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Home My WebLink About2826 AVENIDA VALERA; ; CB920851; PermitI BUILDING PERMIT q8/2</92 10: 44 Page 1 of 1 Parcel No: 216-460-25-00 rJot#: 15 Job Address: 2826 AVENIDA VALERA Suite : Permit Type: SINGLE FAMILY DWLNG - DETACHED Valuation: 192,384 Construction Type: VN Occupancy Group: 23/Mi. Reference#: 92-636 Description: 2391 SF + 628 SF GARAGE 43 SF : DECK PHASE 1 PLAN 3 Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546 5465 MOREHOUSE DRIVE #250 SAN DIEGO, CA 92121 Permit No: CB920851 Project No: A920191 1 Development No: 9010 08/25/92 Ooo101 02 stm ISS~I9gl3.# Applied: 08/21/92 Apr/.Tssue: 08/25/92 Validated By: NDP -8226 *** Fees Required *** *** Fees Collected ti ---___-___________ Fees: 12,308. 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 Autocal * BUILDING TOTAL Enter "Y" for Plumbin Each Plumbing Fixture Each Building Sewer Each Water Heater and/or Gas Piping System Each Vacuum Breaker * PLUMBING TOTAL Enter "Y" for Electric Issue Fee > Single Phase Per AMP h.d x ELECTRICAL TOTAL Enter 'Y' for Mechanical Issue Fee> Install Furn/Ducts > Each Install/Reloc Appliance Vent > Each Hood/Fireplace > * MECHANICAL TOTAL 5 0 0 125 0 0 1 4 1 0 .oo 350.00 11,958.00 Ext fee Data --------_------- 965.00 627.00 19.00 2200.00 350Z.00 Y 3232. (:O 362.00 Y 408.00 530.00 Y 12154.09 7.50 Y 40.00 6.50 2.5(! 2.50 5.00 310.00 06 64.00 10.00 Y 31.25 41.00 15.no ,x 9.00 3.00 18.00 4.50 6.50 6.5G 49.00 .25 FINALAPPROVAL / / 1 - CITY OF CARLSBAD 2075 Las Palmas Dr., Carl~bad, CA 92009 (619) 438-1161 . 1 ~ .* .- . . . . I ~ -I ..--_.-_I 4 FINAL BUILDING INSPECTION DEPT: BUILDING ENGINEERING FIRE PLANNING U/M PLAN CHECK#: CB920851 PERMIT#: CB920851 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 DECK PHASE 1 PLAN 3 ADDRESS: 2826 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA SF WATER DATE : PERMIT 04/23/93 TYPE: SFD DATE INSPECTED: +a$@ APPROVED A DISAPPROVED - 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#: CB920851 PERMIT#: CB920851 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF DECK PHASE 1 PLAN 3 DATE: 04/23/93 PERMIT TYPE: SFD ADDRESS: 2826 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 ' SEWER DIST: LC WATER DIST: CA INSPECTED DATE BY: INSPECTED: INSPECTED DATE BY: INSPECTED: APPROVED APPROVED APPROVED DISAPPROVED - - DISAPPROVED - - DISAPPROVED - / FINAL BUILDING INSPECTION flc \ DEPT: BUILDING ENGINEERING FIRE G U/M N CHECK#: CB920851 =IT#: CB920851 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 DECK PHASE 1 PLAN 3 ADDRESS: 2826 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA SF WATER DATE: 04/23/93 PERMIT TYPE: SFD J DATE INSPECTED: -5/1:/93 APPROVED - DISAPPROVED - INSPECTED BY: INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED - I FINAL BUILDING INSPECTION 'I DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER PLAN CHECK#: CB920851 PERMIT#: CB920851 PROJECT NAME: 2391 SF + 628 SF GARAGE 43 SF DECK PHASE 1 PLAN 3 DATE: 04/23/93 PERMIT TYPE: SFD ADDRESS: 2826 AVENIDA VALERA CONTACT PERSON/PHONE#: ALLISON/438-0468 SEWER DIST: LC WATER DIST: CA DATE BY : INSPECTED: *4e--Y3 INSPECTE DATE BY : INSPECTED. INSPECTED DATE BY: INSPECTED : APPROVED APPROVED APPROVED DISAPPROVED - / DISAPPROVED - DISAPPROVED - * , CITY OF -BAD INSPECTION REQUEST PERMIT# CB920851 FOR 05/06/93 INSPECTOR AREA PY DESCRIPTION: 2391 SF + 628 SF GARAGE 43 SF PLANCKW CB920851 TYPE: SFD CONSTR. TYPE VN JOB ADDRESS: 2826 AVENIDA VALERA STE: LOT: 15 APPLICANT: FIELDSTONE/= COSTA ASSOC. PHONE: 619 546-8226 CONTRACTOR : PHONE: OWNER: PHONE: REMARKS: KH/ALLISON/438-0468 INSPECTOR SPECIAL INSTRUCT: DECK PHASE 1 PLAN 3 OCC GRP R3/M1 TOTAL TIME: CD LVL DESCRIPTION 19 ST Final Structural 29 PL Final Plumbing 39 EL Final Electrical 49 ME Final Mechanical -- -- DATE 030893 030493 030393 030193 030193 022493 022393 021793 021793 021193 021093 020893 020193 012993 012593 122192 101492 100292 ***** INS\TION~T ***** DESCRIPTION ACT ,INS COMMENTS Gas/Test/Repairs AP PY Gas/Test/Repairs AP PY Gas/Test/Repairs AP PY Exterior Lath/Drywall AP PY Interior Lath/Drywall AP PY ND TO FINISH UNDER STAIRS Interior Lath/Dlrywall AP PY 1ST LAYER GARAGE LID Insulation AP PY CHANGEOUT ELECT @ KITCHEN Exterior Lath/Drywall NR PY Insulation NR PY Insulation NR PY Rough Combo AP PY Rough/Topout AP PY Rough/Topout NS PY Shear Panels/HD's AP PY Roof/Reroof AP MP Ftg/Foundat ion/Piers AP MP Underground/Under Floor AP MP Interior Lath/Drywall AP PY CLEAN OUT PLENUMS 7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS. INC. San Diego, California 921 11 -- Phone 29206' FOR WEEK ENDING ON FINAL !? ~o 4911 INSPECTORS WEEKLY REPORT I FIELDSTONE COMPANY CO'JTR. DOING REPORTED WOPK 1/2" 8, 7 STRAND, 270 KSI CABLE, MIX #6525, MUELLER LEWIS CONCRETE LAB. RECEIVING b TESTING CONSTR. P.l4T"-. SA\*PLE~ GAUGE 8C826, GAUGE dC8105 INSP'N. DATE - -. 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. Lot 82 # 3 64 /I 5 86 f 7 d 8 I 9 6 10 #ll 812 #13 # 14 I16 #17 S@* 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 CB 9 20- 8 4 0 CB920-848 CB920-855 CB920-859 CB920-849 CB920-841 CB920-836 CB 9 20-8 60 CB920-850 CB920-861 CB9 20-84 3 CB9 20-83 7 CB920-862 CB920-85 1 CB920-863 CB920-864 1988 Edition. Inspection reports Lot 11109 #llO ill11 1112 8113 1114 IF115 1116 #117 #l18 #126 X127 1128 #129 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 83 - 2940 - 45 Days #6 - 2970 - 60 Days Remaining lots did meet required PSI. 1.7 28'4s. //& DALE REGLI 51GNAdRE OF REGISTERED 1NSCF': -2G fl 4/12/93 280 s,rj <-E:, ....,. 5: CIA TE OF QEPOR T 7895 convoy court San Diego, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC. Phana 2924fi6 COVERING WORK PERFORMED SIGN A T $'iifl R Ca I s rp6t o IN SP e: E TOR REGISTER NUMBER B-H9z ' DATE OF REPORT - -.- 7895 Convoy Court San Diego, California 92111 Phone 292466 FOR WEEK < I ENDING ON ...... dljd. .?.....& ............. 19d. PROFESSIONAL REGISTERED INSPECTIONS, INC . INo.p]// INSPECTORS WEEKLY REPORT -*q COVERING WORK PERFORMED 3 REtNFoRCED 0 STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION WHICH REQUIRED APPROVAL By N'PRE-STRESSED CONCRETE tJ REINFORCED GYPSUM . 0 OTHER THE SPECIAL INSPECTOR OF .................................................... 0 REINFORCED MASONRY PILE DRIVING JOE ADQRESS BUILDIYG PERMIT NUMBER PLAN FILE NUMBER &&y /L-&% ' L-3 i&-# &Ai.?.' A/Z OWN,ER OR PROJECT NAME ARCHITECT A>Q/,,l,, /?kt ? d$ k:- CONSTR,MAT*L. (J/ypE, GRADE, CTC.) DESIGN STRENGTH c INSP". LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN. WORK REJECTED. JOB PROBLEMS, PROGRESS; REMARKS, ETC. OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS iwELos MADE. H.T. BOLTS TORQUED) CHECKED: ETC. DATE INCLUDES INFORMATION ABOUT - AMOUNTS OF MATERIAL PLACED OR WORK PERFORMEDINUMBER. TYPE. 1OENT.NO'S. SI c N A T 6 BF REG IS& R e D IN SP e c TOR . .. . PROFESSIONAL REGISTER INSPECTIONS, INC, 7895 Convoy Court #15 Sen Diego, Cis. 92111 JOB NO,: 4911 JOB : FAIRWAYS ADDRESS : 2826 AVENIOA VALERA OWNER: FIELPSTONE COMPANY CONTRACTOR: MUELLER LEWIS CONCRETE CLIENT: MgELLER LEWIS CONCRETE ENGINEER: -JEM I11 ARCHITECT: BERKUS GROLIP INSPECTOR: JEFFREY GAYLER FIELD SAMPLE OF: CONCRETE MIX NO,: 6525 PROPORTIONS: ADMIXTURE: TYPE OF CEWENT: I1 CONC. SUPPLIER: NELSON & SLOAN TICKET NO.: 4 0 4 0 4 8 BLDG AUTH: CITY C)F CARLSBAI? PERMIT NO.: C892-0851 PLAN FILE: LOCATION OF SPECIMEN IN JOB QR STRUCTURE: LQT ". MADE BY: JEFFREY GAYLER SLUMP: 4 3/41' DATE MADE: t 0/20/92 DATE RECEIVED: 10/22/92 SOURCE OF ROCK: INSPECTOR SIGN: LABORATORY TEST DATA 7 OAVS SPECIMEN MARKINGS: DATE TESTED: AREA-SQ.IN,: ULTIMATE LOAD-LBS: UNIT STRESS-LBS: SPECIFIED STRENGTH AT 28 DAYS-PSI: DISTRIBUTION: MYELLER LEWIS CONCRETE . . FIELDSTONE COMPANY CITY QF CARLSBAO JEM I11 1@ DAYS 28 DAYS 28 OAYS 92835 92836 92837 10/30 11/17 11/17 28.28 28.28 28.28 59500 : 2100 . 2500 INCORPORATED uu FOUNDATION OBSERVATION REPORT -4 -4 FILENO.: 438 C) re , r. w - . /7,/2. /dn'Pr DATE: /,4 Irr /7 g7 FOUNDATION LOCATION (if not entire building) 0 ADDITIONAL OBSERVATION REQUIRED PERMIT NO.: PLAN FILE NO.: I I I WSUBSTANTIAL. CONFORMANCE 0 PURPOSE OF OBSERVATION lFilf ." 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. / - DATE: %,+' w' c' 0 SOIL REPORT RECOMMEIVDATIONS BASED ON fi Expansion Condition; 0 VERY LOW 0 LOW El MEDIUM JBHIGH VERY HIGH ,4 FillGeometry 0 Other: I 0 MINIMUM FOUNDATION RECOMMENDATION " *I 0 12 INCHES Xl8 INCHES 0 24 INCHES OTHER einforcement: NO. 4 T~B 2~0.4 T&B NOS T&B OTHER &n"% a$) bfle-,( fig ab Reinforcement: 0~6~&lO/lO 0 6x646 0 NO. 3 @ 24 INCHES'- 0 No. 3 @ 18 IN~HES Slab Bedding aterial and Thickness: Vapor Barrier: Foundation ,$th: If yes, identify and describe: B"?%bstantial conformance with Soil Report (see "Purpose of Observation"). 0 Substantial conformance with Foundation Plans. 0 FOUNDLITON PLAN REVIEWED: YES 0 NO D' 0 OB ERVATIONS: 0 Other: 0 COMMENTS: R ~ ___ ~ NOTE: lT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE IbfAtNTAINED. / ' f < /?,Lh'3/&Yll,.L c 7!*4J;mx L:@ d-6 /' 1 FIELD COPIES TO GkU3 N&PkE!j&ATIVE