HomeMy WebLinkAbout2016 SALIENTE WAY; ; CB020413; Permit03-19-2002
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No: CB020413
Building Inspection Request Line (760).602-2725
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
2016 SALIENTE WY CBAD
RESDNTL Sub Type: RAD Status: ISSUED
2164815000 #: 0 Lot Applied: 02/08/2002
$32,239.00 Construction Type: VN Entered By: RMA
Reference #: Plan Approved: 03/19/2002
0 Structure Type: Issued: 03/19/2002
0 Bathrooms: 0 Inspect Area:
DIEHL RES-313 SF 1 & 2 STORY Orig PC#:
ADDITION Plan Check#:
Applicant: Owner:
JAMES JACOBSON CONSTRUCTION DIEHL DONALD S&FRANCES S TRUST 09-16-97
2016 SALIENTE WAY
422 LAND MARKET CT 92069 CARLSBAD CA 92009 3244 03/19/02 0002 01 02 '760 390-4600 . SIP 38189'
Total Fees: $550.68 Total Payments To Date: $168.79 Balance Due: $381.89
Building Permit $259.67 Meter Size
AddI Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00
Plan Check $168.79 Meter Fee $0.00
AddI Plan Check Fee $0.00 SDCWA Fee . $0.00
Plan Check Discount . $0.00 CFD Payoff Fee $0.00
Strong Motion Fee $3.22 PFF $0.00
Park in Lieu Fee $0.00 PFF (CFD Fund) $0.00
Park Fee $0.00 License Tax $0.00
LFM Fee $0.00 License Tax (CFD Fund) $0.00
Bridge Fee $0.00 Traffic Impact Fee $0.00
Other Bridge Fee $0.00 Traffic Impact (CFD Fund) $0.00
• BTD #2 Fee $0.00 Sidewalk Fee. $0.00
BTD #3 Fee $0.00 PLUMBING TOTAL $62.00
Renewal Fee $0.00. ELECTRICAL TOTAL •' $20.00
AddI Renewal Fee $0.00'. • MECHANICAL TOTAL $37.00
Other Building Fee . $0.00 Housing Impact Fee $0.00
Pot. Water Con. Fee $0.00 Housing InLieu Fee $0.00
Meter Size Master Drainage Fee $0.00
AddI Pot. Water Con. Fee $0.00. Séwér Fee . $0.00
Red. Water Con. Fee $0.00 Additional Fees $0.00
TOTAL PERMIT FEES $550.68
I Insnectorfl..IL__
FINAL APPROV.
Date: i'4'• I'S Clearance:
NOTICE: Please take ICE th approvalif-your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as 'fees/exaTbns.W5u have 90 days from the date this permit was issued to protest imposition of these fees/exactions. If you protest them, you must
follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for
processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack,
review, set aside, void, or annul their imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection fees and capacity
changes nor planning zoning grading or other similar application processing or service fees in connection with this project NOR DOES IT APPLY to any
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
FOR OFFICE USE ONLY
PLAN CHECK NO.
EST. VAL. J () 7 Plan Ck. Deposit
Validated B
Date
Address (include Bldg/Suite #i Busi ass Name (at this address)
Legal Description Lot No. f Subdivision Name/Number - U1tI. 021 O'fi Np2 (Xgtal #Of
CGP 1if879
Assessor's Parcel # Existing Use If
,Re 5 1;1.ev Proposed Use
S4m?
Description of Works" )) +" k' ,tVi4 fl '(YSQ. FT. #of Stories # of Bedrooms # of Bathrooms
2-CONTACTPERSON(WdifferentfromappUcant). . - --- .ly
Name Address City State/Zip Telephone # Fax #
Name Address City State/Zip Telephone #
-- ----. -.. --.- -------- .•. ..-t-M - -
.4) '1 øZiW PEA'! 2'
Name Address City State/Zip Telephone #
OR
-
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provisions of the Contractor's License Law
(Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code) or that he is exempt therefrom, and the basis for the alleged
exe ption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred d liars IS5001).
e. 79es g'vji q2Z et i9 9a' - .*'Io'a
Name Address City State/Zip Telephne #
State License # License Class £ City Business License # fA 6s 4) YZ L L .4 A.,jP
Designer Name Address City State/Zip Telephone
State License #
Workers' Compensation Declaration: I hereby affirmunder penalty of perjury one of the following declarations:
I have and will maintain a certificate of consent to self-insure for workers' compensation as provided by Section 3700 of the Labor Code, for the performance
of the work for which this permit is issued.
iff I have and will maintain workers' compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is
issued. My worker's compensation insuran carrier and policy number are: -
Insurance Company 5 /4 k /4'4I Policy Policy No. 15-2- 171 7 Expiration Date A2 '&' -
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS)
CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars
(S100
0 n additlon to he cost of compensation, damages as provided for In Section 3706 of the Laborcode,nterest ando7s fees.
TOWNERBth1b RCLARAT1ÔW - ____ ________
I hereby affirm that I am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
(Sec. 7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereOn, and who does
such work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is
sold within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
0 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, BuSiness and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) -licensed
pursuant to the Contractor's License Law).
0 I am exempt under Section Business and Professions Code for this reason: - -
I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 YES -ONO
I (have / have not) signed an application for a building permit for the proposed work.
I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number /contractors license number):
I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address I phone
number / contractors license number): -
I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address 1 phone number / type
of work): -
PROPERTY OWNER SIGNATURE - DATE
MfLEa cTHIS SECTION Fjn L4 BUILDING rLr,IvuI __ -.-• --... . - .
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? 0 YES 0 NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of theouter boundary of a school site? - 0 YES 0 NO
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
18JCONSTRUCTION LENDING AGENCJ,
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 30970) Civil Code).
LENDER'S NAME - LENDER'S ADDRESS_______________________________________________________
L1_APPLBIIELCJ1PJ TLJLJ _____ I
I certify that I have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction. I hereby authorize representatives of the Citc of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0 deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned
at any time after the work is commenced for a period of 18 days (Section 106.4:4 Uniform Building Code).
APPLICANT'S SIGNATURE DATE•
WHITE: File YELLOW: Applicant PINK: Finance - -
List 1 - Permit-Type
From the following list, determine the permit-type that best describes the work you propose to do. Please put the code of that
permit-type in the blank at the top of the page on the front of this application. Residential permits (only) also require the
identification of the structure-type to be associated with the permit. Choose a structure-type from 'List 2 - Structure-Types' and put
its code in the appropriate blank on the front of this application.
Residential Permits
Code Description
APT Apartments - new construction.
CONDO Condominiums - new construction.
CVNNR Conversion. Convert all or a portion of a non-residential building to residential use, creating one or more new
residential units.
CVNRN Conversion. Convert one or more residences in a building to non-residential usage. '
CVNRR Conversion. Increase or reduce the number of dwelling units in a residential structure through interior modifications
(i.e.: a four bedroom house converted to a duplex, with 2 bedrooms each).
DEMO Demolition permit. (Also specify type of structure from List 2).
DUP Duplex - new construction.
MOHO Mobile home, renovation, repair, or addition of accessory structure not yielding a new living unit.
MOHON Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-family residence, below).
Rfi.D Residential addition/alteration, creating no new dwelling unit(s).
RREISSUE Residential permit re-issue.
RREPAIR Residential building repair. Damage, fire, etc.
RR.EPLACE Residential building replacement (no-additional units). -
SFA
-
Single-family, attached - new construction. A one-family house attached to one or more other houses, with one or
more common walls extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating
system (e.g.: townhouse, row house, halfplex)
SFD Single-family, detached - new construction: A one-family house with open area on all four sides. May have an
attached or detached garage, or a business. May be a detached "granny flat'. May be a mobile home or trailer on an
individual lot, but not in a mobile home park.
Non-Residential/Accessory Permits
Code Description
COM. Commercial structure, new construction.
CREISSUE Commercial permit re-issue.
CREPAIR Commercial building - repair. Damage, fire, etc.
CR.EPLACE Commercial building - replacement.
CT! Commercial tenant improvement.
DEMO Demolition permit.
ELEC Electrical permit, for electrical work only.
HOTEL Hotel or motel (including Managed Living Unit hotel) - new construction.
HOTELR Hotel renovation.
INDUST Industrial structure, new construction.
ITI Industrial tenant improvement.
MECH Mechanical permit, for mechanical work only.
MISC Miscellaneous. Use only if proposed work doesn't fit another activity type.
PATIO Patio and/or deck.
PLUM Plumbing permit, for plumbing work only.
POOL Gunite pools and spas.
RETAIN Retaining wall permit.
SIGN Sign construction/installation permit.
SOLAR Solar energy system installation permit (specify structure type to be served).
SPA Factory-made or Gunite.
List 2 - Structure-Type (Use with Residential Permit Only)
From the following list, determine the type of residential structure that best describes the structure on which you will be working.
Please put the code of that structure-type in the appropriate blank at the top of the page on the front of this application.
Code Description
SFA Single-family, attached. A one-family house attached to one or more other houses, with one or more common walls
extending from foundation to roof at, or forming, a lot line. Has own plumbing and heating system (e.g.: townhouse,
row house, half-plex).
SFD Single-family detached: A one-family house with open area on all four sides. May have an attached or detached
garage, or a business. May be a detached 'granny flat'. May be a mobile home or trailer on an individual lot, but not
in a mobile home park.
MF2-4 Multi-family, 2 to 4 units. A residential structure on a single lot, containing two, three, or four dwelling units. Units
may share master heating, plumbing, or electrical service (e.g.: duplex, triplex, quad-plex).
MFS+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot.
F MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-family residence, above).
EsGil Corporation
2n Partners/lip with government for Building Safety
DATE: March 19, 2002
JURISDICTION: Carlsbad
PLAN CHECK NO.: 02-0413
PROJECT ADDRESS: 2016 Saliente Way
PROJECT NAME: SFD Addition for Deal
U APPLICANT
U JURIS.
U PLAN REVIEWER
U FILE
SET: II
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #:
Mail Telephone Fax In Person
REMARKS:' The contact person Mr. Jacobson to hand carry the plans.
By: Bert Domingo ' Enclosures:
Esgil Corporation
0 GA J MB 0 EJ 0 PC 3/15/02 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
EsGil Corporation
2n Partnership with government for Building Safety
DATE: February 18, 2002
JURISDICTION: Carlsbad
PLAN CHECK NO.: 02-0413 SET: I
PROJECT ADDRESS: 2016 Saliente Way
PROJECT NAME: SFD Addition for Deal
APPLICANT
O PLAN REVIEWER
Cl FILE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
El The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
James Jacobson
422-Landmark Court, San Marcos, CA 92069
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: James Telephone #: (760) 390-4600
Date contacted: 24 01 10 2 (by: -) Fax #:(7bo) 3 9 ! 2-1 / of- l3
Mail .-TeIephone - Fax L-- In Person
LI REMARKS:
By: Bert Domingo Enclosures:
Esgil Corporation
0 GA 0 MB 0 EJ 0 Pc 2/11/02 tmsintl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
Carlsbad 02-0413
February 18, 2002
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 02-0413 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2016 Saliente Way
FLOOR AREA: 313 SQ. FT.
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: February 18, 2002
STORIES: TWO
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 2/11/02
PLAN REVIEWER: Bert Domingo
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that residential construction comply with the 1998 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99).
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section. etc.
Be sure to enclose the marked up list when you submit the revised plans..
Carlsbad 02-0413
February 18, 2002
. PLANS
1. Please make all corrections on the original tracings as requested in the correction
list. Submit three sets of plans for commercial/industrial projects (two sets of plans
for residential projects). For expeditious processing, corrected sets can be
submitted in one of two ways:
Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil Corporation and the Carlsbad
Planning, Engineering and Fire Departments.
Bring one corrected set of plans and calculations/reports to EsGil Corporation,
9320 Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468.
Deliver all remaining sets of plans and calculations/reports directly to the City of
Carlsbad Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil Corporation only will not be
reviewed by the City Planning, Engineering and Fire Departments until review by
EsGil Corporation is complete.
2. Plans, specifications and calculations shall be signed and sealed by the
California state licensed engineer or architect responsible for their preparation,
for plans deviating from conventional wood frame construction. Specify
expiration date of license. (California Business and Professions Code). This will
be checked when all the items below are met.
3. Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 1998 edition of the California Building Code (Title 24), which
adopts the 1997 UBC, UMC and UPC and the 1996 NEC.
. FIRE PROTECTION
4. Show locations of permanently wired smoke detectors with battery backup:
Please see item 5 below.
Inside each bedroom.
Centrally located in corridor or area giving access to sleeping rooms.
On each story.
When sleeping rooms are upstairs, at the upper level in close proximity to
the stair.
In rooms adjacent to hallways serving bedrooms, when such rooms have
a ceiling height 24 inches or more above the ceiling height in the hallway.
NOTE: Detectors shall sound an alarm audible in all sleeping areas of the unit.
Section 310.9.1.
5. When the valuation of a room addition or repair exceeds $1,000, or when
sleeping rooms are created, smoke detectors shall be provided per the above,
except that smoke detectors added at existing construction need only be battery
powered. Section 310.9.1.2.
Carlsbad 02-0413
February 18, 2002
. GENERAL RESIDENTIAL REQUIREMENTS
6. Sleeping rooms shall have a window or exterior door for emergency escape. Sill
-height shall not exceed 44" above the floor. Windows must have an openable
area of at least 5.7 square feet with the minimum openable width 20" and the
minimum openable height 24". The emergency door or window shall be
openable from the inside to provide a full, clear opening without the use of
separate tools. Section 310.4. It seems that the master's bedroom window was
changed.
7. Glazing in the following locations should be of safety glazing material in
accordance with Section 2406.4 (see exceptions):
Fixed and sliding panels of sliding door assemblies and panels in swinging
doors other than wardrobe doors.
Doors and enclosures for hot tubs, whirlpools, saunas, steam rooms,
bathtubs and showers and in any portion of a building wall enclosing these
compartments where the bottom exposed edge of the glazing is less than
60 inches above a standing surface and drain inlet.
Fixed or operable panels adjacent to a door where the nearest exposed
edge of the glazing is within a 24-inch arc of either vertical edge of the door
in a closed position and where the bottom exposed edge of the glazing is
less than 60 inches above the walking surface.
. GARAGE AND CARPORTS
8. All elements supporting floor above garage, including walls/beams/columns
supporting floor joists, must have one-hour fire-resistive protection on the garage
side. Section 302.2.
9. Doors may open into the garage only if the floor or landing in the garage is not
more than one inch lower than the door threshold. Section 1003.3.1.6.
. FOUNDATION REQUIREMENTS
10. The following anchor bolt requirements shall apply in Seismic Zones 3 and 4, per
Section 1806.6.1:
a) Plate washers (minimum size of 2" x 2" x 3/16") shall be used on each
anchor bolt.
11. If hold downs are required, note on plan that hold down anchors must be tied in
place prior to foundation inspection. Section 108.5.2.
Carlsbad 02-0413
February 18, 2002
. MISCELLANEOUS
It seems that the new addition is surcharging the swimming pool.
Please submit calculations for the modified trusses, and the ridge beam and
corresponding support.
CARLSBAD SPECIAL CODE REQUIREMENTS
All new residential buildings, including additions, require a soils report. An update
letter is required if the report is more than 3 years old. If a room addition is less
than 1000 sq. ft. in area and only one story, then a soils report is not required.
Under this condition, Esgil staff should advise the City (upon final transmittal) to
place their "soils notice" stamp on the plans.
To speed up the review process, note on this list (or a copy) where each correction item
has been addressed, i.e., plan sheet, note or detail number, calculation page, etc.
Please indicate here if any changes have been made to the plans that are not a result
of corrections from this list. If there are other changes, please briefly describe them and
where they-are located in the plans.
Have changes been made to the plans not resulting from this correction list? Please
indicate:
Yes El No El
The jurisdiction has contracted with Esgil Corporation located at 9320 Chesapeake
Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding these plan
review items, please contact Bert Domingo at Esgil Corporation. Thank you.
Carlsbad 02-0413
February 18, 2002
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 02-0413
PREPARED BY: Bert Domingo DATE: February 18 2002
BUILDING ADDRESS: 2016 Saliente Way
BUILDING OCCUPANCY: R 3 TYPE OF CONSTRUCTION: V N
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
32,239
Air Conditioning
Fire Sprinklers
TOTAL VALUE 32,239
Jurisdiction Code Icb IBY Ordinance
1 Bldg. Permit Fee by Ordinance V $259.671
Plan Check Fee by Ordinance V I $168.79
Type of Review: Complete Review fl Structural Only
U Other U Repetitive Fee
Repeats Hourly Hour *
Esgil Plan Review Fee $145.421
Comments:
Sheet I of 1
macvalue.doc
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CS - DATE 2 ? O
ADDRESS ;;!JiLa
(J~ESID~ENTIAL ~-- TENANT IMPROVEMENT
RESIDENTIAL ADDITION MINOR PLAZA CAMINO REAL
(<$101000.00)
CARLSBAD COMPANY STORES
VILLAGE FAIRE
COMPLETE OFFICE BUILDING
OTHER
PLANNER DATE
ENGINEER Y DATE
Docsnvlsvormslplannlng Engineering Approvals
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB (Odd Address
Planner _________ Phone (760) 602- __________________ /011ie APN: /
Type of Ppçject & Usef/L Project Density: DU/AC
Zoning:___ General Plan: Facilities Management Zone:
CFD (inlrijt) ;-Date of participation: emaining net dev acres:______
5)
a a'
U C a' a.
0900
DATE OF COMPLETION:
Compliance with conditions of approval? If not, state conditions which require action.
Conditions of Approval:
E E Discretionary Action Required: YES - NO - TYPE
APPROVAL/RESO. NO. DATE
PROJECT NO.
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:___________________________________________________
0 Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES_ NO
CA Coastal Commission Authority? YES_ NOL_
If Californ/
A2
Commissjse AUthority: Con act them at - 7575 Metropolitan Drive, Suite
103, San 92104402; (619) 767-2270
Determine(Coast Required or Exempt):
Coastal PeDeter nation Form already completed? YES_ NO
If NO, com tal Permit Determination Form now.
Coastal Pe mination Log #:
FolIow-Up
Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans).
Complete Coastal Permit Determination Log as needed.
0 0 IncIusionary Housing Fee required: YES - NO -
(Effective date of IncIusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES - NO -
(A/P/Ds, Activity Maintenance, enter CB#, toolbar, Screens, Housing Fees, Construct Housing
Y/N, Enter Fee, UPDATE!)
/
H :\ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
Circle One (For non-residential development: Type of land used created by this
permit:____________________________________________
Legend: Item Complete El Item Incomplete - Needs your action
Environmental Review Required: YES NO TYPE
Im
Site Plan: 1.
Provide a fully dimensional site plan drawn to scale. Show: North arrow, property lines,
easements, existing and proposed structures, streets, existing street improvements, right-
of-way width, dimensional setbacks and existing topographical lines (including all side and
rear yard slopes).
-
Provide legal description of property and assessor's parcel number.
Policy 44 - Neighborhood Architectural Design Guidelines
1. Applicability: YES NO________
2 Project complies YES NO________
Zoning:
1. Setbacks:
Front: Required
Interior Side: Required
Street Side: Required
Rear: Required
Top of slope: Required
2. Accessory structure setbacks:
Front: Reqjie Shown
Interior Side: -Ruired Shown
Shown Stre~Side: Required
Required Shown
Srture separation: Required Shown
Lot Coverage: Required Shown ? /
1
Height: Required 1.1 Shown
Parking: Spaces Required Shown
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
Additional Comments
Shown
Shown
Shown
Shown
Shown
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTE
ell
DATEc/7
I1:\ADMIN\COUNTERBIdgPInchkRevChkIst S Rev 9/01
ENGINEERING; INC.
CONSTRUCTION TESTING & ENGINEERING, INC.
SAN DIEGO, CA RIVERSIDE, CA VENTURA, CA TRACY, CA LANCASTER, CA SACRAMENTO, CA
2414 Vineyard Ave. 490 E. Princeland CL 1645 Pacific Ave. 242W. Larch 42156 10th St. W. 3628 Madison Ave.
Suite C Suite 7 Suite 105 Suite F Unit K Suite 22
Escondido, CA 92029 Corona, CA 91719 Oxnard, CA 93033 Tracy, CA 95304 Lancaster, CA 93534 N. Highlands CA 95660
(760) 746.4955 (909)371.1890 (805) 486.6475 (209) 839.2890 (661)735.9676 (916) 331.6030
(760) 746.9806 FAX (909) 371.2168 FAX (805) 486.9016 FAX (209) 839.2895 FAX (661) 726.9676 FAX (916) 331.6037 FAX
March 14, 2002
James Jacobson Construction, Inc.
Attention: Mr. James Jacobson
422 Landmark Court
San Marcos, California 92069
TelephOne: 760.390.4600
CTE Job No; 10-5465
Via Facsimile: 760.798.1829
Subject: Update Geotechnical Recommendations For
Proposed Addition To Deal Residence
APN216-481-20-O0
2016 Saliente Way
Carlsbad, California
Reference: Report on Compacted Filled Ground
Green Valley Knolls
Carlsbad Tract No. 75-7
Expected Lots 224 to 229, inclusive, La Costa Area of Carlsbad, California
Bento Engineering, Inc. Project No. 76-4-20D, dated August 27, 1976
Mr. Jacobson:
At your request, we have initiated our investigation of the referenced site. Our investigation
activities have included a review of previous report for this site area, geologic reconnaissance,
and the excavation of on shallow test pit to observe and sample subsurface soils for)he required
expansion potential laboratory testing.
It appear that up to six inches of Topsoil/Disturbed soils overly competent compacted fill
materials in the vicinity of the propoed two-story addition at the referenced site. ic later of
these materials are adequate for support of the proposed addition provided preparatory grading
and foundations design and construction is completed as recommended herein.
Groundwater was not encountered in test pit to the maximum explored depth of approximately
two feet below grade; Groundwater is not expected to affect the proposed development. Our
preliminary geotechnical recommendations are presented below for your use in design and
construction of this project. However, as stated, these recommendations should be considered
preliminary in nature and may require modifications based on the conditions exposed during
construction..
F10.5465LirUpdateGeo Recadoc
GEOTECHNICAL . ENVIRONMINTAL 0 CONSTRUCTION INSPECTION AND TESTINGS CIVIL ENGINEERING 0 SURVEYING
Update Geotechnical Recommendations For ' Page 2
Proposed Addition To Deal Residence, APN 216-481-20-00
2016 Saliente Way, Carlsbad, California
March 14, 2002 CTE Job No. 10-5464
1.0 PRELIMINARY RECOMMENDATIONS
1.1 Grading
Based on the preliminary plans provided and our understanding of the proposed improvements,
we anticipate that the proposed addition area will be founded entirely on existing recompacted
fill materials (Bento Engineering, Inc. 1976). In order to provide adequate and uniform support
of the proposed slab-on-grade improvements, we recommend removing organic containing soils
and either replacing with clean, granular import materials, or constructing a full depth slab-on-
grade. Suitability .of the bottom of the' removal should be verified during site grading. We
estimate up' to six inches of organic containing materials may require removal. However, locally
deeper removals may be necessary where significant root or other plant material is observed.
Granular' import material may consist of processed "yellow" fill or other non-exansive fill such
as class 3 base. Proposed import material should be visually approved by CTE or tested to verify
suitability, if necessary.
All fill placed should be compacted to a minimum 90% relative, compaction (as per ASTM D
1557) at one to three percent above optimum moisture content.
1.2 Foundations -
We conducted expansion index testing of a sample obtained from the proposed addition area.
The results of our testing shows that the near surface soils in this area are generally non-
expansive in nature. ThereTfore, continuous and isolated spread footings are suitable for use at
this site as recommended herein. We anticipate that all building footings will be founded
entirely in existing recompacted fills as recommended herein. Foundation dimensions and
reinforcement should be based on allowable bearing values of 1,800 pounds per square foot (psf)
for footings embedded a minimum of 24 inches in properly recompacted fill materials. The
allowable bearing value may be increased by one third for short duration loading which includes
the effects of wind or seismic forces.
Minimum footing'reinforcement for continuous footings should consist of two No. 4 reinforcing
bars; one placed near the top and one placed near the bottom, or as per the project.-structural'
engineer. The structural engineer should design isolated footing reinforcement. Based on the
preliminary plans as well as the conditions observed at the site, the maximum total static
settlement is expected to be less than 1.0 inch and the maximum differential settlement is
expected to be less than 0.5 inch across the proposed addition.
1.3 Foundation Setback
Though not anticipated to be a concern, footings for structures should be designed such that the
horizontal distance from the face of adjacent slopes to the outer edge of the footing is a minimum
of 10 feet.
1.4 Lateral Load Resistance
The following recommendations may be used for shallow footings on the site. Foundations
placed in engineered fill materials may be designed using .a coefficient of friction of 0.35 (total
F:\10.5465Ltr_Update Geo Recs.doc
Update Geotechnical Recommendations For Page 3
Proposed Addition To Deal Residence, APN 216-481-20-00
2016 Saliente Way, Carlsbad, California
March 14, 2002 CTh Job No. 10-5464
frictional resistance equals the coefficient of friction times the dead load). A design passive
resistance value of 250 pounds per square foot per foot of depth (with a maximum value of 1250
pounds per square foot) may be used. The allowable lateral resistance can be taken as the sum of
the frictional resistance and the passive resistance, provided the passive, resistance does not
exceed two-thirds of the total allowable resistance.
1.5 Concrete Slab-On-Grade
Lightly loaded concrete slabs should be a minimum of 4.0 inches thick. Minimum sub
reinforcement should consist of #3 reinforcing bars placed on 18-inch centers, each way, at mid-
slab height. In moisture sensitive floor areas, a vapor barrier of ten-mil visqueen overlying a
two-inch layer of compacted aggregate base should be installed. At a minimum, a two-inch layer
of similar material should be placed above the visqueen to protect the membrane during steel and
concrete placement. Where visqueen is not deemed necessary, the proposed slab-on-grade may
b'e constructed directly upon the granular import or existing subgrade materials (i.e., no sand
layer is required). Slabs subjected to heavier loads may require thicker slab sections and/or
increased reinforcement.
1.6 Review of Addition Plans
As requested, CTh has reviewed sheets 2, 3, and 5 of the addition plans prepared by James
Jacobson Construction, dated 1/25/2002. Based on our review of the specified plans, it is our
opinion that the plans are in general accordance with the recommendations provided herein.
Should you have any questions or need further information please do not hesitate to contact this
office.
Respectfully submitted,
CONSTRUCTION TESTING & ENGINEERING, INC.
Dan T. R0l3 ,6 E88,o* Senior Engineer
(1
61013
t1 Exp. Ii 12/31/04 J)
re I
F:\10.5465Ltr_Update Geo Recs.doc