HomeMy WebLinkAbout1666 PLOVER CT; ; CB970095; Permit0 /22/97 1
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1664 PL VER CT
NDOMIN UMS
37 ,029
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Suite:
L t#: 21
C
R ference#:
n: SANDLING-PH
: 14 3 GA
9-BLDG 6-,4922+
DE K, 064,6&,68 PL VER CT
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App /Ownr: BARRE~T AMERICAN 619-431-80
035 CORE DE N GAL, STE 1 0
CARLSBAD (rl
Oe.tl,-l'.£~'-l'O~b
***
an Check Num
Fe~ Requi~ed *** ***
20 8 01/22 97 000 0
Fee Co l •ct & Cr 1 t Rf"rT
Fe s:
A u tm nt..,:
1otal Fee :
de ... r1p ion
Erter # Unit
*
Entel "Y' for Plt..mbl
E h Pluming F1xtur
Each Building ewer
Ea h rn tall/Repair Wt
E ch Water He tr a1d/or
Ga., P'pinJ Sy..,t m
Ea h Vacuum teakPr
* PLUM [N T TA...,
Enter 'Y for Electr1 I J
ngle hase Pr AMP
* ELECTRI AL TOTAL
Enter 'Y' for M ch1nic l Is e F
In tal Fuzn/Duct /Hat Pump., >
Each nstall Fir pl ce
Each Exh u~t F n >
* M ~HANICAL TOTAL
~~~-
37
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2
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1,0 0.00
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APPROVAL
~-DATrf:µdn_
NCE ftJ ~ g~-'17 /lf
CITY OF CARLSBAD
2075 Las Palmas Dr., Carlsbad, CA 92009 (619) 438-1161
CITY OF CARLSBAD
INSPECTION REQUEST
PERMIT# CB970095 FOR 06/23/97
DESCRIPTION: SANDLING-PHS 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
TYPE: CONDO
JOB ADDRESS: 1664 PLOVER CT
APPLICANT: BARRETT AMERICAN
CONTRACTOR:
OWNER:
PHONE:
PHONE:
PHONE:
INSPECTOR AREA PY
PLANCK# CB970006
OCC GRP R3
CONSTR. TYPE VN
STE: LOT: 21
619-431-0800
REMARKS: R/MORGAN/930-0722
SPECIAL INSTRUCT:
INSPECTOR ~n'-n·,;{~_· _______ _
TOTAL TIME:
CD
39
LVL DESCRIPTION
EL Final Electrical
---
***** INSPECTION
DATE DESCRIPTION ACT
061297 Final Electrical PA
061197 Final Electrical NS
053097 Gas/Test/Repairs AP
050697 Exterior Lath/Drywall AP
050297 Interior Lath/Drywall AP
050297 Exterior Lath/Drywall AP
042897 Rough Combo AP
042597 Frame/Steel/Bolting/Welding NR
042597 Rough/Topout AP
042597 Rough Electric NR
042597 Rough/Ducts/Dampers NR
042497 Rough Combo NR
041697 Shear Panels/HD's AP
041597 Shear Panels/HD's NS
040497 Roof/Reroof AP
021497 Ftg/Foundation/Piers AP
021497 Underground/Under Floor AP
021497 Underground/Conduit-Wiring AP
020797 Underground/Under Floor AP
HISTORY *****
INSP COMMENTS
PY METER REL
PY
PY
TP 1964-66-68
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
PY
PD
PD
PD
PY
I
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING FIRE e U/M
PLAN CHECK#: CB970095
PERMIT#: CB970095
PROJECT NAME: SANDLING-PH$ 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
ADDRESS: 1664 PLOVER CT
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
========· ~ INSPE~ BY:
INSPECTED
BY:
INSPECTED
BY:
DATE c.Lt ....
INSPECTED:~
DATE
INSPECTED:
DATE
INSPECTED:
Lot# 21
APPROVED
APPROVED
APPROVED
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
DISAPPROVED
DISAPPROVED
DISAPPROVED
-------=----------------------------------===---=============================
COMMENTS :
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING
CHECK#: CB970095
PERMIT#: CB970095
FIRE PLANNING
PROJECT NAME: SANDLING-PHS 9-BLDG16-B,4922+
U/M
1423 GAR+62 DECK,1664,66,68 PLOVER CT
ADDRESS: 1664 PLOVER CT Lot#
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
§)
21
DATE: 06/07/97
PERMIT TYPE: CONDO
JUN 9
=============================================---=============================
INSPECTED 07&. DATE
BY: INSPECTED: b-17-17 APPROVED DISAPPROVED ..L_
INSPECTED /?4 DATE
APPROVED ✓ BY: INSPECTED: 6'·zP---'J7 DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
=============================================================================
COMMENTS:
DEPT: BUILDING
FINAL BUILDING INSPECTION ~ FIRE PLANNING U/M
CHECK#: CB970095
PERMIT#: CB970095
PROJECT NAME: SANDLING-PHS 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
ADDRESS: 1664 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: .CA
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
9
=============================================================================
INSPECTED y,:~ DATE
DISAPPROVED ✓ BY: INSPECTED: 6-/?-"77 APPROVED
INSPECTED 9,,4;? DATE
BY: INSPECTED: b·Z o~'lJ APPROVED V DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS:
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING ~ PLANNING U/M WATER
PLAN CHECK#: CB970095
PERMIT#: CB970095
PROJECT NAME: SANDLING-PHS 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
ADDRESS: 1664 PLOVER CT Lot#
DATE: 06/07/97
PERMIT TYPE: CONDO
CONTACT PERSON/PHONE#: MORGAN/930-0722 Y JUN 16 1997
SEWER DIST: CA WATER DIST: CA L
======================================================== °'F=============!====
INSPECTEJ? DATE -
BY: C: . '/3 u c_L INSPECTED: l /9 7 APPROVED _K._ DISAPPROVED
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
I
APPROVED DISAPPROVED
APPROVED DISAPPROVED
=============================================================================
COMMENTS:
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING e) WATER
PLAN CHECK#: CB970095
PERMIT#: CB970095
PROJECT NAME: SANDLING-PHS 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
ADDRESS : 1664 PLOVER CT Lot#
CONTACT PERSON/PHONE#: MORGAN/930-0722
DATE: 06/07/97
PERMIT TYPE: CONDO
@~0\'1/§~
►--. -9 1991 l!J
SEWER DIST: CA WATER DIST: CA CARLSBAD TRICT ~~~~~::::::~~i:::::=:::=::~~::::::~==
INSPECTED DATE
BY: __________ INSPECTED: ___ APPROVED DISAPPROVED
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED: 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:
PKOJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&T FILENO:
PERMIT NO:
9412315 I.It.NO: 21 (Pg 1 of 2)
See Summary PLAN FILE NO,
AROUTECT, The KTGY Group ENGINEER: Gouvis Engineering
CENERALCONTRACTOR: Barratt American, Inc. suecoNTRACTOR: Mueller Lewis
2/17 /97
J. Blakely
ICBOS
Concrete 26916
P.T. 79299
DISTRIBUTION:
PROJECT SUMMARY
BUILDING ADDRESS PERMIT BUILDING ADDRESS PERMIT
15 1660 Plover Court 970096 17 1667 Plover Court 970092
15 1662 Plover Court 970096 17 1669 Plover .Court 970092
16 1664 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: 1 530
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 footings 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 of my knowledge, all work was in accordance with the approved plans.
121 Barratt American, Inc.
I 11 City of Carlsbad
-r
Michael B. Wheeler, R.C.E. #45358
'
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PRo.n:CT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&T FILE NO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg2of2)
See Summary PLAN FILE NO:
ARC1DTEcr, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suBCONTRAcroa: 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 /97 ).
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.
(21 Barratt American, Inc.
(1 I City of Carlsbad
REVIEWED BY:
~~4«1/
Michael B. Wheeler, R.C.E. #45358
•
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS£ T FILE NO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 1 of 21
See Summary l"LAN FILE NO:
ARCHITECT, The KTGY Group ENG[NEER: Gouvis Engineering
cl:NERAL CONTRACTOR: Barratt American, Inc. suacoNTRACTOR: Mueller Lewis
2/17 /97
J. Blakely
ICBOS
Concrete 26916
P.T. 79299
DISTRIBUTION:
PROJECT SUMMARY
BUILDING ADDRESS PERMIT BUILDING ADDRESS PERMIT
15 1660 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 AS 1 5
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 footings at the slabs-on-
grade located at 1665, 1667, 1669, 1671, 1661 and 1663 Plover court.
NOTE: Building 1 8 did not have the hardware installed at the time of inspection.
To the best of my knowledge, all work was in accordance with the approved plans.
12) Barratt American, Inc.
I 1 I 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
SC:W. T FILE NO:
l'ERMITNO:
9412315 I.R.NO: 21 (Pg 2 of 21
See Summary PLAN FILE NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suBCONTRACTOR: 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 /97 I.
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.
111 City of Carlsbad
REVIEWED BY:
Michael B. Wheeler, R.C.E. #45358
SOUTHERN CALIFORNL.\ SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-1321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&TFILENO:
l'ERMITNO:
9412315 J.R.NO: 21 (Pg 1 of 21
See Summary PLAN FILE NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis EnQineering
CENERALCONTRAcroR: Barratt American, Inc. suacoNTRACTOR: Mueller Lewis
2/17 /97
J. Blakely
ICBOS
Concrete 26916
P.T. 79299
DISTRIBUTION:
PROJECT SUMMARY
BUILDING ADDRESS PERMIT BUILDING ADDRESS PERMIT
15 1660 Plover Court 970096 17 1667 Plover Court 970092
15 1662 Plover Court 970096 17 1669 Plover Court 970092
16 1664 Plover Court 970095 17 1 671 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 footings 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 of my knowledge, all work was in accordance with the approved plans.
(2) Barratt American, (nc.
( 1 I City of Carlsbad
Michael 8. Wheeler, R.C.E. #45358
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SC!i&T FILE NO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 2 of 21
See Summary PLAN FILE 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.
111 City of Carlsbad
REVIEWED BV:
~~4«1/
Michael B. Wheeler, R.C.E. #45358