HomeMy WebLinkAbout1668 PLOVER CT; ; CB970095; PermitB U I ;:, J I N G P E R M I ~
0 J./ 2/97 15: , S -
age 1 of 1
Jlh Addre!:is: 1664 PLOVER CT Suite:
Perm,L t Tyr ONDOMINTUMS
p cl r C • l N () : --,,.+~C) ~.J;i._~~ ::..ot#: .1
1 Valuatl.01. 37~, 029
O cupancy Group: R3 Reference#:
escr1pt1 n: SANDLING-PH$ 9-BLDG16-B,4922+
: 1423 GAR+b DfCK,1664,66,68 PLOVER CT
Penni N
ProJe N
:ieve oprnent N
Construction TypP.: VN
Status: ISS F,
Ai;pl1 d: 01/ 3/
Apr/Issue: 0~/22/97
Enter 3 By: RMA
Appl/Owr.r: BARRETT AMERICAN 619-431-80
035 CORTE DEL NOGAL, STE 160
CARLSBAD CJ:-\ J t
oe.11r c.e,~ t.l-O 3.6 "b
7 (l I 20 8 01 22197 0001 01 02
***
Pan Check Num
Fe s Requ1red *** * 1:. * F,~es Cal lect,_d & Credi tS:-PRMT * i<,!,c
A
Fees:
u ... trrent -:
Total Fee :
F des Ilption
:l7 ,554.31
. 0
27,554.
Erter #Units & Code-
Bu1l<ling P•rmit
Plan Check
Str(ng Mot1on fee
En er 'Y' to Autoca
Enter# Units to Au
P yoff Fee fr CF
* BUILD NG TOTAL
Er tei Y for Plumb1
E ch Plumbing F1xtur-•
Each Building Sewer
Each nstall/Repa1r W
E ch Water Heat rand/or
G ~ Piping System
Each VQcuum 81eaker
* FLUM [N, "'OTA:::.
Enter "Y for Electric I "'U fee
ngle Phase Per AMP >
~ ELECTRI AL TOTAL
Enter 'Y' for Mech nical Issue Fee>
In tal~ Furn/Duct ... /Heat Pu •P"' >
Pach nstall Fir place
Each Exh ust Fdn >
A ME 'HANICAL TOTAL
~--------
3
12
.00
6 . 0
b.
.uo
1,050.00
26,504 .~1
Ext fee Data
7200.00 D5/8
1599,U
1 39.
~7. 0
b789.C Y
129b.OC
8844.3
2680 , 31
2 . 0( Y
336.UO
4 . 0
2 . )
2 . 0
21.0
42.
G6.00
0. y
9 . 75
1 4.0
15.00 Y
7.0C
19.5
78.00
140.
FINA APPR OVAL
INSPf~---DATri-µdJJ._
CLEAR NCE ~~ rz(e-'17 fUJ
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 ~?4}'-1,·~~---------
TOTAL TIME:
CD
39
LVL DESCRIPTION ACT CO~ENT~ l1 n ~ /__. 0f, ~_N_,(!_j_jl_a.JJ.______;~::........!j...·· __ EL Final Electrical
------------------------------------
***** INSPECTION HISTORY *****
DATE DESCRIPTION ACT INSP COMMENTS
061297 Final Electrical PA PY METER REL
061197 Final Electrical NS PY
053097 Gas/Test/Repairs AP PY
050697 Exterior Lath/Drywall AP TP 1964-66-68
050297 Interior Lath/Drywall AP PY
050297 Exterior Lath/Drywall AP PY
042897 Rough Combo AP PY
042597 Frame/Steel/Bolting/Welding NR PY
042597 Rough/Topout AP PY
042597 Rough Electric NR PY
042597 Rough/Ducts/Dampers NR PY
042497 Rough Combo NR PY
041697 Shear Panels/HD's AP PY
041597 Shear Panels/HD's NS PY
040497 Roof/Reroof AP PY
021497 Ftg/Foundation/Piers AP PD
021497 Underground/Under Floor AP PD
021497 Underground/Conduit-Wiring AP PD
020797 Underground/Under Floor AP PY
I
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING FIRE @ U/M
PLAN CHECK#: CB970095
PERMIT#: CB970095
PROJECT NAME: SANDLING-PHS 9-BLDG16-B,4922+
1423 GAR+62 DECK,1664,66,68 PLOVER CT
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
ADDRESS: 1664 PLOVER CT Lot# 21
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
-===~~-==;fl= INSPE~ BY:
INSPECTED
BY:
INSPECTED
BY:
DATE c.Lt. ....
INSPECTED: ~
DATE
INSPECTED:
DATE
INSPECTED :
APPROVED DISAPPROVED
APPROVED DISAPPROVED
APPROVED DISAPPROVED
=============================================================================
COMMENTS:
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING U/M @:)
LAN 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
SEWER DIST: CA WATER DIST: CA
21
DATE: 06/07/97
PERMIT TYPE: CONDO
JUN 9
=============================================================================
INSPECTED
BY:
INSPECTED
BY:
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED: b-17-17 APPROVED
DATE
INSPECTED: t:·zP--f7 APPROVED ✓
DATE
INSPECTED: APPROVED
DISAPPROVED L
DISAPPROVED
DISAPPROVED
DEPT: BUILDING
FINAL BUILDING INSPECTION
~ FIRE PLANNING U/M
LAN 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
DATE INSPECTED
BY: INSPECTED: 6-1?-'17 APPROVED
WATER
DATE: 06/07/97
PERMIT TYPE: CONDO
9
DISAPPROVED ✓
INSPECTED
BY:
DATE
INSPECTED: b·Z 0 "'77 APPROVED \/ DISAPPROVED
INSPECTED
BY:
COMMENTS:
DATE
INSPECTED: APPROVED DISAPPROVED
--------·-----=~-
DEPT: BUILDING
FINAL BUILDING INSPECTION
ENGINEERING S) 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#
CONTACT PERSON/PHONE#: MORGAN/930-0722
SEWER DIST: CA WATER DIST: CA
DATE: 06/07/97
PERMIT TYPE: CONDO
2 i I ~ ~-«: r '
'\ JUN 16 1997
Ir\ I I I w I
========================================================r -·== __ = __ I====
INSPECTE~ DATE -
BY: C. i3 u c.__L INSPECTED: l /97 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
•.114 .-g \997
SEWER DIST: CA WATER DIST: CA CARLSBAD MUNICIPAL WATER DISTRICT
=================~~~ ~~7~~==~= NS~~iECTED: f~/4PPROVED ~ISAPPROVED
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-l321
FIELD INSPECTION REPORT
PRWECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
ses&TnLENO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 1 of 21
See Summary PLANJ'IU:NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suacoNTRAcroR: 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 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 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.
(2) Barratt American, Inc.
(1 I City of Carlsbad
REVIEWED BY:
~uL/
Michael B. Wheeler, R.C.E. #45358
SOUTHERN CALIFORNIA SOIL & TESTING, INC.
6280 Riverdale Stree~ P.O. Box 600627, San Diego, CA 92160, (619) 2811--1321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SC:W. T FILE NO:
PERMIT NO:
9412315 I.R.NO: 21 !Pg2of2J
See Summary PLAN FILE NO:
ARCHITECT, The KTGY Group ENC[NEER: 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, 166 7, 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 2/17197).
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
-r
REVIEWED BY:
I Michael B. Wheeler. R.C.E. #45358
SOUTHERN CALIFORNL.\ SOIL & TESTING, INC.
6280 Riverdale Street, P.O. Box 600627, San Diego, CA 92160, (619) 280-4321
FIELD INSPECTION REPORT
PROJECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
ses&TnLENO:
PERMIT NO:
9412315 1.R.NO: 21 (Pg 1 of 2)
See Summary PLAN FILE NO:
AROUTECT, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL 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 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.
(2) Barratt American, Inc.
I 1) 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
PRO.J'ECf TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCS&TFILENO:
"P£RMITNO:
9412315 I.R.NO: 21 (Pg2of2I
See Summary PLAN FILE NO:
AKCHITECT, The KTGY Group ENGINEER: Gouvis Engineering
GENERAL CONTRACTOR: Barratt American, Inc. suBCONTRAcroR: 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.
I 11 City of Carlsbad
REVIEWED BY:
Michael B. Wheeler, R.C.E. #45358
SOUTHERN CALIFORNIA. SOIL & TESTING, INC.
6180 Riverdale Street, P.O. Box 600617, San Diego, CA 91160, (619) 180-4321
FIELD INSPECTION REPORT
P'RO.JECT TITLE:
PROJECT LOCATION:
Sanderling at Aviara
See Project Summary
SCSAT FlLENO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 1 of 21
See Summary PLAN FILE NO:
ARCHITECT, The KTGY Group ENGINEER: Gouvis EnQineering
CENERAL CONTRACTOR: Barratt American, Inc. suacoNTRAcroR: 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 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.
(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&.TFILENO:
PERMIT NO:
9412315 I.R.NO: 21 (Pg 2 of 21
See Summary PLAN FILE NO:
ARCIDTECT, 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 /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.
12) Barratt American, Inc.
I 11 City of Carlsbad
-r
REVIEWED BY:
~~#«:/
Michael B. Wheeler, R.C.E. #45358