HomeMy WebLinkAbout2842 AVENIDA VALERA; ; CB941075; PermitI
BUILDING PERMIT Permit No: CB941075 11/02/94 08:09 Project No: A9401512
Page 1 of 1 Development No:
Job Address: 2842 AVENIDA VALERA Suite:
Permit Type: SINGLE FAMILY DWLNG - DETACHED 9389w~Oo0101 a2 Parcel No: 216-460-25-00 Lot#: 22 C-mT m27. Valuation: 203,512
Construction Type: VN Occupancy Group: R3/M1 Reference#: CT90-23 Status: ISSUED
Description: 2432 SF + 628 SF GARAGE PLAN 3 Applied: 04/19/94
: PHASE SA FAIRWAYS PC 94-362 Apr/Issue: 11/02/94
Entered By: DC
Appl/Ownr : FIELDSTONE/LA COSTA ASSOCIATES 619546-8226
5465 MOREHOUSE DRIVE #250
SAN DIEGO, CA 92121
Fees : 16,O
Total Fees: 16.4
Adjustments:
Fee description ....................
Building Permit
Plan Check
Strong Motion Fee
Enter Number of EDU
Enter F.M.F./G.M.F.
Enter "Y" to Autocal
(PFF
Enter "Y" to Autocalc * BUILDING TOTAL
Enter "Y" for Plumb
15.00 15.00
.oo
350.00
15,727.00
Ext fee Data _---_---_------
1004.00
653.00
20.00
2400.00
3704.00 Y
3419.00
395.00
445.00
530.00 Y
12880.00
20.00 Y
112.00
310.00 06
Each 1nstalVRepai.r Water Line > Each Water Heater and/or Vent >
Gas Piping System > Each Vacuum Breaker >
x PLUMBING TOTAL
Enter "Y" for Electric Issue Fee >
x ELECTRICAL TOTAL
Enter 'Y' for Mechanical Issue Fee>
Single Phase Per AMP >
Install Furn/Ducts/Heat Pumps >
Each Install Fireplace >
Each Install/Reloc Vent > * MECHANICAL TOTAL
Construct Housing(Y/N)? >
Enter Impact Fee >
1 7.00
1 7.00
1 7.00 2 7.00
125 m 25
1 9.00
1 6.50
4 4.50
2925
7.00
7.00
7.00
14.00 182.00
10.00 Y
31.25
41.00
15.00 Y
9.00
6.50
18.00
49.00
2925.00
N
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING : PLANNING U/M
PLAN CHECK#: CB941075 PERMIT#: CB941075 PROJECT NApllE: 2432 SF + 628 SF GARAGE PLAN 3
PHASE SA FAIRWAYS PC 94-362
CONTACT PERSON/PHONE# : BJN/ART/438-0468
SEWER DIST: LC WATER DIST: CA *
WATER
DATE: 05/10/95
PERMIT TYPE: SFD
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M WATER
PLAN CHECK#: CB941075 PERMIT#: CB941075
PROJECT NAME: 2432 SF + 628 SF GARAGE PLAN 3 PHASE SA FAIRWAYS PC 94-362
ADDRESS: 2842 AVENIDA VALERA
CONTACT PERSON/PHONE#: ART/431-0468 SEWER DIST: LC WATER DIST: CA
DATE: 04/10/95 PEWIT TYPE: SFD
Lot# 22
DATE INSPECTED: '?-/*?S- APPROVED - DISAPPROVED - ,522 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#: CB941075 PERMIT#: CB941075
PROJECT NAME: 2432 SF + 628 SF GARAGE PLAN 3 PHASE SA FAIRWAYS PC 94-362
ADDRESS: 2842 AVENIDA VALERA
CONTACT PERSON/PHONE#: ART/438-0468 SEWER DIST: LC WATER, DIST: CA
DATE: 04/10/95
PERMIT TYPE: SFD
hot# 22
\ ’$
/DATE
INSPECTED: %b* 97 APPROVED / DISAPPROVED -
INSPECTED DATE
BY: INSPECTED : APPROVED - DISAPPROVED -
DATE
BY: INSPECTED: APPROVED - DISAPPROVED - INSPECTED
COMMENTS : i
,
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M
PLAN CHECK#: CB941075 PERMIT#: CB941075 PROJECT NAME: 2432 SF + 628 SF GARAGE PLAN 3 PXi?4SE 5A FAIRWAYS PC 94-362
ADDRESS: 2842 AYENXDA VALBRA LOT# 22
CONTACT PERSON/PHONE# : BJN/ART/438-0468 SEWER DIST: LC WATER DIST: CA 8
WATER
DATE: PERMIT 05/10/95 TYPE: SFD
INSPECTED DATE #
BY: INSPECTED : APPROVED - DISAPPROVED -
INSPECTED DATE BY: INSPECTED: APPROVED - DISAPPROVED -
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING PLANNING U/M WATER
PLAN CHECK#: CB941075 DATE :
PERMIT#: CB941075 PERMIT
PROJECT NAHE: 2432 SF + 628 SF GARAGE PLAN 3 PHASE 5A FAIRWAYS PC 94-362
04/ 10/9 5
TYPE: SFD
ADDRESS: 2842 AVENIDA VALERA
CONTACT PERSON/PHONE#: AXT/438-0468 SEWER DIST: LC WATER DIST: CA
DATE
BY: INSPECTiI f4d.A INSPECTED: r/yc APPROVED - DISAPPROVED -
INSPECTED DATE
BY: INSPECTED : APPROVED - DISAPPROVED -
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED -
s FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE G U/M WATER
/YAN CHECK#: CB941075 DATE: 04/10/95
EMIT#: CB941075 PERMIT TYPE: SFD PROJECT NAXE: 2432 SF + 628 SF GARAGE PLAN 3
PHASE 5A FAIRWAYS PC 94-362
ADDRESS: 2842 AVENIDA VALERA
CONTACT PERSON/PHONE#: ART/438-0468 SEWER DIST: LC WATER DIST: CA
Lot# 22
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED - DISAPPROVED -
PREFERRED CONSTRUCTION INSPECTIONS
4888 I Ronson Court "G" San Dicqo, Ca. 92111
I 2500
(619) 576-9110 Fax (619) 576-7028
-
- 1013 TEST ,REPORT JOB NO.
FAIRWAYS JOB
PHONE
MUELLER LEWIS CONCRE' CONTRACTOR -
2842 AVENIDA VALERA
FIELDSTONE COMPANY
ADDRESS
OWNER
- JEM I11
CITY OF CARLSBAD
ENGINEER
BLDG. AUTH. ,
MUELLER LEWIS CONCRETE
RERKUS GROUP ARCHITECTS
CLIENT
ARCHITECT -
94-1075 PLAN FILE -- PERMIT NO. =
JEFFREY GAYLER INSPECTOR
FIELD SAMPLE OF: CONCRETE LOCATION OF SPECIMEN
IN JOB OR STRUCTURE: LOT 822 NORTHEAST CORNER
JEFFREY GAYLER
4 "
11/21/94
11/22/94
MADE BY
SLUMP
DATE MADE
DATE R ECEl VED
SOURCE OF ROCK
35P
5.0 SACK
POZZOLAN
I1
ESCONDIDO READY MIX
MIX NO.
PROPORTIONS
ADMIXTURE
TYPE OF CEMENT
CONC. SUPPLIER
TICKET NO. 364796 INSPECTOR SIGN -
AGE TESTED
SPECIMEN MARKINGS
DATE TESTED
AREA - SO. IN.
ULTIMATE LOAD - LBS.
UNIT STRESS - PSI
SPECIFIED STRENGTH AT 28 DAYS - PSI
DISTRIBUTION: MUELLER LEWIS CONCRETE
FIELDSTONE COMPANY
JEM I11
CITY OF CARLSBAD
TEST NETHODS - ASTl4 (239: x C173: C231: C172:x C143:x C138:
DEVIATI&-S :
- ENGINEER
GEOCON INCORPORATED
PERMIT NO.:
~~~~~ ~~ ~ ~ ~
FOUNDATION OBSERVATION REPORT
JOB NAME: /=AlR&.dA./.( FILE NO.: 43v r - -3467-e
LOCATION DATE: )@?/ 9Y
FOUNDATION LOCATION (if not entire building)
0 ADDlTIONAL, OBSERVATION REQUIRED PLAN FILE NO.:
0 PURPOSE OF OBSERVATION: W Verify soil conditions exposed are similar to those anticipated.
CY Verify footing excavations extend to minimum depth recommended in soil report.
If Verify foundation reinforcement complies with minimum recommended in soil report.
If Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report.
Other: lad Q!Jt if & Xc/s Tam c%,, p
Pt Ai r& i &v+Y-dA j / 0 APPLICABLE SOIL REPORT: 'IITLE: Z;ylJ/&Ad
DATE:
0 SOIL REPORT RECOMMENDATIONS BASED ON: W Expansion Condition; 0 VERY LOW 0 LOW dmDIUM 0 HIGH VERY HIGH
I2 Fill Geometry
0 Other:
0 MINIMUM FOUNDATION RECOMMENDATION
Footing Depth: d12 INCHES 0 18 INCHES 24 INCHES OTHER /3T %YJ&
Footing Reinforcement: 0 NO, 4 T&B 0 2N0.4 T&B 0 NOS T&B OTHER: '
Interior Slab Reinforcement: 0 6~6-10/10 0 6x646 0 NO. 3 @I 24 INCHES 0 NO. 3 @I 18 INCHES
Slab Bedding Material and Thickness: Foundation Width:
If yes, identify and describe:
Vapor Barrier:
0 FOUNDATION PLAN REVIEWED: YES Ef NO El
0 OBSERVATIONS: @ Substantial conformance with Soil Report (see "Purpose of Observation"). Substantial conformance with Foundation Plans.
0 COMMENTS:
~ ~~ ~~~~~ ~
NOTE: IT IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL BE CLEANED OF LOOSE MATERIAL PRIOR TO
PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED. f?d 5id. TFc
FIELD COPIES TO GEOCON REPRESENTATIVE
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