HomeMy WebLinkAbout2225 CAMINO VIDA ROBLE; ; 79-4192; PermitMODEL NO.
BUILDING PERMIT APPLICATION
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. PhOHG 729-1181 Permit No.
5 SAM/Z
COMPENSATION INS. CARRIER MAIL ADDRESS
CM
USE OF B J LDING
N0 nDRMS NO. RATHS
8 Class of work: ^l NEW D ADDITION D ALTERATION Q REPAIR D MOVE D REMOVE
9 Describework:
SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMB-
ING, HEATING, VENTILATING OR AIR CONDITIONING.
THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS,OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COM-
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS
APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.
ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS
TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED
HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
/*t ,, ,/ . 00*-4x-*o^<j •fa IT?
f I D* T E 1 /
5ISNATUHE OF OWHEH (iF OWNER BUILDEB)
PLANNING D£PT.
HEALTH DEPT.
FIRE DEPT.
SOIL REPORT
OTHER (Specify)
ENGINEERING DFPT.
WATER DEPT.
WHEN PROPERLY VALIDATED {IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O.CASH PERMIT VALIDATION CK.M.O.CASH
TOTAL FEES $.
ELECTRICAL PERMIT APPLICATION^.
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. Phone 729-1181 Permit No. ^r 27JOt ADDRCSS
(81% A) Gtarino Vlda
- Ul*AL.IHoc*.ATTACHED SHIETI
MAIL ADDRESS
CONTRACTOR MAIL ADDRESS
3 Baiylactric OacpoCTtioa 650 Cftwr St., Kaccattdo 746*1003
LICENSE NO. STATE CITY
350*6 17128
ARCHITCCT DM DESIGNER MAIL ADDRESS LICENSE NO.
MAIL ADDRESS LICENSE NO.
COMPENSATION INS. CARRIER MAIL ADDRESS
USE OF BUILDING
8 Class of work: &NEW D ADDITION D ALTERATION D REPAIR
9 Describe work:
SPECIAL CONDITIONS:
PERMIT FEES
ISSUANCE OF EACH PERMIT
No.Each Fee
IT ION ACCEPTED BV.PLANS CHECKED BV APPHOVEOf OylSSUANCE BY
NEW CONSTRUCTION, FOR EACH
AMPERES OF MAIN SERVICE, SWITCH,
FUSE OR BREAKER 1000 .25
NOTICE
THIS PERMIT BECOMES NULL AND VOID (F WORK OR CONSTRUC-
TION AUTHORIZED IS NOT COMMENCED WtTHIN 60 DAYS, OR IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR APERIOD OF 120 DAY:> AT ANY TIME AFTER WORK is COM
MENCED.
I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THISAPPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THISTYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIEDHEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT
PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE
PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING
CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.
NEW SERVICE ON EXISTING BLDG.
FOR EA. AMPERE OF INCREASE
IN MAIN SERVICE, SWITCH, FUSE
OR BREAKER
REMODEL, ALTERATION, NO CHANGE
IN SERVICE, FOR EA. AMPERE OF
INCREASE
TEMP. SERVICE UP TO AND INCLUD-
ING 200 AMP.
TEMP. SERVICE OVER 200 AMP.
PER 100
PERMIT FEE
•IttHATUHt OP OWNER II F OWNER
250
252 30
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK. M.O. CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
A PLUMBING PERMIT APPLIGAtlON
City of CARLSBAD, CALIFORNIA 92008
Applicant to complete numbered spaces only. PhOOe 729-1181
JOB ADOR E*S
, LEGAL
1 DESCR.
OWNER
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USE OF BUILDING 9 J^1 /
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8 Class of work: E~sMEW n
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ADDITION
| TRACT
MAIL ADDRESS ZIP PHONE
MAI^ ADDRESS ^— PHONE jfijj^ 5 J* STATE LIC. NO. CITY LIC, tUfa ,
MAIL ADDRESS ^/ PHONE ^ LICENSE NO.
MAIL ADDRESS PHONE LICtMSE NO.
\
MAIL ADDRESS BRANCH
' S-^,^ ^-C^t }"" ^4D ALTERATION D REPAIR O
9 Describe work:
SPECIAL CONDITIONS:
1
fl'X f '
THIS PERMIT BECOM
TION AUTHORIZED 1
CONSTRUCTION OR \
PERIOD OF 120 DA
MENCED.
I HEREBY CERTIFY
APPLICATION AND KALL PROVISIONS OF
TYPE OF WORK WILHEREIN OR NOT, T
PRESUME TO GIVEPROVISIONS OF ANY
CONSTRUCTION OR
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SIGNATURE OF CONTRACTOR OR *[lt*ORIIED AG^StTX
SIGNATURE OF OWNER (IF OWNER BU ILDER)
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sAPPROVit/Ojf ISSUANCE 8Y.
WORK ORCONSTRUC-
FHIN 120 DAYS, OR IF
ABANDONED FOR A
TER WORK IS COM-
ND EXAMINED THIS
rRUE AND CORRECT.
A/HETHER SPECIFIEDPERMIT DOES NOT
TE OR CANCEL THE
OF CONSTRUCTION.
^-*X~ &*fe7/l
(OATEiT '
(DATE)
PERMIT FEES
No.
/
/
/
?
Type of Fixture or Item
WATER CLOSET (TOILET)
BATHTUB
LAVATORY (WASH BASIN)
SHOWER
KITCHEN SINK * DISP.
DISHWASHER
LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
URINAL
DRINKING FOUNTAIN
FLOOR— SINK OR DRAIN
SLOP SINK
GAS SYSTEMS: NO. OUTLETS
WATER PIPING & TREATING EQUIP.
WASTE INTERCEPTOR
VACUUM BREAKERS
LAWN SPRINKLER SYSTEM
SEWER NUMBER CLEANOUTS
CESSPOOL
SEPTIC TANK & PIT
ROOF DRAINS
ISSUANCE FEE $
TOTAL FEES $
Fee
S
7
5
^fa
—
—
«»~
eft
WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT
PLAN CHECK VALIDATION CK.M.O. CASH PERMIT VALIDATION CK.M.O.CASH
INSPECTOR
.TMENTAL INFORMATION SHEET RECEIVED
\ BUILDI&G DEPARTh
BUILDING ADDRESS:
DATE:
JUN 281979
4s—±-
CITY OF CARI SRAD
Building Department
LOT WIDTH
ANNING DEPARTMENT
UNITS PROVIDEDiJNITS ALLOWED
•i-* PARKING SPACES REQUIRED
, % COVERAGE ALLOWED
BUILDING HEIGHT ALLOWED
FRONT SETBACK:
PROVIDED
PROVIDED
SIDE SETBACK:REAR SETBACK:
ALLOWED
PROVIDED
INTRUSIONS
LANDSCAPE & IRRIGATION PLAN COMMENTS :
ENVIRONMETAL PROTECTION REQ:
SCHOOL FE^S: DISTRICT:
ADDITION^ COMMENTS
OK TO ISSU TO FINAL
ENGINEERING DEPARTMENT
/INDUSTRIAL WASTE
SEWER CONNECTION
GRADING PERMIT
DRIVEWAY L 0 C A N S
DRAINAGE
LEGAL DESCRIPTION
ADDITIONAL COMMENTS
TO FINALOK TO
FIRE DEPARTMENT
SPRINKLING SYSTEM»TT
I«rTONAL COMMENTS
KJ\ ISSUE
JHJJRARTMENT
^TS OF APPROPRIATE DISTRICTS MET DATE
77-M
ADOPTING 1976 PLAN CHECK LIST MAKE AIL CORI7ECTIONS CIRd£D BEC0W
&
a-JNER
CITY
PLAN CHECK #
STATE ADDRESS
ARCHITECT (designer)
ENGINEER
TYPE OF CONSTRUCTION
* OCCUPANCY CLASSIFICATION
TOTAL AIIX>MC£ FLOOR -AREA SQ. FT. FIRE ZONE ft
FLOOR AREA:
STORIES
OCCUPANT LOAD
VALUATION
PLAN CHECKER
1976 UNIFORM BUILDING CODE
SEISMIC ZONE #3
GENERAL COMMENTS:
Handicapped facilities required (Section 1711)BY
Health department approval required.
In the absence of uses specified on floor plans for all areas, the occupant
load has been based on one per square feet for the unidentified areas.
The validity of this should be confirmed to your satisfaction.
All signs require a permit.
X. Identify uni±s by letter or number -(Fan:j
JT-
' JT/
I - >/^ • V — y *"
Ground elevations should be shown at corners of the building and at changes in
ground slope. The ground elevations should be taken at the lowest point be-
tween the exterior wall and a point five feet out or at the property line, if
closer. Where the exterior wall is parallel to and within 5 feet of a public
sidewalk, alley, or other public way, the ground elevations should be the ele-
vations should be the elevation of the public way. Ths number of stories in
tliis building cannot be determined until this data is furnished.
The basement (Cellar) is considered the first story. See "Story" in Sec. 420.
The building area includes mezzanines and balconies, except for private balconies
or portions thereof projecting beyond the adjacent exterior v/all line.
The total floor area is limited to
percent for location in Fire Sone #3,
sq. ft* including increases of
' - '- percent for_ _ _ ^
foot yards, 100 percent for multistory' condition and
tripling (Doubling) for sprinklers. Sections 505 and 506.
** t ' X
Unobstructed yards of ' feet should be iraintained on :'' '• - ' ;
sides of the building for area increases. Section 506,
fJ- \frv~* -hour area separation walls should corply with Section 505 (c)
Extend vertically fran the foundation to a point 30 indies above -the
if. except under the following, conditions:
.J J
NOV26J979
C/TYOF
COLLINS DEVELOPMENT COMPANY
1175O Sorrento Valley Road • Suite 209
San Diego, California 92121 • (714) 276-338O
Contractor's License Number ^21 451 5
TO; Carlafaad City Sail
TORESS:
CITf:
H2K"Roble
JOB'I: 79-20
-X— Footing Inspect ion
THE FOLLOWING: :
SubcontraGts/IHQ,
Contract
Shop Drawings
Subnrittal
Change Order Info.
Letters
Price Requests
Sample
_As Requested
_C0rrecil«i ;& Resubmlttal
Jour Proposal
Price Request
REMARKS: We are forwarding herewith a copy of Robert Prateg Associates letter of
o.f footing
copies to this otflce
CC: Po» Terly w/encl>
File w/encl.
URGENT-»iplATE REPLY
~" RlftlESTtO
Very truly yours»
By:
Barbara Woodward
REAL ESTATE DEVELOPMENT AND CONSTRUCTION
ROBERT PRATER ASSOCIATES RECEIVED
Consulting Soil, Foundation & Geological Engineers »ir»\i -t Q 1Q7Q
MOV 1 » TSMS1
COLLINS OEV. CO.
November 15, 1979
218-1D, 3081
Collins Development Company «^ ^m ^^
11750 Sorrento Valley Road, Suite 209 R £ C E | \l f* F)
San Diego, California 92121 *'" **
NOV261979
Attention: Mr. John Kleeb /MT\/ ^v —
C/TY OF CARLSBAD
Re: Footing Inspection Services Building Department
Parcel A, Lot 12
Palomar Airport Business Park - Unit No. 1
Carlsbad, California
Plan File 79 - 194
Loan No. 545344
Gentlemen:
In accordance with your request and our letter dated August 23, 1979, during the period
of August 30 through November 14, 1979 our representatives inspected the footing exca-
vations for Buildings A, B and C at the subject site. Earlier earthwork observation and
testing reports dated February 23 and August 22, 1979 were issued for the mass grading
operations. In addition, earthwork and building foundation recommendations were
presented in our letter report dated June 20, 1979.
Based on our inspections the materials exposed in the footing excavations consisted
essentially of firm undisturbed and/or compacted fill soils as anticipated in the June 20,
1979 report. Based on our observations it is our opinion that the materials exposed in
the footing excavations are suitable for the safe support of footings designed for the
allowable bearing pressures recommended in the June 20, 1979 report.
10505 Roselle Street, Son Diego, California 9212! • (714) 453-5605 / 630 A/fa Vista Drive, Suite 105, Vista, California 92083 • (714! 758-9144
November 15, 1979
218-1D, 3081
Page 2
Our services consist of professional opinions and recommendations made in accordance
with generally accepted soil and foundation engineering principles and practices.
This warranty is in lieu of all other warranties either express or implied.
If you have any questions, please call.
Very truly yours,
ROBERT PRATER ASSOCIATES
Robert Prater, RCE No. 18,121
RPrcc
Copies: Addressee (3)
Home Federal Savings and Loan, Attn: Ms. Yvonne M. S. Ringnell (2)
T H N-Palomar, Attn: Messrs. Paul Thomas, Walt Hensey, and Keith Ntcol (3)
= SI13ENT
Y BLANCMARD
A. MAHR
1 < ^CTO as1 -\ R a / y . K E E a A u o H
-tAWGARET E. FERGUSON
_EO F. SMITH
;AMES F. MCKAY
~ rrcinNEr
A. PELT2EH
son marcos county water district
PHONE (714) 744-0460 7885AN MARCOS BOULEVARD SAN MARCOS, CALIFORNIA 92069
RECE1T4D
/t'.'G 2 "1979
Cl OF CARLSBADBuU ag DepartmentJuly 31, 1979
City of Carlsbad
Office of the City Engineer
1200 Elm Avenue
Carlsbad, California 9200
Gentlemen:
Re: Grading Plan for Parcel A, Parcel Map No. 7150
We have reveiwed the grading plans prepared by the firm of
Schwerin Xinos & Associates in accordance with the above
referenced plans over our existing easement known as Docu-
ment No. 54499 official records.
Subject to conditions as set forth in the Encroachment Permit
the District does not object to the project.
The District will be constructing a parallel pipeline within
said easement in the near future.
Formal action on granting the Encroachment Permit will be
taken at the Board of Director's meeting of August 6, 1979.
The granting of the Encroachment Permit with conditions does
not relieve the developer of said site of the responsibilities
for maintaining existing facilities constructed or to be con-
structed within the aforementioned easement. I trust this
letter is satisfactory but if you should have any questions
please do not hesitate to call.
Sincerely,
Gene Cr" Madison
District Engineer
WATER -- BASIC TO ... LIFE ... HEALTH . . . AND PROGRESS.
AUG221979
ROBERT PRATER ASSOCIATES COLLINS DEV. CO.
Consulting Soil, Foundation & Geological Engineers
August 22, 1979
218-10,2920
Collins Development Company
11750 Sorrento Valley Road, Suite 209
San Diego, California 92121
Attention: Mr. John Kleeb
Re: Earthwork Observation and Testing Services
Parcel A, Lot 12
Palomar Airport Business Park - Unit No. 1
Carlsbad, California
Gentlemen:
In accordance with your request, we are providing earthwork observation and testing
services in connection with the finish grading operations for construction of buildings
on the subject site. An earlier earthwork observation and testing report dated Febru-
ary 23, 1979 was Issued for the mass grading operations at the subject site.
For the recent work our representative was present at the site on an intermittent basis
from August 8 to August 21, 1979 to observe the finish grading operations and to provide
field density testing services as required. The approximate locations of the field density
tests are shown on the attached Site Plan, Figure 1 . The results of the field density and
laboratory compaction tests are presented in the attached Tables A and B, respectively.
Based on our observations and the attached test results, it is our opinion that the fill
soils placed and compacted in connection with the recent finish grading operations were
compacted to a minimum degree of compaction of 90 percent as determined by ASTM
D1557-70. Accordingly, it is our opinion that Building Pads A, B and C have been satis
factorily completed and suitably prepared for construction of the proposed buildings.
Work remaining at the site which will require additional earthwork testing and inspection
services includes 1) placement and compaction of storm drain and utility trench backfills,
2) preparation and compaction of the pavement subgrade soils, and 3) placement and com
paction of the pavement baserock materials.
10505 Roselle Street Son Diego, California 92121 • (714) 453-5605 / 630 Alt a Vista Drive, Suife 105, Vista, California 92083 • (714) 758-9144
August 22, 1979
218-1D, 2920
AUG221979
COLLINS DEV. CO.
Our sen/ices consist of professional opinions and recommendations made in accordance
with generally accepted soil and foundation engineering principles and practices. This
warranty is in lieu of all other warranties either express or implied.
If you have any questions, please call.
Very truly yours,
ROBERT PRATER ASSOCIATES
Robert Prater, C.E.
RPrjsr
Attachments
Copies: Addressee (3)
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ROBEftr PRATER ASSOCIATES
Consulting Soil, foundation & Geoloflicol ff>ainee'i
SITE PLAN
PARCEL A- LOT 12
Palomar Airport Business Park - Unit 1
PROJECT NO
218-1D
DATE
August 1979
Figure 1
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TABLE B
218-1D
(\i_oc.i v
AUG221979
COLLINS DEV. CO
LABORATORY COMPACTION TEST RESULTS (ASTM D1557-70)
Maximum Optimum
Compaction Test Description of Source of Dry Density Water Content
(Curve) No. Material Material (pcf)
SILTYand Onsite
SANDY CLAY
(CL-CH), tan
SILTYand Onsite
SANDY CLAY
(CH), tan
SILTYSAND Onsite
(SM), brown
112.0
110.0
115.5
1
2
SILTYSAND
(SM), tan
CLAYEY and
SANDY SILT
(MH), tan
Onsite
Onsite
115.0
103.0
14.0
21.3
15.9
15.7
13.5
WOODSIDE/KUBOTA A ASSOCIATES. INC.
• NOINKBR*
2465 Pio Pico Drive • P.O. Box 1095 • Carlsbad, California 92008 • (714) 729-1194 14 1980C/Ty OF
March 13, 1980 flu/W/ng
Mr. Ray Green,
Bull di ng Department
City of Carlsbad
1200 Elm Avenue
Carlsbad, CA 92008
Subject: Lot 12, Parcel A -- Palomar Airport Business
Park -- Unit No. 1
Costa Real Municipal Water District
Dear Mr. Green:
The Costa Real Municipal Water Di strict has approved the
public water system for the following units of the subject
development.
Building "A" -- 2225 Camino Vida Roble
Building "B" -- 2245 Camino Vida Roble
Building "C" -- 2265 Camino Vida Roble
Attached is a plat map showing in red the three (3) units
that are involved with this approval so that you can per-
mit occupancy. If you have any questions, please contact
F. Jerry Whitley or the undersigned.
Very truly yours,
Kubori, District Engineer
Costa Real Municipal Water District
Enclosure
cc: Costa Real Municipal Water District
Paul Thomas, THN Palomar
Alex Wolenchuk, Fire Marshall, City of Carlsbad
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In Orange County, Santa Ana
CMWD 79-204
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JAIK CHOI & ASSOCIATES
Structural Engineering
3822 Campus Drive, suite 120
Newport Beach, California 92660
December 7, 1979
Mr. Rix Reinecke, AIA
Building Concepts Inc.
3978 Sorrento Valley Blvd.
San Diego, Calif. 92121
Re; T.H.N. Polomar Offices Building
Dear .Rix;
This letter is in reference to the mechanical units on roof of the
above referenced project.
The mechanical units weigh 1,925 Lb. each and are to be directly lo-
cated on each cloumn location. Therefore it does not create any
additional flexural stresses to the glu-lam beams. However, it induces
more load to the footing which is critical at columns on grid line "B"
of the Building "B".
The total load including mechanical unit is 39.3 kips (37.3k + 2k) and
the capacity of 3'-6" square footing is 40.4kips(3.5 x 3.5 x 3.3ksf)
which is larger than 39.3 kips. Therefore existing footings are
adequate for the additional load from mechanical units.
Should you have any questions regarding this matter, please call me
at your convenience.
Truly Yours,
JC/dt