HomeMy WebLinkAbout1660 PLOVER CT; ; CB970096; PermitPERMIT# CB970096
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 06/23/97
9,BLDG 15 C DESCRIPTION: SANDERLING-PHASE
2941+942 GAR+341 SF DECK,1660&62 PLOVER
INSPECTOR AREA PY
PLANCK# CB970006
OCC GRP R3
CONSTR. TYPE VN TYPE: CONDO
JOB ADDRESS: 1660
APPLICANT: BARRATT
CONTRACTOR:
OWNER:
PLOVER CT
AMERICAN
REMARKS: R/MORGAN/930-0722
SPECIAL INSTRUCT:
TOTAL TIME:
CD
39
LVL DESCRIPTION
EL Final Electrical
---
***** INSPECTION
DATE DESCRIPTION ACT
061297 Final Electrical PA
061197 Final Electrical NS
052397 Gas/Test/Repairs AP
051297 Frame/Steel/Bolting/Welding AP
051297 Rough/Topout AP
051297 Rough Electric AP
043097 Roof Sheathing/Ext Shear AP
042997 Interior Lath/Drywall AP
042997 Exterior Lath/Drywall AP
042897 Interior Lath/Drywall NR
042897 Exterior Lath/Drywall NR
042497 Rough Combo AP
041197 Shear Panels/HD's AP
040497 Roof/Reroof AP
032897 Shear Panels/HD's NR
032897 Roof/Reroof AP
021497 Underground/Conduit-Wiring AP
021497 Ftg/Foundation/Piers AP
021497 Underground/Under Floor AP
020797 Underground/Under Floor AP
STE:
PHONE: 619-431-0800
PHONE:
PHONE:
LOT: 21
INSPEC,,0Rr1-+-.---------
HISTORY *****
INSP COMMENTS
PY METER REL
PY
PY
DC
DC
DC
DC
PY
PY
PY
PY
PY
PY
PY
PY
PY
PD
PD
PD
PY
DEPT: BUILDING ENGINEERING FIRE U/M WATER
PLAN CHECK#: CB970096 DATE: 06/07/97
PERMIT#: CB970096 PERMIT TYPE: CONDO
PROJECT NAME: SANDERLING-PHASE 9,BLDG 15 C
2941+942 GAR+341 SF DECK,1660&62 PLOVER
ADDRESS: 1660 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
INSPEC~ ~ BY: c 7
~:~~ECTED:~==:::::::==-==::::::::::=:=
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED: ____ APPROVED DISAPPROVED
DATE
INSPECTED: APPROVED DISAPPROVED
DEPT: BUILDING FIRE PLANNING U/M WATER
I.AN CHECK#: CB970096 DATE: 06/07/97
PERMIT#: CB970096 PERMIT TYPE: CONDO
PROJECT NAME: SANDERLING-PHASE 9,BLDG 15 C
2941+942 GAR+341 SF DECK,1660&62 PLOVER
ADDRESS: 1660 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722 vuN 9
SEWER DIST: CA WATER DIST: CA
DATE INSPECTED
BY: INSPECTED: 6-/;'-97 APPROVED ,L_
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED _L
APPROVED
DISAPPROVED -2:f._
DISAPPROVED
DISAPPROVED
FINAL BUILDING INSPECTION ~
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M -~
LAN CHECK#: CB970096 DATE: 06/07/97
PERMIT#: CB970096 PERMIT TYPE: CONDO
PROJECT NAME: SANDERLING-PHASE 9,BLDG 15 C
2941+942 GAR+341 SF DECK,1660&62 PLOVER
ADDRESS: 1660 PLOVER CT Lot# 21 9
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
INSPECTED 947 DATE
BY: INSPECTED: 6-/7-97 APPROVED DISAPPROVED _L
INSPECTED /26? DATE t:1-z~,7 J ✓ BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
COMMENTS:
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERI~G ~ PLANNING U/M WATER
PLAN CHECK#: CB970196 DATE: 06/07/97
PERMIT#: CB970196 PERMIT TYPE: CONDO
PROJECT NAME: 4231+1492 GAR,F BLDG,3 UNITS
LOT 1,BLDG 41,6865,67&69,BUILDOUT-SANDRL
ADDRESS: 6865 ADOLPHIA DR Lot# 01 ~i
coNTACT PERSON/PHONE#: MORGAN/930-0122 1i l; v ... , _ J ,, -:i,7
1
·' rl/
SEWER DIST: CA WATER DIST: CA U • . , ' ] . 199l) , j ·
===================================================== ~r =-===========-L,,J ====
INSPECTEI:n DATE -~
BY: c -l3uc.l-INSPECTED: 1t/9z APPROVED &. DISAPPROVED _
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING FIRE PLANNING ~ATER
PLAN CHECK#: CB970096
PERMIT#: CB970096
DATE: 06/07/97
PERMIT TYPE: CONDO
PROJECT NAME: SANDERLING-PHASE 9,BLDG 15 C
2941+942 GAR+341 SF DECK ,1660&62
ADDRESS: 1660 PLOVER CT
CONTACT PERSON/PHONE#: MORGAN/930-0722
PLOVER rn m @ L LJ w [( : :'\
D ---,w Lot# 21
JUN , -~· 1997 '
SEWER DIST: CA WATER DIST: CA CARLSBAD
INSPECTED
BY :
INSPECTED
BY :
,::;:,,6:~---_ _ _______________________ L--MUNICIPAL WATER DISTRI _
DATE
INSPECTED:
DATE
INSPECTED:
f~/11PPROVED ~ISAPPROVED _
APPROVED DISAPPROVED
APPROVED DISAPPROVED
----------------------------------------------------------.-------------==---
COMMENTS:
SOUTHERN CALIFORNL.\ SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego. CA 92160, (619) 28~321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&.T nLENO:
l'ERMITNO:
9412315 J.R.NO: 21 (Pg 1 of 21
See Summary PLAN FILE NO:
AJtoon:cr, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. sUBCONTRAcroR: 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: 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.
121 Barratt American, Inc.
{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) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROIECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&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
GEN"ERAL CONTRACTOR: Barratt American, Inc. suecONTRACTOR: 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.
(21 Barratt American, Inc.
(11 City of Carlsbad
REVIEWED B'V:
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:
f[RMITNO:
9412315 I.R.NO: 21 (Pg 1 of 21
See Summary PLAN FILE NO:
ARCHJTEcr, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: 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: 1530
Reinforcing Steel: ASTM A61 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 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.
(21 Barratt American, Inc.
(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) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&. T FILE NO:
rERMTTNO:
9412315 I.R.NO: 21(Pg2of2)
See Summary PLAN FILE NO:
AROIITEcr, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suscoNTRAcroR: 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.
(2) Barratt American, Inc.
(11 City of Carlsbad
REVIEWED BY:
~~#«/
Michael B. Wheeler, R.C.E. #45358
----·•·· ------·-···