HomeMy WebLinkAbout2389 VIA PELICANO; ; CB900716; PermitB U I L D I N G P E R M I T Permit No: CB900716
Project No: A9000827
Development No: DEV89063 05/02/90 15:27
Page 1 of 1
Job Address: 2389 VIA PELICANO
Permit Type: SINGLE FAMILY DWELLING
Parcel No: 215-571-30-00
Valuation: 135,303
Str: Fl: Ste:
C,1 ~41 Construction Type: NEW
Occupancy Group: R3
Description: PLAN 1 PC
: SF GARAGE
Class Code:
90-290 1875 SF 459
PHASE 4 OT 120
Status:
Applied
Apr/Issue
Validated By:
ISSUED
05/02/90
05/02/90
DC
CONTRACTOR FIELDSTONE
14 CORPORATE PLAZA
NEWPORT BEACH CA 92660
*** Fees Required *** ***
Lie. C 402826 619-546-8081
Fees Collected & Credits *** --------------------------------------------
Fees:
Adjustments :
Total Fees:
10,362.00 .oo
10,362 .00
Total Credits:
Total Payments:
Balance Due:
Fee description Units Fee/Unit
.00
250.00
10,112.00
Ext fee Data
Building Permit
Plan Check
Strong Motion Fee
Public Facilities Fee
Enter 'Y' for La Costa
Enter 'Y' for Bridge
MFF
TIF
>
>
> >
Enter Park-in-Lieu District#(9) >
Growth Management Fee & Zone(99) >
* BUILDING TOTAL
Enter "Y" for Plumbing Issue Fee
Each Plumbing Fixture
Each Building Sewer
Each Water Heater
Each Gas Piping System
Each Vacuum Breaker
* PLUMBING TOTAL
>
> >
>
> >
Enter 'Y' for Electric Issue Fee >
Single Phase Per AMP >
* ELECTRICAL TOTAL ($10 Minimum)
Enter •y• for Mechanical Issue Fee>
Install Furn/Ducts To 100,000 BTU >
Each Metal Fireplace >
Each Vent Fan Single Duct >
Each Hood >
Each Dryer Vent >
* MECHANICAL TOTAL
. /J/ v ~ ~ lfl~~PPROVAL
INSP. ~ DATE l {-2::f-fO
CLEARANCE /t1£i1/4 AL.
1713 .00
4 .00
310.00
15.00
1.00
1.00
1. 00
2 .00
100.00
1.00
1. 00
3.00
1.00
1.00
CITY OF CARLSBAD
766.00
498.00
9.00
4736.00
670.00
530.00
1713.00
983.00
310.00
10215.00
7.50
2.50 37.50
6.50 6.50
2.50 2 .50
2.50 2.50
2.50 5.00
62.00
5.00
.25 25.00
30.00
15.00
9.00 9.00
6.50 6.50
4.50 13.50
6.50 6.50
4.50 4.50
55.00
5186 05/02/90 0001 01
C-PRMT
2075 Las Palmas Dr., Carlsbad cA 92009 (619) 438-1161
y
y
y
6
y
y
y
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Kd .o
PERMIT# CB900716
DESCRIPTION: PLAN 1 PC
SF GARAGE
TYPE: SFD
CITY OF CARLSBAD
INSPECTION REQUEST
FOR 10/26/90
90-290 1875 SF 459
PHASE 4 LOT 120
JOB ADDRESS: 2389 VIA FELICANO
APPLICANT: FIELDSTONE COMPANY
CONTRACTOR: FIELDSTONE
PHONE:
PHONE:
OWNER: PHONE:
STR:
5468081
INSPECTOR AREA MP
PLANCK# CB900716
OCC GRP
CONSTR. TYPE NEW
FL: STE:
REMARKS: Tl/MH/MARK
SPECIAL INSTRUCT:
619-5~0~1 I __
INSPECTOR --f--~_..:~KJ--~------------
TOTAL TIME:
CD
19
29
39
49
LVL DESCRIPTION
ST Final Structural
PL Final Plumbing
EL Final Electrical
ME Final Mechanical
*****
DATE DESCRIPTION
092690 Final Combo
092590 Final combo
080190 Interior Lath/Drywall
080190 Exterior Lath/Drywall
073190 Interior Lath/Drywall
073190 Exterior Lath/Drywall
073190 Interior Lath/Drywall
073190 Exterior Lath/Drywall
072590 Rough Combo
072090 Shear Panels/HD's
072090 Gas/Test/Repairs
072090 Rough/Top out
071990 Roof/Reroof
061890 Ftg/Foundation/Piers
061290 Underground/Under Floor
051190 Ftg/Foundation/Piers
ACT COMMENTS
~---
INSPECTION HISTORY *****
ACT INSP COMMENTS
AP NR
NR MP
AP MP
AP MP
NS PY
NS PY
NS PY
NS PY
AP MP
AP MP
AP MP
AP MP
AP MP
AP MP PENDING SOILS ENG REPORT
AP MP
NR MP
DEPT: BUILDING ENGINEERING
PLAN CHECK#: CB900716
PERMIT#: CB900716
FIRE
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 4 LOT 120
ADDRESS: 2389 VIA PELICANO
CONTACT PERSON/PHONE#:
SEWER DIST: LC WATER DIST: CA
U/M WATER
DATE: 09/12/90
PERMIT TYPE: SFD
INSPECTED -/ DATE 9, ~ =====================================~ ================================
BY: ----~------INSPECTED: 90 APPROVED__ DISAPPROVED _
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
==============================-====-----======--======---========-===========
COMMENTS:
AL BUILDING INSPECTION
DEPT: BUILDING FIRE PLANNING U/M
PLAN CHECK#: CB
PERMIT#: CB900716 ~ PROJECT NAME: PLAN 1 PC 90-290 1875 SF _45
SF GARAGE PHASE 4 !,,OT 120
ADDRESS: 2389 VIA FELICANO
CONTACT PERSON/PHONE#:
SEWER DIST: LC WATER DIST: CA
WATER
DATE: 09/12/90
PERMIT TYPE: SFD
========================================================
DATE 1+ / DISAPPROVED INSPECTED: APPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
=============================================================================
COMMENTS:
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING FIRE PLANNING 6)WATER
PLAN CHECK#: CB900716 DATE: 09/12/90
PERMIT#: CB900716 PERMIT TYPE: SFD
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 4 LOT 120
ADDRESS: 2389 VIA FELICANO
CONTACT PERSON/PHONE#:
SEWER DIST: LC WATER DIST: CA
INSPECTED
BY:
DATE JD ~½>½
INSPECTED: '9-V-/ ...&zo APPROVED ~ISAPPROVED
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
APPROVED DISAPPROVED
APPROVED DISAPPROVED
=============================================================================
COMMENTS:
FINAL BUILDING INSPECTION RECEIVED SEP 1 4 1990
DEPT: BUILDING ENGINEERING §) PLANNING U/M WATER
PLAN CHECK#: CB900716 DATE: 09/12/90
PERMIT#: CB900716 PERMIT TYPE: SFD
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 4 LOT 120
ADDRESS: 2389 VIA FELICANO
CONTACT PERSON/PHONE#:
SEWER DIST: LC WATER DIST: CA
=====================-=======================================================
INSPECTED Ci DATE
(jµJI-,' INSPECTED: BY: , 9iH/1(~ APPROVED ~ DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
INSPECTED DATE
BY: INSPECTED: APPROVED DISAPPROVED
===========--====-----=====----====-=--=====-=--=============================
COMMENTS:
FINAL BUILDING INSPECTION
DEPT: BUILDING ENGINEERING
PLAN CHECK#: CB900716
PERMIT#: CB900716
FIRE PLANNING
PROJECT NAME: PLAN 1 PC 90-290 1875 SF 459
SF GARAGE PHASE 4 LOT 120
ADDRESS: 2389 VIA PELICANO
CONTACT PERSON/PHONE#:
SEWER DIST: LC WATER DIST: CA
U/M
09/12/90
TYPE: SFD
========================================================7 =================
INSPECTED ~ DATE BY: ____ ..z.--=-----"'---INSPECTED: SEP. 181990APPROVED __ DISAPPROVED __
INSPECTED
BY:
INSPECTED
BY:
DATE
INSPECTED:
DATE
INSPECTED:
coMMENTs: Carlsbad Munlclpal Water District
Engineering Department
(61 9) 438-336 7
\ <;J\hL,>tlAU
MUNICIPALWATEA 01S!!!!,CT
APPROVED DISAPPROVED
APPROVED DISAPPROVED
'· SOUTHERN CALIFORNIA SOIL AND TESTING# INC.
6280 RIVERDALE STREET, P.O . BOX 20627. SAN DIEGO. CALIFORNIA 921 2 0 (61 9 ) 280 -4 321
678 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 [619) 746-4544
REPORT CF COMPRESSION TESTS
FILE NUMBER: 8912271 □ATE ' July 3, 1990 ASTM (C-39) XJ CONCRETE
0 M O R TAR JoB : Alga Hills, Phase 4A
A□□REss 2389 Vi a Peli cano
OVVNER :
ARCHITECT : Robert Bowlus
ENGINEER:
coNTR AcmR, Fieldstone/Ben F. Smith
LOCATION IN STRUCTUR E :
CEMENT
ADMIXTURE·
S ANO
ROCK
MIX NO OR PROPORTIONS:
TIME IN MIXER, M INUTES·
SLUMP. INCHES :
Slab on grade, Lot 120
Type II
Pozz
Sorrento
Sorrento
500016/5.0 sack
70
4
0 G ROUT
0 GUNI T E
D
Permit #CB900716
FABR ICATED BY: GW
Tested by: DJ TRUCK N O : 113 TICK ET NO· 77084
LABORATORY NO:
MARK·
DATE MADE
DATE RECEIVED
DATE TESTED :
DIAMETER, INCHES:
AREA, S GI. INCHES
MAXIMUM LOAD, LBS.
COMPRESSIVE STR . PSI :
AGE Tc:STEO, DAYS
REGl'D PSI AT 2B DAYS :
UNI T VVT/cu FT (PLASTIC):
0341
6-19-90
6-21-90
7-03-90
6 .00
28 .27
74,250
2,630
14
2,500
01sTR1BuT10N , (3) Ben F. Smith, Inc.
(1) City of Carlsbad
(1) Sorrento Ready Mi x
( 1) J EM I I I
0342
7-17-90
90,750
3,210
28
0343
Discarded
.... _
SOUTHERN CALIFORNIA
SOIL AND TESTING, INC.
REVIE WED BY :
~mduL Michael B. Wheeler, R.C.E. #45358
JOB:
Alga Hills
ADDRESS:
BDUTH■RN CALIFORNIA BDIL AND Tl!BTING, INC.
8280 RIVERDALE STREET. P. 0. SOX 20827. SAN DIEGO, CALIFORNIA 92120 (61 SJ 2BD-4321
878 ENTERPRISE STREET, ESCONDIDO, CALIFORNIA 92025 (61 BJ 746-4!544
SCST NO.
19·'-18
DATE
07-09-90
BLOG. PERMIT NO. PLAN FILE NO.
2389 Via Pelicans, lot 120 CB900716
ARGl·.ITECT:
TYPE INSPECTION:
Pre-Stressed Concrete
MATERIAL INSPECTED:
Robert Bowlus Associates
ENG Ir JEER:
JEM III
PT, ASTM A416, 1/2", 27 0 ksi
Concrete, mix #500016, 2,500 psi
CONTRACTOR:
Fieldstone
06-19-90
Greg W:>lfram
259
DISTRIBUTION:
Tirre Arrived: 0645 Tirre ~parted: 0930
Inspected post tension tendons and reinforcing steel for footings and
slab on grade on lot 120. Provided continuous inspection during
placerrent of approximately 40 cubic yards of mix 500016 concrete inr.o
inspected footings and s lab. Concrete was pumped into pl ace and
consolidated at the foot ings and form edges with a mechanical
vibrator. One set of t hree concret e t e st c ylinde rs made from
concrete placerrent. Slump = 4". W::Jrk inspected appears acceptable .
(3) Ben F. Smith, Inc.
( 1) JEM III
(1) City of Carlsbad IIDUTH■RN CALIFORNIA
■DIL AND T■■TING, INC.
SOUTHERN CALIFORNIA SOIL AND TESTING, I NC.
6280 R IVERDALE STREET, P .O . BOX 20627. SAN DIEGO. CALIFORNIA 921 20 (6 19 ] 280-4 3 21
678 ENTERPRISE STREET, ESCONDIDO. CALIFORNIA 92025 (619] 746-4544
REPORT CF COMPRESSION TESTS
FILE NUMBER: 8912271 □ATE: Jul y 3, 1990 ASTM (C-39) ~ CONCR ET E
0 M ORT..:.R J□B , Alga Hills, Phase 4A
A□□REss 2389 V i a Pe 1 i cano
OVVNER:
ARCHITECT
ENGINEER:
Robert Bowlus
c□NT RAcToR , Fieldstone/Ben F . Smith
CEMENT
ADMIXTURE·
SANO
ROCK
MIX NO OR PROPORTIONS:
TIME IN MIXER, MINUTES·
SLUMP, INCHES:
Slab o n grade, Lot 120
Type II
Pozz
S orrento
Sorrento
500016/5.0 s ack
70
4
0 GROUT
0 GUNI TE
□
Permit #CB900716
F;:;~;;Tb ~:BYDJGW T RUCK NO: 113 TIC KET NO 77084
LABORATORY NO:
MARK ·
DATE MADE
DATE RECEIVED ·
DATE TESTED .
DIAMETER. INCHES·
AREA . SQ INCHES
MAXIMUM LOAD, LBS
COMPRESSIVE STR, PSI :
A G E' T =S:EO. DAYS
REQ'O PSI AT 2B DAYS .
UNIT VVT/cu FT (P L A STIC):
0341
6-1 9-90
6-21 -90
7-03-90
6 .00
28.27
74,250
2,630
i4
2,500
DISTRIBUT ION : (3)
(1)
(1)
(1)
Ben F. Smith, Inc.
City o f Carlsbad
Sorrento Ready Mix
JEM II I
0342 034 3
SOUTHERN CALIFORNIA
SOIL AND TESTING, I NC.
REVIEWED BY:
it/4L£mdL
Michael B. Wheeler, R .C.E. #45358
P(SI'-JI'ENSioo:rn:; AND ~00 CTIARl'
JOB NAME Alga Hills SCS&T 8912271
ADDRFSS 2389 Via Pelicano 01\.'l'E 07-09-90
I.ill NUMBER 120 GAu:;E # 85552
BUIIDilC PERMIT CB900716 CALIBRATIOO OA.'T'E 01-7.'i-90
PLAN FILE lAR
STRAND GAUGE EI.DNGATION, inches
NUMBER READING INITIAL 'ICYI'AL DESIGN NOI'ES
1 6860 1-5/8 1-5/8
2 6860 2-1/4 2-1/4
3 6860 2-5/8 2-3/4
4 6860 2-3/4 2-3/4
5 6860 2-3/4 2-3/4
6 6860 2-3/4 2-3/4
7 6860 2-3/4 2-3/4
8 6860 2-3/4 2-3/4
9 6860 2-1/2 2-5/8
10 6860 2-3/8 2-3/8
11 6860 2-3/8 2-3/8
12 6860 3-3/4 3-3/4
13 6860 3-3/4 3-3/4
14 6860 3-3/4 3-3/4
15 6860 3-7/8 3-7/8 Lift Off 63 00
16 6860 3-3/4 3-7/8
17 6860 3-1/2 3-1/2
18 6860 3-3/8 3-3/8
19 6860 2-1/4 2-1/8
IIDUTH■RN CALIFGRNIA IIIDIL AND Tl!BTING* INC.
Bli!BO RIVERDALE STREET, P. 0 . BOX 20627. SAN DIEGO, CALIFORNIA 92120 (819] 2BD-4321
878 ENTERPRISE STREET. ESCONOIOO. CALIFORNIA 92025 [B19) 746-4!544
JOB:
Alga Hills
SCST NO.
8912271 IS.I. 20 DATE
07-31-90
ADDRESS: BLOG. PERMIT NO. PLAN FILE NO.
See Stress l.Dgs See l.Dgs
ARC":1·1ITECT:
TYPE INSPECTION:
Pre-Stressed Concrete
MATERIAL INSPECTEO:
Robert Bowlus Associates
ENG ll"JEER:
JEM III
PI', AS'IM A416, 1/2", 270 ksi
Concrete , mix #500016, 2,500 psi
CONTRACTOR:
Fieldstone
07-09-90
Greg W::>lfram
259
DISTRIBUTION:
T.i.rre Arrived: 1030 Ti.ire Departed: 1330
Provided continuous i nspection during stressing of post tensio n
t endons in slabs on grade for l ots 166, 167, 168, 169 and 120. All
tendons stressed to design pressure and e l ongations are acceptable
per plans . See attac hed sheets for tendons elongation results and
lift off results.
(3) Ben F. Smith, Inc .
( 1) JEM III
(1) City of Carl sbad
IICUTH■RN CALIFDRNIA
aDIL AND T■■TING* INC.
REVIEWED BY:
0 -_r rJ/! . .e
~ Jarres E. Oliverson, P. E.