HomeMy WebLinkAbout2165 CORTE ACEBO; ; CB982162; Permit09/2/2/9.3 09
Page' i of
Job Address
Permit Type
BUILDING PERMIT
19
1
2165 CORTE ACEBO Suite:
SINGLE FAMILY DWLNG - DETACHED
Permit No
Project No
Development No
Parcel No 255-260-08-00
Valuation- 189,526
Occupancy Group
Description:
Lot#
Referenced•
135
Construction Type
CT88-03 Status
PLAN 2,PHS 7,2114+625 GAR+91 Applied-
DECK+98 SF PORCH,VILLAGE Q,LA COSTA,KAUF Apr/Issue
Entered By
Appl/Ownr : KAUFMAN & BROAD 619 259-6000
12626 HIGH BLUFF DR STE 400
SAN DIEGO CA 92130
Plan Check Numbers > ORIG 972911 PCK 981766
*** Fees Required *** *** Fees Collected & Credits
CB982162
A9802852
DEV89110
VN
ISSUED
05/22/98
09/22/98
RMA
Fees 9,051 79
Adjustments. 00
Total Fees 9,051 79
Fee description
1333 09/22/98 0001 01 02
Total Credits. C-PftlfT 9051-79
Total Payments 00
Balance Due: 9,051 79
Units Fee/Unit Ext fee Data
Number of Bedrooms . . . >
Number of Bathrooms ...... >
Building Permit
Plan Check
Strong Motion Fee
Enter Plan Check Discount Amt > •.
Enter "Y" to Autocalc P.F.F. •';>'
Enter "Y" to Autocalc T.I.F.. >
Payoff Fee for CFD >
Enter LFM Fee ( Zones =6 , 11 , 12 ) ;>
Enter "Y" for Plumbing Issue Fee >
Each Plumbing Fixture or Trap >
Each Building Sewer .' >
Each Install/Repair Water Line >
Each Water Heater and/or Vent >
Gas Piping System >
Each Vacuum Breaker >
Enter "Y" for Electric Issue Fee >
Single Phase Per AMP >
Enter 'Y' for Mechanical Issue Fee>
Install Furn/Ducts/Heat Pumps >
Each Install Fireplace >
Each Exhaust Fan >
Each Install/Reloc Vent >
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FINAL
1 CLEARANCE,
CITY OF CARLSBAD
2075 Las Palmas Dr , Carlsbad, CA 92009 (619) 438-1161
OVAl
DA-t,
City of Carlsbad Inspection Request
For 5/25/99
Permit# CB982162
Title PLAN 2,PHS 7,2114+625 GAR+91
Description DECK+98 SF PORCH.VILLAGE Q,LA COSTA.KAUF
Inspector Assignment NF
2165 CORTEACEBO
Lot 135
Type SFD Sub Type
Job Address
Suite
Location
APPLICANT KAUFMAN & BROAD
Owner ACACIA CREDIT FUND 5-A L L C
Remarks
Phone 760-741-7363
Inspector /UP
Total Time
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By MIKE
Entered By CHRISTINE
Act Comments
Date
5/21/99
5/18/99
4/20/99
4/19/99
4/19/99
4/19/99
4/14/99
4/15/99
4/13/99
3/15/99
3/15/99
3/15/99
2/17/99
2/17/99
2/17/99
2/11/99
2/11/99
2/1/99
Inspection History
Description Act Insp Comments
89 Final Combo
39 Final Electrical
22 Sewer/Water Service
17 Interior Lath/Drywall
18 Exterior Lath/Drywall
23 Gas/Test/Repairs
16 Insulation
16 Insulation
84 Rough Combo
13 Shear Panels/HD's
15Roof/Reroof
82 Drywall/Ext Lath/Gas Test
11 Ftg/Foundation/Piers
21 Underground/Under Floor
31 Underground/Conduit-Wiring
21 Underground/Under Floor
22 Sewer/Water Service
89 Final Combo
CO NF
AP NF
AP NF
CO NF
CO NF
AP NF
AP NF
CA NF APPDON4/14
AP NF
CO NF
AP NF
WC NF
AP NF
AP NF
AP NF
AP NF
AP NF
WC NF
City of Carlsbad
Final Building Inspection FEB- I
Dept Building Engineering Planning CMWD St Lite Fire
Plan Check #
Permit*
Project Name
Address
Contact Person
Sewer Dist
CB982162
PLAN 2,PHS 7,2114+625 GAR+91
DECK+98 SF PORCH.VILLAGE Q,LA COSTA.KAUF
2165CORTEACEBO
N/A Phone
LC Water Dist O
Lot
Date
Permit Type
Sub Type
135
2/1/99
SFD
Inspected
By
Inspected
By
Inspected
By
Date
Inspected
Date
Inspected
Date
Inspected
Approved *
Approved
Approved
Disapproved
Disapproved
Disapproved
Comments
City of Carlsbad
Final Building Inspection
•jgk^TJI^CaJB
Dept. Building Engineering Planning
Plan Check #
Permit # CB982162
Project Name PLAN 2.PHS 7,21 14+625 GAR+91
DECK+98 SF PORCH.VILLAGE Q
Address 2165CORTE ACEBO
Contact Person N/A Phone
Sewer Dist LC Water Dist O
Inspected Date
Bv r\ 4—^ Inspected
Inspected Date
Bv Inspected
Inspected Date
Bv Inspected
Comments
CMWD StLite <Fire>
Date 2/1/99
Permit Type SFD
Sub Type
,LA COSTA.KAUF
Lot 135
^~7 *//*? *l Approved ^^"Disapproved
Approved Disapproved
Approved Disapproved
City of Carlsbad
Final Building Inspection
Dept- Building Engineering Planning CMWD 'St'tit? Fire
Plan Check*
Permit*
Project Name
Address
Contact Person
Sewer Dist
Inspected ,
Bv /
Inspected
Bv
Inspected
Bv
CB982162
PLAN 2.PHS 7,2114+625 GAR+91
DECK+98 SF PORCH.VILLAGE Q
2165CORTEACEBO
N/A Phone
LC Water Dist O
i Date
J & Inspected
Date
Inspected
Date
Inspected
Date
Permit Type
Sub Type
,LA COSTA.KAUF
Lot 135
2- / 21/7 i Approved L--^^
Approved
Approved
2/1/99
SFD
Disapproved
Disapproved
Disapproved
Comments
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P O Box 600627 , San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PROJECT TJTI.E
PROJECT LOCATION
ARCHITECT
GEN CONTRACTOR
Westfield/Village Q, Lot 135
2165CorteAcebo
Kaufman & Broad
Kaufman & Broad
SCSATFILENO
PERMIT NO
ENGINEER
SUBCONTRACTOR
9812071 IRNO
98-2162 TRACT
J L Davidson
Concrete Concepts
25(Pg1 of 1)
88-03-2
2/16/99
G Wolfram
#259
2/20/99
G Wolfram
#259
POST TENSION CONCRETE
PT ASTM A416, YS, 7 Wire, 270ksi
Concrete Superior Ready Mix #CC5
F'c = 2500psi
Time Arrived 1545 Time Departed 1630
I inspected post-tension cables, reinforcing steel and footings for the house foundations on Lot 135, plan 2 Hold
downs are not in place at this time
Time Arrived 0700 Time Departed 1230
I re-inspected foundation for hold downs All hold downs are in place and the foundation is acceptable for
concrete placement
I provided continuous inspection during the placement of concrete for the house foundation Consolidation of the
concrete was done by mechanical vibrator and tamper One set of three concrete test cylinders and a slump test
were taken from the concrete placed into the house foundation slab Slump test = 4 V*"
I hereby certify that I have inspected the above reported work Unless noted otherwise, the work is to the best of
my knowledge in compliance with the approved plans, specifications and applicable sections of the governing
building laws
DISTRIBUTION
(2) Kaufman & Broad, Attn Mike Cravens
(1) City of Carlsbad
REVIEWED BY
George A Gavit, R C E # 56564
SOUTHERN CALIFORNIA SOIL AND TESTING, iMiCElVEB
6280 RIVERDALE STREET, P O Box 600627, SAN Dmco, CA 92160 (619) 280-4321
APR t - 1999
Concrete Compressive Strength Test Report ENGINEERING
File Number
Project Title
Project Location
Architect
Engineer
Contractor
9812071
Westfiled Village (Q)
21 65 Corte Acebo
Kaufman & Broad
J L Davidson
Kaufman & Broad/Concrete Concepts
DEPARTMENT
Permit No 982162
Plan File No
Location In Structure
Material Supplier
Mix Designation
Admixture(s)
Time In Mixer (Minutes)
Truck Number
Samples Fabricated By
Lot #135 - house foundation slab
Superior Ready Mix
CC-5
Pozz
70 Slump, Inches 4-1/4
341 Ticket Number 120883
GAW Samples Tested By GG
CC Temp
Air Temp
Air Content
62°
Laboratory Number
Mark 135
Date Made
Date Received
Date Tested
Diameter, Inches
Area, Square Inches
Maximum Load, Pounds
Compressive Strength, psi
Age Tested, Days
Required 28 Day Strength, psi
Fracture Type
8322
02-20-99
02-21-99
03-02-99
600
2827
85,500
3,020
10
2,500
8323
03-20-99
114,500
4,050
28
8324
03-20-99
112,750
3,990
28
Specimen Compressive strength testing were performed by this agency in accordance with the ASTM C39-96 standard This agency makes no other
warranties express or implied
Legend Fracture Type - Cone =C, Cone and Split =CS, Cone and Shear =CSH, Shear = S, Columnar = CL
Distribution
(2) Kaufman & Broad
(1) City of Carlsbad
(1) Superior Ready Mix
Reviewed By
George Gavit, RCE #56564
02-20 doc 3/22/99
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 RIVERDALE STREET, PO BOX 600627, SAN DIEGO, C A 92160-0627, Phone (619) 280-4321, FAX (619) 280-4717
FIELD INSPECTION REPORT FOR* D REINFORCED CONCRETE D REINFORCED MASONRY Q WELDING Q FIREPROOFING
JStfT CONCRETE D EPOXY ANCHORS DH S BOLTING D
PROJECT TITLE /jJ/f^~T"7^'//ii/A ~V I 3 S~1 SCS&T FILE No ^ & ^s^ C$~7 /
PROJECT LOCATION O / / <T* /?, _,_, /j />s-- /-> ^ i PERMIT No£2 C 9 / / . ~v PLAN FILE Norv / (<' J i ft f** I r~ /~f v- 1~ ' > (\ / u p* / »£••' "*"-.
ARCHITECT ix< A r '-j ,. ENGINEER i , >x - ,-.
GENERAL CONTRACTOR j /.. f- ^ , A -, . .-> SUB CONTRACTOR X?, f/^r??/"A/;7~f'
MATERIAL CLASSIFICATION is,——. At-~i A(J/^ !/ ' "/' ^T-.^r'jT2* ( /- \ ^ ~\A-\ r\M t v^? , /^ /co ( // c- -*' /c ^r S /
•
DATE
1-//6/&
' /
1 hereby certify tt
work Unless no
the best of my knc
plans, specificat
governing buildm
DESCRIPTION OF WORK INSPECTED
1 /O <\?~}/ZLf 7~7^0 /f)/'/ / "" ~/~/c'.J\J*£lf'a.s) t /^d&/ f^- C £ <?-/AJf~Qf?Ci.
CTX^ / x?/.)'\ /L-Or^'7~'/^J A/ T >-cj&? /j'<r //{}()<t/z /- /o o r>u }C^r/7 '('^
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tfT7/Sf7 77/^*J ~T?/4T tt<.J^a.A77c»M ^ /)/)*,*><
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4^/Cf. (^ IT\ ~7~I/\ii( f /~r*\ i'? i^/"}/l-J {"/<?£• /(Z f) ISlf/Z-tVlfAjl 1 , •• '
t/ ^ "
•-
••
"
(Qfi'^'&t^r-f f-l ' /-/ ^('}^f-K^\ l^\ S f ) / ^-f ) ^
' -^^ / <•? "1 X?/* ' •A'lat 1 have inspected the above reported / - ////'' ^//// /J^ /^J ^ (. * ~' -" ~" '"^ <"
ted otherwise, the work inspected is to i ^ ----«> _^ •-/. A^&-r £-*— ' -f- Ci )' } (..•/•^" ' / Sfr / \ ~ \ 7
>wledge in compliance with the approved ^ -f / INSPECTORS SIGNATURE REGISTRATION No
ions and applicable sections of the A 1 / — / ~ — — 4 / / , /*o ^">
g laws ! y \J"^O / / <V ^X? ' 6<? •• ? <i' / /('••>/?/
SUPERINTENDANTS SIGNATURE ' -DATE
' '
t(
' GEOCON
INCORPORATED GEOTECHNICAL CONSULTANTS
6960 FLANDERS DRIVE • SAN DIEGO, CALIFORNIA 92121-2974 • TEL (619) 556-69OO • FAX (619) 558-6159
FOUNDATION OBSERVATION REPORT
hlolfA " VA "*5<^ & - JDcSrflcMi PROJECT NOPROJECT NAME
LOCATION £***DATE
FOUNDATION LOCATION (if not enhre building)£07"
PLAN FILE NO
FOUNDATION TYPE
D CONVENTIONAL
tf POST TENSIONED
PERMIT NOS
D ADDITIONAL OBSERVATION REQUIRED
SJ SUBSTANTIAL CONFORMANCE
• PURPOSE OF OBSERVATION
V& Verify soil conditions exposed are similar to those anticipated
SI Verify footing excavations extend to minimum depth recommended in soil report
D Verify foundation reinforcement complies with minimum recommended in soil report
D Verify slab reinforcement, sand bedding and moisture barrier comply with minimum recommended in soil report
K[ Verify footings have been extended to an appropriate bearing strata
D Other
APPLICABLE SOIL REPORT TITLE
DATF
• SOIL REPORT RECOMMENDATIONS BASED ON
^f Expansion Condition $f VERY LOW D LOW D MEDIUM
|5f Fill Renmetry f~til £. 3O
D HIGH D VERY HIGH
D Other
MINIMUM FOUNDATION RECOMMENDATIONS
Footing Depth D 12 Inches D 18 Inches D 24 Inches OTHER f**• or
**Footing Reinforcement DNo4T&B D2-No4T&B D 2-No 5T&B jj& Post-Tensioned OTHER __'
Interior Slab Reinforcement D 6x6-10/10 D 6x6-6/6 D No 3@24lnches D No 3@18lnches flj] Post-Tensioned
Slab Bedding Material and Thickness J^ <J^^. Vapor Barrier
j 1'' j-, *Foundation Width 'J* O^
• OBSERVATIONS
<$ Substantial conformance with Soil Reports (see "Purpose of Observation")
D Substantial conformance with Foundation Plans Identify .
D Other
COMMENTS
i IS ASSUMED THAT ALL FOOTING EXCAVATIONS WILL K CLEANED OF LOOSE MATERIAL PRIOR TO PLACING CONCRETE AND THAT THE SOIL MOISTURE CONTENT WILL BE MAINTAINED
K+
FIELD COPIES TO REPRESENTATIVE