: CB920850 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF ADDRESS: 2814 AVENIDA VALERA L g / G’ CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DECK PHASE 1 PLAN 3 WATER DATE: 04/06/93 PERMIT TYPE: SFD DATE BY: INSPECTED:+?w APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED : APPROVED - DISAPPROVED - CITY OF CARLSBAD INSPECTION REQUEST PERMIT# CB920850 FOR 05/03/93 INSPECTOR AREA PY DESCRIPTION: 2391 SF + 628 SF GARAGE 43 SF PLANCK# CB920850 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2814 AVENIDA VALERA APPLICANT: FIELDSTONE/LA COSTA ASSOC. PHONE: 619 546-8226 CONTRACTOR: PHONE : OWNER: PHONE : SPECIAL INSTRUCT: DECK PHASE 1 PLAN 3 OCC GRP R3/M1 STE : LOT: 10 REMARKS: BJN/ALLISON/438-0468 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 021093 021093 020893 020893 020493 020193 012593 012193 012093 011893 121892 101392 092992 DESCRIPTION ACT INSP COMMENTS Exterior Lath/Drywall AP PY Exterior Lath/Drywall AP PY Gas/Test/Repairs AP PY Gas/Test/Repairs NR PY Interior Lath/Drywall AP PY Interior Lath/Drywall AP PY Insulation AP PY Frame/Steel/Bolting/Welding AP PY Rough/Topout AP PY Shear Panels/HD's AP PY Roof/Reroof AP PY Ftg/Foundation/Piers AP MP Underground/Under Floor AP MP Shear Panels/HD's co PY 1ST LAYER GARAGE LID ONLY NO PLANS/TOO WET GEOCON IN C OBP 0 RAT ED FOUNDATION OBSERVATION REPORT PERMIT NO.: PLAN FILE NO.: JOB NAME: FILE NO.: 45 4 y-3425- LOCATION: bflydf, 4; 5: b ,,?,. wo DATE: /JLi /. lqZ& FOUNDATION LOCATION (if not entire building) 0 ADDlTIONAL OBSERVATION REQUIRED 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. Veri@ slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report. E 0 0 0 Other: 4 It Pod -t*Lrne, 1 + F'*";y,i, APPLICABLE SOIL REPORT TITLE: b-4-f I T R?-c;lp. t a--)T/A &f&&f" I DATE: -i\ 1- SOIL REPORT RECOMMENDATIONS BASED ON: Expansion Condition; 0 VERY LOW LOW d MEDIUM HIGH VERY HIGH 9 Fill Geometry 0 Other: Footing Reinforcement: 0 NO. 4 T&B 0 ZN0.4 T&B 0 NOS T&B OTHER ' Interior Slab Reinforcement: 0 6~6lO/lO 0 6x646 0 NO. 3 @ 24 INCHES 0 NO. 3 @ 18 INCHES Slab Bedding Material and Thickness: 5 Vapor Barrier+( Foundation Width: I% FOUNDATION PLAN REVIEWED: YES 0 NO d If yes, identify and describe: 1- MINIMUM FOUNDATION RECOMMENDATION: Footing Depth: @ 12 INCHES ,El 18 INCHES 0 24 INCHES OTHER r I I! f.. "7 OBSERVATIONS: Ef Substantial conformance with Soil Report (see "Purpose of Observation"). 0 Substantial conformance with Foundation Plans. d 0 Other: ,lJ> 5 ./ 6 (~$9,) . ~ A / IL* '& * .- r \ I4 COMMENTS: ~ ~~ ~ NCYIE IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATEW*PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISmTRE CONTENT WILL BE MAINTAINED. FIELD COPIES TO n:\wpjob\dmft\fdmbq-~Lh (2/27/91) PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court tl5 San Diego, Ca. 92111 JOB NO.: 491 1 JOB: FAIRWAYS ADDRESS : 28 14 AYENIOA VALERA OWNER: FIELOSTONE COMPANY CONTRACTOR: MI-ELLER LEWIS CONCRETE CLIENT: MQELLER LEWIS CONCRETE ENGINEER: .JEM I11 ARCHITECT: BERKllS GRQI-F BLDG AUTH: CITY OF CARLSBAI? INSPECTOR: JEFFREY GAYLER PERMIT NO.: CB92-0950 PLAN FILE: FIELD SAMPLE OF: CQNCRETE LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LOT #to MIX NO*: 6525 MADE BY: JEFFREY GAYLER PROPORTIONS: SLUMP: 5 ADMIXTURE: DATE MADE: 1 Q/ 15/92 TYPE OF CEMENT: I1 DATE RECEIVED: 10/16/92 CONC. SUPP,LIER: NELSON & SLClAN SOURCE OF ROCK: TICKET NO.: 403567 INSPECTOR SIGN: LABORATORY TEST DATA 7 DAYS 1Q DAYS SPECIMEN MARKINGS: 92773 DATE TESTED: 10/25 AREA-SQ.IN.: 28.2% ULTIUATE LOAD-LBS: 56000 . UNIT STRESS-LBS: b : 1980 SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MVELLER LEWIS CONCRETE FIELOSTONE COMPANY CITY QF CARLSBAC! JEM 111 2% @AYS 2% DAYS 92774 92775 11/12? 11/12 28.28 28 28 7 4 5 0 0' 78000 : 2640 : 2760 2500 7895 Convoy Court San Diego, California 9211 1 Phons 292466 FOR WEEK C I ENDING ON ...... dLx.2 .... kl ..........., 191. PROFESSIONAL REGISTERED INSPECTIONS, INC. INo.pr/,/ INSPECTORS WEEKLY REPORT -* 7 COVERING WORK PERFORMED 3 RE"FoRCED CoHCRETE 0 STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION WHICH REoUtRED APPROVAL By J~J*PRE-STRESSEO CONCRETE 0 REINFORCED GYPSUM 0 OTHER THE SPECIAL INSPECTOR OF 0 REINFORCED MASONRY 0 PILE DRIVING .................................................... JO0 AOQRESS PLAN FILE NUMBER L&yy /&-&c ' A/. LT/J //&f /y/ /&'(;3. L-,,C.l]//bc;L-j(l.S .I:/< i ARCHITECT A>Qi,7/?E.4 /?At ? L$ id'- - CONSTR.MAT*L. (J/YPE, GRADE. tlC.1 DESIGN STRENGTH SOURCE OR MFGR. ENGINEER - DESCRIBE MAT'L. (MIX D~)ICN, nC.e.An CnADC b MrCI.. WCLD-lob. LTC.1 GENERAL C?NTRACTOR _- / f'i/>, 7.,fipkd 7~ ;c771;1 ;;J . c-jhk s. 1 INSP". DATE LOCATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED. JOB PROBLEMS. PROGRESS; REMARKS, ETC. INCLUDES INFORM*TION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERF0RMED;NUMBER. TYPE. 6 lDENT.NO*S. OF TEST SAMPLES TAKEN; STRUCT. CONNECTIONS (WELDS MADE. n.7. BOLTS TOROUEDI CHECKED; ETC. PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court #l5 San Diego, Ca. 92111 JOB NO.: 491 1 JOB: FAIRWAYS ADORE SS : 2814 AVENIDA VALERA OWNER: FIELDSTONE COMPANY CONTRACTOR: MVELLER LEWIS CONCRETE CLIENT: MUELLER LEWIS CONCRETE ENB INEE R : JEM 111 ARCHITECT: BERKUS GROUP INSPECTOR: JEFFREY GAYLER FIELD SAMPLE OF: CONCRETE MIX NO.: 6525 PROPORTIONS: ADUIXTURE: TYPE OF CEMENT: I1 C@NCb SUPPLIER: NELSON & SLOAN TICKET NO.: It03567 BLDG AUTH: CITY OF CARLSBAD PERMIT NO.: CB92-0850 PLAN FILE: LOCATION OF SPECIMEN IN JOB OR STRUCTURE: LOT #lo HADE BY: JEFFREY GAYLER SLUMP: 5 " QATE MADE: 1 O/ 15/92 DATE RECEIVED: 10/16/92 SOURCE OF ROCK: INSPECTOR SIGN: LABORATORY TEST DATA 7 DAYS SPECIMEN MARKINGS: DATE TESTED: AREh-SQ,IN.: ULTIMATE LOAD-LBS: UNIT STRESS-LBS: SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MUECLER LEWIS CONCRETE FIE LOSTONE COMPANY CITY OF OCEANSIDE JEM 111 1$ DAYS 28 DAYS 28 DAYS 92773 9 2 7 7 4 92775 l0/25 11/12 11/12 28.28 28 L 28 20.28 56000 : 1980 8 e 2500 ENGINE E R _-. 7895 Convoy Court San Diego, California 92111 Phone 292-0661 * PROFESSIONAL REGISTERED INSPECTIONS, INC. . COVERING WORK PERFORMED REINFORCED CONCRETE STRUCT. STEEL ASSEMBLY GLUE - LAM. FABRICATION WICH REQUIRED APPROVAL By PRE-STRESSED CONCRETE REINFORCED GYPSUM O? TEST SAMPLES TAKEN5 aTRUCT. CONNLCTIONS IWLLDS MADE. H.1, BOLTS TORQULDI CHLCKLDI eTC. cCJ'i€RlN: JiPRK PEClF?aUECs IYNICCI ~F,>I,I~JFP APPPCJAL XY THE SFF<:IAI IIJ<PF.:-T~C~ "F - _____. FIELDSTONE COMPANY CO'JTR. DOING REPORrEO WOPU 1/2" 8, 7 STRAND, 270 KSI CABLE, MIX P6525, -- - STRUCT. STEEL ASSEMBLY GLLIE- LAM. FABRICbT:9~1 DE I El FO PC ED CON C R E T E X ~PE-STRFSSEC CONCRETE REINFORCED GYPSUM OTHER PF I NF'3PC F 0 M450NRY D1l.E DRIVING MUELLER LEWIS CONCRETE 1-48, RECEIVING 6 TESTING CONSTR. VA 1':. Sak'tY~~s GAUGE %C826, GAUGE #C8105 1r-n A!\* I71 -., VISTA MARIANA & AVENIDA VALERA .-. ..... .- . -. ~ -~ - ... - .- ... q ,,,, r ,, I I, *.c,r. - . _.._I...____._ _.-. FAIRWAYS - PHASE I ._ ........ :,,!.*A 8 '! , I! .# I , ,8. A, i , I ! cs1.;,1 ..ll>F-l,: I,, ?C,!IVCF. ,-ti ..1rr.t,. --[2500 INELSON & SLOW ___. CONCRETE -. - INSP'N. DATE - _. R'JlLDlNG mERh7lT 'IUMBEP FLAN FILE \I-..*aLJ SEE BELOW BERKUS GROUP JEM I11 ~-~ ___- AI1C1II TECT -_ LN.j11111Eti I P.R.I., INC. ---~ -. L3CA TIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS, REMARKS. ETC. I'ICL'LDES I1IFORUATIOt1 4ROIJ T - AMOlJNTS OF MATERIAL FLACED OR WORV PERFORMED; NUMBER. TYPE. h lDE't7:10*5. nr YES- ~APAP!.~~ T~YFFI. ~IRIIT.~. CO'I~IECTID*IS IWFL PS *.(A~F. ii.~. ROLTS TOROUEDI ~UFCVCC?; ETC. Lot 62 # 3 #4 f 5 #6 67 # 8 #9 10 #ll #12 H13 114 1115 116 117 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 CB 9 20- 84 8 CB 9 2 0- 8 5 5 CB 9 2 0-8 5 9 CB920-849 CB920-841 CB920-836 CB9 20-860 CB9 20-850 CB920-861 CB920-843 CB92 0- 83 7 CB920-862 CB920-85 1 CB920-863 CB920-864 1988 Edition. Inspection reports Lot #lo9 H110 #lll #112 #113 H114 1115 H116 1117 1118 #126 1127 8128 1129 6130 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. /& 286s. //& DALE REGLI SIGN~~RE OF REGISTERED ~NSDFC. --.D 280 -E; <.E:> ?. ...... 4/ 12/93 DATE OF REPORT