HomeMy WebLinkAbout2820 AVENIDA VALERA; ; CB920837; PermitII
c, BUILD
08/25/92 10:43
Page 1 of"' 1
Job AdtWess: 2820 AVENIDA VALERA
Permit Type: SINGLE FAMILY DWLNG
Parcel No: 216-460-25-00
Con:; t ruc t ion Type : VN
Occupancy Group: R3/Ml
I Valuation: 185,483
ING PERMIT Permit No: CB92(:537
Project Nu: A92!11897
Development No:
Suite:
Lot#: 13
- DETACHED
Wi0 08/2!5/92 0001 01 02
Reference#: 92-636 s t &WT IS &3tiB*00
Description: 2365 SF.+ 413 SF GARAGE PLAN 2 Applied: 08/21/92
: PHASE 1 Apr/issue: 08/25/92 Validated By: MDP
Appl/Ownr : FIELDSTONE/LA COSTA ASSOC. 619 546-8226
5465 MOREHOIJSE DRIVE #250
SAN DIEGO, CA 92121
Fees Required *** *** Fees Collected &
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 * BUILDING TOTAL
Enter "Y 'I for Plumbi
Each Plumbing Fixt
Each Building Sewer
Each Water Heater and/or
Gas Piping System
Each Vacuum Breaker
dits
350
1,678
Ext, f
941
b12
19
310
3376
3116
362
438
5 :+ 0
11874
7
40
E;
2
2
5
-----
22013
* PLUMBING TOTAL
Enter "Y" for Electric Issue Fee >
Single Phase Per AMP > * ELECTRICAL TOTAL
Enter 'Y' for Mechanical Issue Fee>
Install Furn/Ducts >
Each Install/Reloc Appliance Vent >
Each Hood/Fireplace >. * MECHANICAL TOTAL
64. 00
10.30 Y
.25 31.25
41. (30
15.00 Y
9.0'3 9.00
4.50 18.00
6.50 6.50
49.00
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB920837
PERMIT#: CB920837
PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN
PHASE 1
ADDRESS: 2820 AVENIDA VALERA
CONTACT PERSON/PHONE#: ALLISON/438-0468
SEWER DIST: LC WATER DIST: CA
DATE :
PERMIT
2
04/23/93
TYPE: SFD
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED -
INSPECTED DATE
BY: INSPECTED : APPROVED - DISAPPROVED -
n .f'
FINAL BU\LDING INSPECTION
I DEPT: BUILDING ENGINEERING FIRE PUNNING U/M
PLAN CHECK#: CB920837
PERMIT#: CB920837
PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2
PHASE 1
ADDRESS: 2820 AVENIDA VALERA
CONTACT PERSON/PHONE#: ALLISON/438-0468
SEWER DIST: LC WATER DIST: CA
WATER
DATE :
PERMIT
04/23/93
TYPE: SFD
BY : INSPECTED : APPROVED - DISAPPROVED __ INSPECTED
INSPECTED
FINAL BUILDING INSPECTION
I
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB920837
PERMIT#: CB920837
PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2
PHASE 1
ADDRESS: 2820 AVENIDA VALERA
CONTACT PERSON/PHONE#: ALLISON/438-0468
SEWER DIST: LC WATER DIST: CA
DATE: 04/23/93
PERMIT TYPE: SFD
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE U/M WATER
('%AN CHECK#: CB920837 DATE: 04/23/93
JRMIT#: CB920837 PERMIT TYPE: SFD PROJECT NAME: 2365 SF + 413 SF GARAGE PLAN 2
PHASE 1
ADDRESS: 2820 AVENIDA VALERA
INSPECTED
INSPECTED: BY: 3 DATE
INSPECTED DATE
BY: INSPECTED :
INSPECTED DATE
BY: INSPECTED:
APPROVED
APPROVED
APPROVED
DISAPPROVED -
- DISAPPROVED
- DISAPPROVED
CITY OF CARLSBAD INSPECTION REQUEST PERNIT# CB920837 FOR 05/04/93 INSPECFOR AREA PY DESCRIPTION: 2365 SF + 413 SF GARAGE PLAN 2 PLANCK# CB920837
TYPE: SFD CONSTR. TYPE VN
APPLICANT: FIELDSTONE/LA COSTA ASSOC. PHONE: 619 546-8226
OWNER:
REMARKS: RS/ALLISON/438-0468
PHASE 1 OCC GRP R3/l4l
JOB ADDRESS: 2820 AVENIDA VALERA STE: LOT: 13
CONTRACTOR: PHONE:
INSPECTOR
SPECIAL INSTRUCT:
TOTAL TIME:
CD LVL DESCRIPTION ACP COMMENTS
19 ST Final Structural
29 PL Final Plumbing
39 EL Final Electrical
49 ME Final Mechanical --
-7
DATE 021793 021793 021793
021193 021193 021093 020493
020393 012793
012693
012593 121892 121892 101492 093092
***** INSPECTION HISTORY *****
DESCRIPTION Exterior Lath/Drywall Cas/Tes t/Repa i rs Interior Lath/Drywall Exterior Lath/Drywall Interior Lath/Drywall Interior Lath/Drywall Insulation Insulation Frame/Steel/Bolting/Welding Rough/Topout Shear Panels/HD's Roof/Reroof Roof /Reroof F'tg/Foundation/Piers Underground/Under Floor
ACT INSP COMMENTS AP PY AP PY AP PY AP PY AP PY AP PY AP PY NS PY NR PY AP PY AP PY AP TP AP PY AP l4P AP MP
1ST LAYER LID GARAGE
POST@STAIRS/POST IN GARAGE SEE INSP NOTES
7895 Convoy Court PROFESSIONAL REGISTERED INSPECTIONS, INC . San Diego, California 921 11
FIELDSTONE COMPANY
COW TR. DOING REPORTED WOPK 1/2" 8, 7 STRAND, 270 KSI CABLE, MIX 116525,
MUELLER LEWIS CONCRETE
LAR. RECEIVING 6 TESTtNG CONSTR. MAT':. SA\'OCES
GAUGE %C826, GAUGE #C8105
I NSP'N .
DATE -
_.
I P.R.I., INC.
I ~-
L3CATIONS OF WORK INSPECTED. TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS. PROGRESS. REMARKS. ETC.
->r- YEST SAMP, ES TAWTFJ. 51niic~ ~C~J~IECTIONS IWFL CS-.~A~F. ii.~. eo~rs TOPOUEOI CHFCYC'~. ET^.
l*lcL 2@ES IrlFDRUATlOIJ 4RO'Jr - AMOIJNTS OF MATERIAL FLACEO OR Y!ORV PERFORLIE0:tJU~AEER. TYPE. b 'DE'I':IO'S.
Lot a2
#3 d 4
a5
#6
t 7
# 8
# 9
# 10
/I11
#14
#15
#16
#17
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,
53 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
CB 9 2 0- 8 5 5
CB920-859
CB9 20-84 9
CB920-841
CB920-836
CB920-860
CB920-850
CB920-86 1
CB920-843
CB920-837
CB9 20-862
CB920-851
CB9 20-863
CB 920-864
1988 Edition. Inspection reports
Lot #lo9
#110
#111
#112
#113
#114
5115
#116
C117
F118
1126
W127
#128
#l29
#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 53 - 2940 - 45 Days
56 - 2970 - 60 Days
Remaining lots did meet required PSI. /& z&+S.
DALE REGLI
51GN4dRE OF REGISTERED INSDF'I -?F
4/12/93 280
OA rE OF REPOR r yc 3 c. E:, .. '.'e;
7895 Convoy Court
San Diego, California 9211 1 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-0661
INSP".
DATE
~
INSPECTORS WEEKLY REPORT -X 5 I NO.~// I %I%?& .... [Jf ... &? .............. idc7
COVERING WORK PERFORMED 3 REINFORCEO CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION
wnicu REQUIRED APPROVAL BY ~PRE-STRESSED CONCRETE a REINFORCEO GYPSUM
THE SPECIAL INSPECTOR OC 0 REINFORCE0 MASONRY 3 PILE DRIVING .................................................... 0 OTHER
LOCATIONS OF WORK INSPECTED, TEST SAMPLES TAKEN, WORK REJECTED, JOB PROBLEMS, PROGRESS; REMARKS. ETC.
INCLUDCS INFORMATION AOOUT - AMOUNTS OF MATERIAL PLACCO OR WORK PLRCORMCOINUMOCR. TVPC. b IDCNT.NO'S.
OF TC8T SAMPLCS TAKIN: 8TRUCT. CONNCCTlON8 IWLLDI MADE. W.T. OOLT8 TOROUCDI CWCCKCD; f TC.
PROFESSIONAL REGISTER INSPECTIONS, INC,
7895 Convoy Court #15
San Diego, Ca. 92111
JOB: FAIRWAYS
JOB NO.: 491 1
ADDRESS : 2820 AVENIDA VALERA
OWNER: FIELOSTONE CQMPANY CONTRACTOR: MUELLER LEWIS CONCRETE
CLIENT: MQELLER LEWIS CONCRETE ENGINEER: *JEM I11
ARCHITECT: BERKUS GRQLJP BLDG AUTH: CITY OF CARLSBAD
INSPECT@R: *JEFFREY GAVLER PERMIT NO.: CB92-0837 PLAN FILE:
FIELD
SAMPLE OF: CONCRETE
LOCATION OF SPECIMEN
IN JO6 OR STRLICTI-IRE: LOT #13
MIX NO.: 6525 HADE BY: JEFFREY GAYLER
PROPORTIONS: SLUMP: 3/4"
AQMIXTVRE: @ATE MADE: 10/16/92
TYPE OF CEMENT: XI DATE RECEIVED: 10/20/92
CONC. SUPPLIER: NELSQN & SLOAN SOURCE OF ROCK:
TICKET NO.: 403650 INSPECTOR SIGN:
LABORATORY TEST DATA
7 DAYS 1@ DAYS 28 DAYS
SPECIMEN MARKINGS: 92800 92809
DATE TESTED: 10/26 11/13
AREA-SQ.INa: 28 128 28.28
ULTIMATE LOAD-LBS: 56000
UNIT STRESS-LBS: : 1900
SPECIFIEL! STRENGTH
AT 28 @AYS-PSI:
DISTRIBUTION! MUELLER LEWIS CQNCRETE
F IELOSTONE COMPANY
JEM 111
CITY QF QCEANSIDE
. .
2500
28 RAYS
92810
11/13
28.28
7895 Convoy Court San Diego, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC, Phone 292-066 . .- --- ---
FOR WEEK /.I ' / c iNo.pf// I ENDING ON ...... Ad..! ..... k... .......... 191. INSPECTORS WEEKLY REPORT -* 7
COVERING WORK PERFORMED 3 REINFORCED CONCRETE 0 STRUCT. STEEL ASSEMBLY 0 GLUE - LAM. FABRICATION
WHICH REQUIRED APPROVAL BY &~'PRE-STRESSED CONCRETE OTHER 0 REINFORCED GYPSUM
THE SPECIAL INSPECTOR OF .................................................... 0 REINFORCED MASONRY 0 PILE DRIVING
OWN.ER OR PROJECT NAME
-
/
OF rEsT SAMPLES TAKEN: STRUCT. CONNECTIONS IWELOS Mho€. n.1. BOLTS TORQUED) CHECKEO: ETC.
DATE OF REPORT REGISTER NUMBER .'....'-re
PROFESSIONAL REGISTER INSPECTIONS, INC,
7895 Convoy Court #lS
San Diego, Ca. 92111 JOB NO.: 4911
JOB: FAIRWAYS
ADDRESS : 2820 AYENIEA YALERA
OWNER: FIELOSTONE COMPANY CONTRACTOR: MVELLER LEWIS CQNCRETE
CLIENT: MUELLER LEWIS CQNCRETE ENGINEER: 3EM I11
ARCHITECT: BERKVS GRQUP
INSPECTOR: JEFFREY GAYLER
FIELD
SAMPLE OF: CONCRETE
MIX NO.: 6525
PROPORTIONS:
ADMIXTURE:
TYPE OF CEMENT: 11
CONC. SUPPLIER: NELSON F3r SLOAN
TICKET NO.: 4 0 3 6 5 0
BLDG AUTH: CITY OF CARLSBAC!
PERMIT NO,: CB92-0837 PLAN FILE:
LOCATION OF SPECIMEN
IN JOB OR STRUCTURE: LQT #13
MARE BY: JEFFREY GAYLER
SLUMP: 11 3 / 4 "
DATE UADE: 1 O/ 16/92
PATE RECEIVED: 10/20/92
SOURCE OF ROCK:
INSPECTOR SIGN:
LABORATORY TEST DATA
7 DAYS
SPECIMEN UARKINGS:
DATE TESTED:
AREA-SQaXNa:
ULTIUATE LOAD-LBS:
UNIT STRESS-LBS: .
SPECIFIED STRENGTH
AT 28 DAYS-PSI:
DISTRIBUTION: MUELLER LEWIS CONCRETE
FIELOSTQNE COMPANY
CITY QF CARLSBAD
JEM 111
19 DAYS 28 PAYS 28 DAYS
92808 92809 928 10
10/26 11/13 11/13
28 28 28 28 28 28
56000 8 1500 83500
: 1980 : 2880 : 2950
2500
1 ENGINEER
0
PERMIT NO.:
1
0 ADDlTIONAL OBSERVATION REQUIRED PLAN FILE NO.:
GEOCCN .
6
INCOBPOBATED VU
FOUNDATION OBSERVATION REPORT
0 PURPOSE OF OBSERVATION:
)d .H 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.
J /f
L' 0 SOIL REPORT RECOMMENDATIONS BASED ON
,El Expansion Condition; 0 VERY LOW 0 LOW BMEDIUM WHIGH 0 VERY HIGH ,& FillGeometry
0 Other:
Pozting Depth: 0 12INcHEs ,tflSINCHES 0 2rlINcI-i~~ OTHER:
Interior Slab Reinforcement: 0,6~&10/10 0 6x6-6/6 0 NO. 3 @ 24 INCHES' 0 NO. 3 @ 18 IN& Slab Bedding Material and Thickness: Foundation Width
If yes, identify and descrik
dhbstantial cod-ce with Soil Report (see "Pwpose of Observation").
0 Substantial codbmmw with Foundation Plans.
0 MINIMUM FOUNDATION RECOMMENDATION
Footing Reinforcement: 0 NO. 4 T&B 0 ZN0.4 T&B 0 NO5 T&B m"Ek iC31.f-&~, r/&. I . / e', *-t y I
Vapor Barrier:
0 FOUNDATION PLAN REVIEWED: YES0 NO If
0 OB ERVATIONS:
0 Other:
r 0 COMMENTS:
~ ~ ~ ~~ ~~ ~
NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO
PLACING CONCRETE AND THAT THE !WE M0ISIWR.E CONTENT WLLL BE MAINTAINED.
7895 Convoy Court
San Diego, California 92111 PROFESSIONAL REGISTERED INSPECTIONS, INC . Phone 292-066
COVERING WORK PERFORMED
wnicn REQUIRED APPROVAL EY
THE SPECIAL INSPECTOR OF
3 REINFORCED CONCRETE NPRE-STRESSED CONCRETE a REINFORCED GYPSUM 0 OTHER
0 STRUCT. STEEL ASSEMBLY 0 GLUE- LAM. FABRICATION
0 REINFORCED MASONRY 0 PILE DRIVING ....................................................
DATE I INCLUDES INFORMATION ABOUT -AMOUNTS OF MATERIAL PLACED OR WORK PBRFOAMED:NUMOIR. TYPE, LIDENT.NO'S.
OF TEST SAMPLES TAKEN: STRUCT. CONNECTIONS IWELDS MADE. H.T. 8OLTS TORQUED) CHECKED: ETC.
JOB AODRES,S BUILOING P.ERMIT NUMBhR ' PLAN FILE NUMBER
OWNER OR PROJECT NAME "+.. -;
CONSTR. MA T*L.(TYPf; GRADE. trC.1 MFGR.
. (MIX Dt4lGN. IIL-BAR CIADT '& MCGR.. WELD-100, kTC.)
.- ARCHITECT
ENGINEER .C
G EN ERA L CON T R,AC'TO R