HomeMy WebLinkAbout1671 PLOVER CT; ; CB970092; PermitB U T I N G E R M
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Perm1
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1 Va~uation:
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cupancy G oup: R3 Re rence#:
De~cr1ptirn: NDR~NG-PHS 9,BLD17A,6623+1899
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21
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: GART682 DECK,1665,67,69,71 PLOVER CT Apr/ s:::.ue:
..,UED
~IO 97
01/ 2/97
RMA
Appl/Ownr: BARRATT AMERICAN
2 JS CORTE DE NOGAL, STE 160
CARLSBAD, CA 9i 1
~ q4-o_;.;3
***
Pan Check Numbei
Feew R•quired *** ------------------.
Fees: 36,6
Adju ... tment"":
ot Fee : 6,b
Fee des ript on
~umber f edrooms
~ m r of throoms
Enter# nit & ode-
Building f'ermit
Phrn Ch ci<
Strong Motiot f e
Ent r Y t Autocal
Ent •r # Unit~ to Aut
Pay ff Fee tor CFO
* BU1LDING TOTAL
Enter 'Y' for Plumbing
E1ch Plwnbing Fixture o
E ch Bui'aing Sewer
E ch In~t ll/Repa1r Water
Each Wat r Heater and/or Ven
Gaw Piping System
Each V cuum Bren er
/( PLUMBING ..,OTAL
Enter Y' for Electric Issue Fee
. ingle Pha~e Per AMP
* ELEC~RI AL TOTAL
' ***
Enter 'Y' for M chan1cal Is ue Fee>
nstall Fur1/Duct~/Heat
Each Inwtnll Fir pl ice
Eacn Exhau"'t Fan
* MECHANICAL TOTAL
Pu1 p >
>
619
500
4
4
16
CITY OF CARLSBAD
Entered By:
431-0800
1,400.
3b,2r.4 40
Ext fE•
11.
0.0
t
9b . 0 8
9. 0
6. 0
t>.5
2046.00
1 30,0U
50.0
9 24.00 Y
17 8. JO
792.4
',670.4
20.0
448.00
60. 0
28. 0
28.0
28.
56.0
668.00
10.C Y
12 . 00
y
NCE W e¼-121e
2075 Las Palrnas Dr., Carlsbad, CA 92009 (619) 438-1161
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB970092 FOR 06/20/97
DESCRIPTION: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
TYPE: CONDO
JOB ADDRESS: 1665 PLOVER CT
APPLICANT: BARRATT AMERICAN
CONTRACTOR:
OWNER:
REMARKS: BJN/MORGAN/930-0722
SPECIAL INSTRUCT: PM REQUESTED
TOTAL TIME:
CD
19
29
39
49
LVL DESCRIPTION
ST Final structural
PL Final Plumbing
EL Final Electrical
ME Final Mechanical
***** INSPECTION
DATE DESCRIPTION ACT
061897 Final Electrical NS
061697 Final Electrical PA
060497 Gas/Test/Repairs AP
053097 Gas/Test/Repairs AP
050997 Interior Lath/Drywall NR
050997 Exterior Lath/Drywall NR
050897 Interior Lath/Drywall AP
050897 Exterior Lath/Drywall AP
050797 Interior Lath/Drywall NR
050797 Exterior Lath/Drywall NR
050697 Exterior Lath/Drywall NR
050297 Rough Combo AP
042997 Rough Combo NR
042297 Shear Panels/HD's AP
042197 Roof Sheathing/Ext Shear AP
041897 Shear Panels/HD's AP
041897 Roof/Reroof AP
041797 Roof Sheathing/Ext Shear NS
041597 Roof/Reroof NR
040397 Roof/Reroof NR
021897 Underground Combo AP
020797 Underground/Under Floor AP
PHONE:
PHONE:
PHONE:
HISTORY
INSP
PY
PY
PY
PY
TP
TP
TP
TP
TP
TP
TP
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
INSPECTOR AREA PY
PLANCK# CB970006
OCC GRP R3
CONSTR. TYPE VN
STE: LOT: 21
619-431-0800
*****
COMMENTS
WRONG ADDRESS
DEPT : BUILDING
FINAL BUILDING INSPECTION
ENGINEERING FIRE ~G U/M
PLAN CHECK#: CB970092
PERMIT#: CB970092
PROJECT NAME: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
ADDRESS: 1665 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
INSPECTrn UJ -BY: f /\:-:::::::::' J
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE r..h '"\ t"I / INSPECTED: ~ APPROVED ~ DISAPPROVED
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING
LAN CHECK#: CB970092
PERMIT#: CB970092
FIRE PLANNING U/M
PROJECT NAME: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
~
DATE: 06/07/97
PERMIT TYPE: CONDO
ADDRESS: 1665 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA JU 1 9
INSPECTED Ot:1?) DATE
BY: J. ;~ INSPECTED: 6·17-5'7 APPROVED DISAPPROVED _L
INSPECTED QA? DATE t5-u.!J7 APPROVED L BY: INSPECTED: DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS:
.J AL BUILDING INSPECTION
DEPT: BUILDING FIRE PLANNING U/M WATER
CHECK#: CB970092
PERMIT#: CB970092
PROJECT NAME: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
ADDRESS: 1665 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
INSPECTED PL?? DATE
BY: INSPECTED: 6-1 7-97 APPROVED
INSPECTED £/-2 DATE 6·2Cl•9/ BY: INSPECTED: APPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED
COMMENTS:
DATE: 06/07/97
PERMIT TYPE: CONDO
9
DISAPPROVED L
t/ DISAPPROVED
DISAPPROVED
DEPT: BUILDING
FINAL~ING INSPECTION
ENGINEERING ~ PLANNING U/M WATER
PLAN CHECK#: CB970092
PERMIT#: CB970092
PROJECT NAME: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
ADDRESS: 1665 PLOVER CT Lot#
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
DATE
DATE: 06/07/97
PERMIT TYPE: CONDO
'11 r ~ ~ r · ~ "11 ~ ~ j
w "I JUN 16 1997
w ~
'=~~============= =====
INSPECTEPi
BY: C . INsPEcTED: LR /?'z I APPROVED ~ DISAPPROVED
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
---------------------------------------======--==========-----------=-----===
COMMENTS:
DEPT: BUILDING ENGINEERING
PLAN CHECK#: CB970092
PERMIT#: CB970092
FIRE PLANNING
PROJECT NAME: SNDRLNG-PHS 9,BLD17A,6623+1899
GAR+682 DECK,1665,67,69,71 PLOVER CT
ADDRESS: 1665 PLOVER CT Lot#
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
21
@rn@rn ~
lJI] ~--91997
I
CARLSC! 'l MUNICIPAL WATEt< r•c-T"''CT
INSPECT D DA ~ BY ~......_.....,,_...... ~PECTED:~PPROVED Y-orSAPPROVED -
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PRO.JECT TITLE:
Pll.o.n:CT LOCATION:
Sanderling at Aviara
See Project Summary
SCS,.TFILENO:
PERMIT NO:
9412315 J.R.NO: 21 (Pg 1 of 21
See Summary PLAN FILE NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis Erigineering
CID"IERAL CONTRACTOR: Barratt American, Inc. suacoNTRACTOR: Mueller Lewis
2/17197
J. Blakely
ICBOS
Concrete 26916
P.T. 79299
DISTRIBUTION:
PROJECT SUMMARY
BUILDING ADDRESS PERMIT BUILDING ADDRESS PERMIT
15 1 660 Plover Court 970096 17 1667 Plover Court 970092
15 1662 Plover Court 970096 17 1669 Plover Court 970092
16 1 664 Plover Court 970095 17 1671 Plover Court 970092
16 1666 Plover Court 970095 18 1661 Plover Court 970097
16 1668 Plover Court 970095 18 1663 Plover Court 970097
17 1665 Plover Court 970092
REINFORCED CONCRETE Time Arrived: 0700 Time Departed: 1530
Reinforcing Steel: ASTM A615
Concrete: Mix #355PAE, 3000 psi; design 2500 psi
Inspected the reinforcing steel, PA straps, hold down bolts, footings and concrete placement at the slabs-on-
grade located at 1660, 1662, 1664, 1666 and 1668 Plover Court. The concrete was mechanically vibrated
at the stem walls and perimeters of the structures. Obtained concrete cylinders for testing. This portion of
work did not require special inspection but was for quality control purposes only.
The following portion of work required special inspection:
Inspected the post-tension tendons, reinforcing steel, PA straps, hold down bolts and 1ootings at the slabs-on-
grade located at 1665, 1667, 1669, 1671, 1661 and 1663 Plover court.
NOTE: Building 18 did not have the hardware installed at the time of inspection.
To the best o1 my knowledge, all work was in accordance with the approved plans.
121 Barratt American, Inc.
I 11 City of Carlsbad
Michael B. Wheeler, R.C.E. #45358
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-l321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCU.TFILENO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 2 of 21
See Summary PLANnU:NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suacONTRACTOR: Mueller Lewis
2/19/97
J. Blakely
ICBO 79299
DISTRIBUTION:
POST TENSION CONCRETE Time Arrived: 0700 Time Departed: 1530
Post-Tension Tendons: ASTM A416, 112·. 270 ksi
Concrete: Mix #355PAE, 3000 psi; design 2500 psi
The following portion of work required special inspection:
Inspected the concrete placement at the post-tension slabs-on-grade located at 1665, 1667, 1669, 1671,
1661 and 1663 Plover Court.
NOTE: Building 18 had all of the hardware installed, including the back-up bars, prior to concrete placement.
(See Special Inspection Report dated 2/17/971-
The concrete was mechanically vibrated at the stem walls and perimeters of the structures. Obtained
concrete cylinders for testing. To the best of my knowledge, all work was in accordance with the approved
plans.
121 Barratt American, Inc.
11 I City of Carlsbad
REVIEWED BY:
Michael B. Wheeler, R.C.E. #45358