HomeMy WebLinkAbout2687 OCEAN ST; ; CB030833; Permit04-23-2003
Job Address
Permit Type
Parcel No
Valuation
Occupancy Group
# Dwelling Units
Bedrooms
Project Title
Applicant
ENDRE BARTANYI
1321 STRATFORD CT 92014
858-755-6005
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Residential Permit Permit No CB030833
Building Inspection Request Line (760) 602-2725
2687 OCEAN ST CBAD
RESDNTL Sub Type
2031403300 Lot#
$22,14500 Construction Type
Reference #
0 Structure Type
0 Bathrooms
PATTON RES 215 SF BDRM & LIV
RAD
0
NEW
Status
Applied
Entered By
Plan Approved
Issued
Inspect Area
Ong PC#
Plan Check#
ISSUED
03/21/2003
SB
04/18/2003
04/23/2003
Owner 3464 04/23/03 OOO^1 01
PATTON M/K FAMILY TRUST 05-22-95
41 CORPORATE PARK #250
IRVINE CA 92606
02
270 oO
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot Water Con Fee
Meter Size
Add'l Pot Water Con Fee
Reel Water Con Fee
$19979 Meter Size
$0 00 Add'l Reel Water Con Fee
$12986 Meter Fee
$0 00 SDCWA Fee
$0 00 CFD Payoff Fee
$2 21 PFF
$0 00 PFF (CFD Fund)
$0 00 License Tax
$0 00 License Tax (CFD Fund)
$0 00 Traffic Impact Fee
$0 00 Traffic Impact (CFD Fund)
$0 00 Sidewalk Fee
$000 PLUMBING TOTAL
$0 00 ELECTRICAL TOTAL
$000 MECHANICAL TOTAL
$0 00 Housing Impact Fee
$0 00 Housing InLieu Fee
Housing Credit Fee
$0 00 Master Drainage Fee
$0 00 Sewer Fee
Additional Fees
TOTAL PERMIT FEES
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$000
$2700
$2000
$21 50
$000
$000
$000
$000
$000
$000
$400 36
Total Fees $400 36 Total Payments To Date $12986 Balance Due $270 50
PFRMITHAS EXFiLLU M ACCORDANCE WITH U.B.C,
F -'ON 106.4.4
! SlfiMATURE
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave , Carlsbad, CA 92008
1 :^P»RpJECT INFORMATION
FOR OFFICE USE ONLY
PLAN CHECK NO
EST VAL
Plan Ck Deposit
Validated
Date — "Z. i -
IVAddress (include Bldg/Suite ff)'s\ tf\ *+— *" •— —.. . . f
03/21/03 OQQ2 01 &2
CGP 129.86Business Name (at this
Legal Description Lot No Subdivision Name/Number Unit No Phase No Total # of units
Assessor s Parcel #Existing Use Proposed Use
Description SQ FT #of Stories # of Bedrooms tt ol Bathrooms
CONTACT PERSON M diHerentrfrom applicant)
'Name Address
•3 ,i:N!;APPLiCA:NT fQ "Contractor : [Urgent for .Contractor
City
Ovyner D Agent for Owner .
State/Zip Telephone #Fax #
Name Address City State/Zip Telephone #
PROPERTY-OWNER
M«"
Address City State/Zip TelephoneName
:S , CONTRACTOR -COMPANY NAME ..... -: • siura.:8 • : ~. > zg<°
(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
exemption 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 dollars [$500])
rJame
State License S~
^~Address
License Class
City State/Zip Telephone #
City Business License # | Q. \ ~\ |,
Designer Name Address City State/Zip Telephone
State License #
6 WORKERS' COMPENSAtION ''"•' .. ....wrf" '""""' . " :-:•;•': ~":" .-a?"1-' ",
Workers Compensation Declaration I hereby affirm under penalty of perjury one of the following declarations
Q 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
|3 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 insurance carrier and policy number are
Insurance Company *fyTTCLt-g_ ~V-v^_ f\) Policy No [Q &L \ *& j J Expiration Date { \ *" Q 5
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$100] OR LESS)
0 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 ($100 OOOKir))addition to the cost of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney s fees
SIGNATURE^-^^^^- - ^~ DATE </// & /O 3
,7 OWNER-BUILDERibECLARATION .„.»:„.. — .>;ir" " " ft;:::. -^ :„„.. """"" l
1 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)
n 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
1 I personally plan to provide the major labor and materials for construction of the proposed property improvement i~l YES I~|NO
2 I (have / have not) signed an application for a building permit for the proposed work
3 I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number)
4 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 / phone
number / contractors license number)
5 I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work)
PROPERTY OWNER SIGNATURE DATE
^COMPLETE THIS SECTION FOR /i/CWfl£S/D£W7MI:iBUILDING PERMITS ONLY * 7, :•„.. L N: ,,.
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? Q YES CD NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district' l~| YES l~l NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site' l~l YES l~) 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
REOUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT
8 CONSTRUCTION LENDING/AGENCY ' _;. J™s ' 3*"'"" " ...'..'•- ' ... -" • "":.„.
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec 3097(0 Civil Code)
LENDER'S NAME LENDER'S ADDRESS
;9" APPLICANT CERTIFICATION ,.1: ; :•" '; ..-,•*!"• ° .^.i*" ::""::.-;., h....' . ^ ' ""'" -,,
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 City 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
lorized 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
atyiny time after the work is cominef^ed {pr a peripdofv180 days (Section 106 4 4 Uniform Building Code)
/ /^//hr-v4-fc^UyUl^^ DATE 3 -ZJ - t) 3
WHITE File YELLOW Applicant PINK Finance
PPLICANT'S SIGNATURE
City of Carlsbad
September 2, 2003
MR&MRSM PATTON
41 CORPORATE PARK #250
IRVINE CA 92806
RE: BUILDING PERMIT EXPIRATION
PERMIT TYPE: RESDNTL
Building Department
Permit Number CB030833
Issue Date 4/23/03
ADDRESS: 2687 OCEAN ST
PLEASE CALL FOR AN INSPECTION IF WORK IS
COMPLETE
Our records indicate that your building permit will expire by limitation of time on 10/20/03
Tne provisions of UBC, Secuon lOo 4 4 as amended by the Carlsbad Municipal Code siate "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 (unless issued prior to 7/1/99 which is one year from date of permit), or if the building or
work authorized by such permit is stopped at any time after the work is commenced for a period of 180 days or if
the building or work authorized by such permit exceeds three calendar years from the issuance date of permit
Work shall be presumed to have commenced if the permittee has obtained a required inspection approval of work
authorized by the permit by the Building Official within 180 days of the date of permit issuance Work shall be
presumed to be stopped if the permittee has not obtained a required inspection approval of work by the Building
Official within each 180 day period upon the initial commencement of work authorized by such permit
Before such work can be recommenced, a new permit shall be obtained to do so, and the fee, therefore, shall be
one-half the amount required for a new permit for such work, and provided that no changes have been made or
will be made in the original plans and specifications for such work, and provided further that such suspension or
abandonment has not exceeded one year In order to renew action on a permit after expiration, the permittee shall
pay a new permit fee
Any person holding an unexpired permit may apply for an extension of the time within which work may
commence under that permit when the permittee is unable to commence work within the time period required by
this section for good and satisfactory reasons The Building Official may extend the time for action by the
permittee for a period not exceeding 180 days on written request by the permittee showing that circumstances
beyond the control of the permittee have prevented action from being taken No permit shall be extended more
Please check below indicating your intentions and return this letter to us
X Project abandoned A new permit will be obtained prior to commencing work
No fee extension requested for 180 days (attach a letter of explanation)
Renewal permit requested
If the project has been completed and only a final inspection is needed, please call the inspection request line at
(760) 602-2725
If you have any questions;please contact the Building Inspection Department at (760) 602-2700
PATKELLEY
Principal Building Inspector
1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (760) 602-2700 • FAX (760) 602-8560
EsGil Corporation
In (Partnership -with government for <Buibfing Safety
DATE APRIL 14, 2003 OA£ELICANT
JURISDICTION CARLSBAD a PLAN REVIEWER
a FILE
PLAN CHECK NO 03-0833 SET II
PROJECT ADDRESS 2687 OCEAN STREET
PROJECT NAME SFR ADDITION FOR PATTON
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes
X3 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
ENDRE BARTANYI AIA, 1321 STRATFORD COURT, DEL MAR, CA 92014
XI 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 Please complete, sign & return the attached Special Inspection list to the city for
review and approval prior to the permit being issued
By All Sadre Enclosures
Esgil Corporation
D GA D MB D EJ D PC 4/10 trnsmtldot
9320 Chesapeake Drive, Suite 208 * San Diego, California 92123 + (858)560-1468 + Fax (858) 560-1576
APR-17-2003 THU 09:42 AM CITY OF CARSLBAD FAX NO. 760 602 8558 P. 02
CARLSBAD 03-0833
APRIL 14, 2003
City of Carlsbad
B:titiild -i:ri ,cj- D&ba 11 m evriit
BUILDING DEPARTMENT
NOTICE OF REQUIREMENT FORJSPEC
Do Not Remove From Plans
Plan Check No 03-0833
Job Address or Legal Description 2687 OCEAN STREET
Owner f^-O- rAjTOf^ Address 4"f COIKPofiKm PAf^ , fe Z5b,
You are hereby notified that in addition to the inspection of construction provided by the Building
Department, an approved Registered Special Inspector is required to provide continuous inspection during
the performance of the phases of construction indicated on the reverse side of this sheet
The Registered Special Inspector shall be approved by the City of Carlsbad Building
Department prior to the issuance of the building permit Special Inspectors having a
current certification from the City of San Diego, Los Angeles, or ICBO are approved as
Special Inspectors for the type of construction for which they are certified
The inspections by a Special Inspector do not change the requirements for inspections by
personnel of the City of Carlsbad building department. The inspections by a Special
Inspector are in addition to the inspections normally required by the County Building
Code
The Special Inspector is not authorized to inspect and approve any work other than that for which he/she
is specifically assigned to inspect. The Special Inspector is not authorized to accept alternate materials,
structural changes, or any requests for plan changes The Special Inspector is required to submit written
reports to the City of Carlsbad building department of all work that he/she inspected and approved The
final inspection approval will not be given until all Special Inspection reports have been received and
approved by the City of Carlsbad building department.
Please submit the names of the inspectors who will perform the special inspections on each of the items
indicated on the reverse side of this sheet
(over)
APR- 17-2003 THU 09:42 AM CITY OF CARSLBAD FAX NO. 760 602 8558/
fr
i
, CARLSBAD O3-O833
APRIL 14, 2O03
• JSPECIAL INSPECTION PROGRAM
ADDRESS OR LEGAL DESCRIPTION: J
P. 03
PLAN CHECK NUMBER: £#e>"*>e>%33 OWNER'S NAME:
I, as the owner, or agent of the owner (contractors may not employ the special Inspector), certify that I,
or the architect/engineer of record, will be responsible for employing the special inspectors) as required
by Uniform Building Code (UBC) Section 1701.1 for the construction project located at the site listed
above. UBC Section 106 3.5.
Signed V_
——HMl^^^^^B
I, as the engineer/architect of record, certify that I have prepared the following special inspection program as
required by UBC Section 106.3.5 for the construction project located at the site listed above - _ . - .
Signed
1. List of work requiring special inspection:
Soils Compliance Prior tb Foundation Inspection Q Field Welding
Structural Concrete Over 2500 PSI Q High Strength Bolting
Prestressed Concrete ^ Expansion/Epoxy Anchors
Structural Masonry O Sprayed-On Fireproofing
I] Designer Specified D Other _
2. Name(s) of IndMdual(s) or firm(s) responsible for the special inspections listed above:
A. coAj-jry^/cr/o^/ •ns^mjg, ^g/ugfruferepaMfi /roc. _
AVfe
C.
3. Duties of the special inspectors for the work listed above:
A. _ _ _
B.
C.
Special Inspectors shall check in with the City and present their credentials for approval pnorte beginning work on the job site
EsGil Corporation
In (PartnersKip with government for (Buiftfing Safety
DATE MARCH 27, 2OO3 a ARRUCANT
JURISDICTION CARLSBAD Q PLAN REVIEWER
a FILE
PLAN CHECK NO 03-0833 SET I
PROJECT ADDRESS 2687 OCEAN STREET
PROJECT NAME SFR ADDITION FOR PATTON
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
XI 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
XI The applicant's copy of the check list has been sent to
ENDRE BARTANYI AIA, 1321 STRATFORD COURT, DEL MAR, CA 92014
Esgil Corporation staff did not advise the applicant that the plan check has been completed
XI Esgil Corporation staff did advise the applicant that the plan check has been completed
f \ f* f*Person contacted 6*Ji>K-E Telephone # (85Sr/-?55-
Date contacted 3/2 7/03(by ^ ) Fax #
Mail -Telephone "^ Fax i/"" In Person
1 REMARKS
By AH Sadre Enclosures
Esgil Corporation
D GA D MB D EJ D PC 3/24 trnsmtldot
9320 Chesapeake Drive, Suite 208 ^ San Diego, California 92123 *• (858)560-1468 ^ Fax (858) 560-1576
CARLSBAD 03-0833
MARCH 27, 2O03
GENERAL PLAN CORRECTION LIST
JURISDICTION CARLSBAD PLAN CHECK NO O3-O833
PROJECT ADDRESS 2687 OCEAN STREET
ROOM ADDITION = ENCLOSE EXISTING DECKS ON 2ND & 3RD LEVELS = 215 S F
DATE PLAN RECEIVED BY
ESGIL CORPORATION 3/24
REVIEWED BY Ali Sadre
DATE REVIEW COMPLETED
MARCH 27, 2003
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 disabled
access This plan review is based on regulations enforced by the Building Department
You may have other corrections based on laws and ordinances enforced by the
Planning Department, Engineering Department or other departments
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 10643, 1997 Uniform Building Code, the approval of the plans does not
permit the violation of any state, county or city law
• Please make all corrections on the original tracings and submit two revised,
stamped & signed sets of plans to The Building Department
• To facilitate rechecking, please identify, next to each item, the sheet of the
plans upon which each correction on this sheet has been made and return
this sheet with the revised plans
• 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 on the plans Have changes been
made not resulting from this list? d Yes Q No
1 Please state this project complies with the 2001 CBC which adopts the 1997
UBC, 2000 UPC, 2000 UMC, 1999 NEC & T-24
2 A reminder that structural calculations need to be stamped and signed by the
project desmger
3 The floor area of the 3rd level is over 500 s f, it will require a 2nd set of stairs
Section 10042 32
CARLSBAD O3-0833
MARCH 27, 20O3
4 Please show the separation of the two stairs is at least 7z the diagonal distance
of the area they serve Section 1004 2 4
5 Please show a second set of stairs on 3rd level to continue down to the ground
floor Provide complete details of this stair including 8" rise, 9" run and handrail
with 1-14" grip portion at 34" to 38" above the nosing of the treads Section
100333
6 Please show nail size and spacing for the floor and roof diaphragms
7 Please show details and references for the Strong Walls on plans
8 Please note on plans that epoxy anchors require Special Inspection
9 Please specify the name & information of the Special Inspector on plans
10 Strong Walls can only be mounted on top of other Strong Walls As shown, they
can not be mounted on conventional shear walls per Sheet 6
11 Please verify that Strong Walls can be used in 3-story condition to be
implemented in this case I e , verify that they have been tested for this condition
12 Show joists in line with the Strong Walls and specify the straps to drag the force
between the walls This information is missing on details per Sheet 9
13 Show %" per foot mm slope for the flat copper roof on plans
14 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 All Sadre at Esgil
Corporation Thank you
CARLSBAD O3-O833
MARCH 27, 2003
VALUATION AND PLAN CHECK FEE
JURISDICTION CARLSBAD
PREPARED BY All Sadre
BUILDING ADDRESS 2687 OCEAN STREET
BUILDING OCCUPANCY R3/U1
PLAN CHECK NO O3-0833
DATE MARCH 27, 2O03
TYPE OF CONSTRUCTION VN
BUILDING
PORTION
LIVING AREA
ADD
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
(Sq Ft)
215
CB
Valuation
Multiplier
By Ordinance
Reg
Mod
VALUE ($)
19Q4 UBC Buildma Permit Fee ^
22,145
$19979
1994 UBC Plan Check Fee $12986
Type of Review
I I Repetitive Fee^T] Repeats
Comments
Complete Review
D Other
,—I Hourly
Structural Only
Hour*
Esgil Plan Review Fee $111 88
Sheet 1 of 1
macvalue doc
1
DATE
BUILDING PLANCHECK CHECKLIST
PLANCHECK NO CB
3-cg33
BUILDING ADDRESS
PROJECT DESCRIPTION
ASSESSOR'S PARCEL NUMBER
INEERING DEPARTMENT
EST VALUE
DENIAL
The totem y6u have submittedjop-feView has been
approved ^fhe_appreva1is based on plans,
informmton^and/pr specifications provided in your
submittal, therefore any changes to these items after
this date, including field modifications, must be
reviewed by this office to insure continued
conformance with applicable codes Please review
carefully all comments attached, as failure to comply
with instructions in this report can result in
suspension of permit to build
A Right-of-Way permit is required prior to
construction of the following improvements
Please see the attached report of deficiencies
marked with D Make necessary corrections to plans
or specifications for compliance with applicable
codes and standards Submit corrected plans and/or
specifications to this office for review
By
By
By
Date
Date
Date
EN
By
FOR OFFICIAL USE ONLY
RING AUTHORIZATION TO ISSUE BUILDING PERMIT:
Date
ATTACHMENTS
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
ENGINEERING DEPT CONTACT PERSON
Name JOANNE JUCHNIEWICZ
City of Carlsbad
Address 1635 Faraday Avenue, Carlsbad, CA 92008
Phone (760) 602-2775
CFD INFORMATION
Parcel Map No
Lots
Recordation
Carlsbad Tract
A-4
H \WORD\DOCS\CHKLST\BuikJing Plancheck Cklst Form (Generic) doc
1<c
o o oc c c
E. CL CL
n
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No CB Q5O5J33
Planner Chris Sexton
APN
Address Ocean Si
Phone (760) 602-4624
Net Project DensityType of Project & Use
Zoning r\~O General Plan r< H Facilities Management Zone [
DU/AC
CFD (in/out) #_Date of participation
Circle One
Remaining net dev acres
(For non-residential development Type of land used created by this
permit _ )
Legend [X] Item Complete IT^nem Incomplete - Needs your action
Environmental Review Required YES _ NO \.^" TYPE _
DATE OF COMPLETION _
Compliance with conditions of approval7 If not, state conditions which require action
Conditions of Approval
Discretionary Action Required
APPROVAL/RESO NO
PROJECT NO
YES NO u-^TYPE P
DATE (f
OTHER RELATED CASES
Compliance with conditions or approval7 If not, state conditions which require action
Conditions of Approval
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone7 YESy^-" NO
CA Coastal Commission Authority7 YES NO
If California Coastal Commission Authority Contact them at - 7575 Metropolitan Drive, Suite
103, San Diego CA 92108-4402, (619) 767-2370
Determine status (Coastal Permit Required or Exempt)
Coastal Permit Determination Form already completed7 YES NO
If NO, complete Coastal Permit Determination Form now
Coastal Permit Determination Log #
Follow-Up Actions
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum Floor Plans)
2) Complete Coastal Permit Determination Log as needed
Inclusionary Housing Fee required YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993 )
Data Entry Completed7 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
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)
2 Provide legal description of property and assessor's parcel number
E'D
Policy 44 - Neighborhood Architectural Design Guidelines
1 Applicability YES NO ^
2 Project complies YES NO
Zoning
1 Setbacks
Front
Interior Side
Street Side
Rear
Top of slope
2 Accessory structure
Front
Interior Side
Street Side
Rear
Structure separation
Required /K")'
Required *5'
Required
Required \U
Required
setbacks
Required
Required , \ S
Required N^ ^/.
Required j/' ~f\
Required •/
Shown ,J7 ' , g
Shown fj£j? /-£&> ~i\
Shown
Shown £&> /"" jpT£
Shown ^ — 'J/^
Shown
Shown v^
Shown ^ ) ^X^
Shown /-j-\
Shown /
3 Lot Coverage
4 Height
Required
Required
Shown
Shown
5 Parking Spaces Required cX. Shown
(breakdown by uses for commercial and industrial projects required)
Residential Guest Spaces Required Shown
rota n K r\ \^Additional Comments W l\)!Tv.OA-/
S_
i
,(.-iddi i
\
w-, /V\D -fj^. ^
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OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H \ADMIN\COUNTER\BldgPlnchkRevChklst Rev 9/01
STRUCTURAL CALCULATIONS
Patton Residence
2687 Ocean St.
Carlsbad, CA
Endre Bartanyi, A I.A. Architect
1321 Stratford Court
Del Mar, CA 92014
Phone No: 858-755-6005
March 21,2003
INDEX
BASIS OF DESIGN , D-l,D-2
FLOOR DESIGN F-l,F-2
LATERAL DESIGN L-l through L-4
BASIS OF DESIGN
Loads
Roof Live Loads 20 PSF
Floor Live Loads 40 PSF
Structural Steel A-36
Lumber DF Larch
Wind
Basic wind speed 70 MPH
Pressure Coefficient 12
Exposure B
Seismic
Seismic Zone 4
Use Simplified Static Lateral
Force Procedures
Near Source Factor
Seismic Source <10 KM
Soil
Maximum Soil Bearing Pressure 1,000 PSF
JOB.
endre bartanyi a.i.a. archived
1321 Stratford court • del mar • ca 92014
phone 619»755»6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF_
DATE_
DATE.
2< 8 <•>!(*
Li-
2x
5*. 5
/, 5
2> r
>, 0
2,3
3,5
-fao
/ .fr
, 8
o
;<9
! o
P&F
FBGDUGT 2M 1 :S .igls Sieffii; 2C= I (Fic:e31
JOB.
endre bartanyi a.i.a. archifecf
1321 Stratford court • del mar • ca 92014
phone 619«755e6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.
</s.r
i/v £7*i ES
3/7
15,.
3777
r 5.5V
1,5
M -
1/4-
PRODUCT :K 1 fi;r; a Stesi 20
JOB.F-t
endre bartanyi ai.a architect
1321 Stratford court • del mar • ca 92014
phone 619"755«6005
SHEET NO .OF_
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE_
i'f n.3
f *
377
\B\
718
7,18
(58o*
(10)
V =
PROOLCI :D41 (Sirji Sleelsi ?05 i (F!;cjdi
JOB.L-i
endre bartanyi ai.a archited
1321 stratford court • del mar • ca 92014
phone 619-755-6005
SHEET MO .OF_
CALCULATED BY_
CHECKED BY
SCALE.
DATE.
DAJE'
r.• • ' ' V**;-~V 'i .• '• j /--.'i^l'"". . S.v .
LATERAL DESIGN
WIND
P= Ce Cq Qs Iw
Method 2-
Basic wind speed 7£> mph
Exposure /2»
hmax 2, 7 ft
Ce .72
ca /.3
qs /2-^
Iw /
P= tl-0 DSf
Wind Loads
W ,™f — P Y trih hoinht — /^Z
W 3rd - P x tnb. height - / 4
W 2nd fir = P x tnb. height = / 'I
Roof We!qht p5r '
Diaphraam- '2? . (^*X'S
Exterior wall = B ri>F (i^O- •<
Interior wall = y'"5"1" / ^o' ^
3rd Floor Weight psf, <
Pvtfi»nor \A/r^ll ~~" fj f li& >C ^?
2nd Floor Weight «^
Extenorwgll = — " —
T-A—.,,-,. T.urM — fi / 6 4 «. 4^\
Total Seismic Dead Load: W
Base Shear, V = P(W) = 3l,\5& s.
SEISMIC.
V = 25CaIW VASD = V i ^ ^
R 1 4 (,4-
Zone = ^
Z= ,4
Seismic source distance = <• 1 0 km
Seismic source type = ^
Na = Near source factor = ( , 2-
Soil Profile Type = 5 p
Ca = • 4-4- N <5(... . 5" 2"ft
1= 1.0
R= s-.s
p= i.(^?
v= 0> 17! JAJ
psf x f.5 ft= 5*4- pjf
psfx ^ ft= 10 B olf
psf x •=? ft = 10 R olf
J p ?! , , = /^ , 3<^o Ibs
4 '; ^^5 S?2A ^^;= ^ /5^ Ibs
4- ) Tp'fb ' = 3',o&O Ibs
Total = 2-5 ,k>\ n Ibs
'5-') P.P., = / 5, ^.P ibs
) 4- /5 ( /2 * 7 ) = / ^, 76 ^ ibs
f xT / 6Z x £/i-\ ' = ^?, 5"<P^- Ibs
Total = Jf >"6>4 Ibsf
1 = /5i/^ ibs
p^ = /5, 75o ibs
- 8 ^ -t.fr *.(!M + - 4-3 /#/£,)= 2j 2.3^- Ibs
ftt^-^ Total = 3/( / 36? Ibswfrtl/ '
= 1(,I56 ibs
./7f = I5.5B& ibs
TODC; St I (Sinsi! Ehsss) 205.1 (Pand!!
JOB.
i -
C—
endre bartanyi a.i.a. architect
1321 Stratford court • del mar • ca 92014
phone 619«755-6005
SHEET NO .OF_
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.
Seismic Lateral Distribution
Level
Roof
3rd Floor
2nd Floor
I
Wx
(Ibs)
2£,bl8
/;'4 4-/9-<r
t\,ftb
hx
(ft)
17
ye>
1
Wx hx
(Ibs-ft)
te3l,b$b
to(<\t133.
Ify £24
1,511,1 tit
Wx hx
Wi hi
%
.4-3
,31
.'8
10
F Px = Wx h.x V
Wi hi
to 1 o rL
(>0 7^
2,aosr
Ax
(ft)
11?) 0
Itto
^00
vs = F P.V/AX
(psf)
5.4-4
4-,c!4-
^ U
1.
Mm Depth of Structure for Seismic to Govern = wx/ vx (Wind/Seismic)
Roof = £&-
3rd (&8
2nd = / O O
psf/.
.psf/,psf =34.
.ft
_ft
ft
PRODUCT !CS 1 iSingie Slefis) 2351 (Padec)
JOB_
endre bartanyi ala archived
1321 Stratford court • del mar • ca 92014
phone 619«755»6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE.
DATE.
V =2-
3
'4/77 /'-
a 5 e. $'*'
^ ('2J/2. t 7.5 )//
I 77-
-
<-- ib&o'
^^>^^ ^
B!>ii ^locsicij!:
PPOi)JCT20< ; (Si-.J! Stein !05 ' (Psicui
JOB.L-4-
endre bartanyi a.i.a. architect
1321 stratford court • del mar • ca 92014
phone 619-755»6005
SHEET NO OF
CALCULATED BY_
CHECKED BY _
SCALE _
DATE.
DATE.
C o/u
O
7'
- ^4~~T
s '
•f
f:3/V
^^ f,=
p
r s
ITS
4 x.
/. 73
2-"H )-5" g>%
2. 77
5, kf 7
7/6
/3
75
-7-51
^ 75
X . 78x -
PROOuCT 20; 1 iSjKM 5l-ee:ii ,':)i i (Pads:!
STRUCTURAL CALCULATIONS
Patton Residence
2687 Ocean St
Carlsbad, CA
Endre Bartanyi, A.I.A. Architect
1321 Stratford Court
Del Mar, CA 92014
Phone No: 858-755-6005
March 21,2003
INDEX
BASIS OF DESIGN D-l,D-2
FLOOR DESIGN F-l to F-2
LATERAL DESIGN L-l to 1-4
BASIS OF DESIGN D-l
Loads
Roof Live Loads
Floor Live Loads
20PSF
40PSF
Structural Steel
Lumber
A-36
DF Larch
Wind
Basic wind speed 70 MPH
Pressure Coefficient 12.6
Exposure B
Projected Area Method
Seismic
Seismic Zone 4
Use Simplified Static Lateral
Force Procedures
Soli
Maximum Soil Bearing Pressure 1,000 PSF
JOB.A D-l
endre bartanyi a.i.a. archied
1321 Stratford court • del mar • ca 92014
phone 619»755«6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE.
DATE.
2*. 8
2x
Ix. 4 StVOS fi-
/, 5
2, f
>, O
3,5
2,-SL
/, 5
2,5"
-fo.o
5" 2 .
'0
8 0
PRODUCT Z0« 1 iS'ngis Stels) 205 1 (Paccrii
JOB.
endre bartanyi a.i.a. archived
1321 Stratford court • del mar • ca 92014
phone 619»755«6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE.
DATE.
= 15
M -'*- I '"'
83
75,
USE
Jr
2777 K4-
5,5'
.5'
/fe
M =
_z-
>c
PRODUCT 204 '• ;STjl; Si-elsi 2C; I i'adsdl
endre bartanyi ai.a architect-
1321 Stratford court • del mar« ca 92014
phone 619«755»6005
JOB.
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
F-t
OF_
DATE.
DATE.
2-4o
377
101
Ft,!*
718
M ^4-
£5.I! 4-
It.
r~ ~—
i i_L_l~~A ~
v• =
(580
•*-
JOB.L-i
endre bartanyi ai.a architect
1321 Stratford court • del mar • ca 92014
phone 619-755-6005
SHEET NO .OF_
CALCULATED BY_
CHECKED BY
SCALE.
DATE.
DATE .
LATERAL DESIGN
WIND: SEISMIC.
P=CeCaqsIw V = 25CaIW VA
R
Method ^ Zone =
Basic wind speed 70 mph Z =
Exposure & Seismic source distance =
hmax 2, 7 ft Seismic source type =
Ce « 72 Na = Near source factor =
Ca /' ^ Soil Profile Type =
qs }1-& Ca= * 4-4- M
Iw / I =
R =
P= IV-O osf p= .
Wind Loads
W ™>f = P x tnb. heiaht = /^ psf x f . 5 ft =
W 3'd - P x tnb. heiaht = / £ psf x ^ ft =
W 2nd flr= Px tnb height = ('I psf x 3 ft =
\
Roof Weiaht pc/? , ' ' .
Diaphraam = • -? ( ^ ^ *. £? / »^< , . —
Exterior wail- B*'*f (Wo\ 4') + f5 (12.* i^SJ-
Intenor wall = 7f'^'" f no' ^ 4- ) fP^ ' =
Total =
3rd Floor Weight ^^ • K
Diaphragm = //2- (_ &4 >^ 15 } \~f,f =
Exterior wall- 8 ( Ito x 8 ' ) •>- 15 (ll * 9 }
Intenorwall= 8 / HO"*- s/i,\ + £ / 6>Z* %/z^\ -
Total =
2nd Floor Weight ,.r<
Extenorwall= ,~ '' — . ^ -
Tntcan/^r \A/^ill — n 1 h P )*- A*~ \ *t~ ft 1 ~7/ *T7^r) I *^ w 3 ' ^^7 I ~~inier ivJf WUM u ,lu, f *• ^ J ^I*^_/^^'T "-* /&-y
•PHA- ^ Total =
Total Seismic Dead Load: W =
Base Shear. V = P(W) = ^iJT& * , 171
-
1.4 (.4-
4
,4
<-\0 km
^7(, *2.
5r\
^ . 5 2 ft
!. o
S.5
|,£>
o.ni w,
£+ pif
/08 pit
/ 0 R plf
/> , ^60 Ibs
^/ /5"^ Ibs
2>,0&O Ibs
2-5 ,k>l n Ibs
/ 5, / 1.^ ibs
/^, 7S& |bs
±?, 5VP4* Ibs
34^0+ Ibs
/5i /^ Ibs
15. 780 ibs
2,2.3^ ibs
5 / / 36» Ibs
^/J5a !bs
15, JS 8 ibs
JOB.
endre bartanyi aia archited
1321 stratfcrd court • del mar • ca 92014
phone 619«755»6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
OATE.
DATE.
Seismic Lateral Distribution
Level
Roof
3rd Floor
2nd Floor
I
Wx
(Its)
25>m
*,**
1I,M
hx
(ft)
2?
if,
1
Wx hx
(Ibs-ft)
*«/.«*
*,<,17Z
l«e| £24
/, ST/, I ft
Wx hx
Wi hi
.4-3
.31
•'*
l.O
F px = Wx hx V
Wi hi
^ 7 o 1.
t*7<
2,8o?
Ax
(»)
/«»o
MO
loo
Vx = F px/Ax
(psf)
5,4^
*.<*
5. 1/
Mm Depth of Structure for Seismic to Govern = wx/ vx (Wind/Seismic)
Roof = '?4~ plf/ ^' ^"4 psf = li
3rd = /og osf/ ^'^^ psf= ^/.
2nd = /06 Dsf/ 3. 0 osf= 24,!1 ft
ft
ft
5g(fMi6
PRO-DUCT 2041 (Singl! ShsMS! 205-1 IFjsce]!
JOB.
endre barfanyi a.i.a. archifecf SHEET NO OF_
, „_ ,, , , __ CALCULATED BY DATE.1321 Stratford court • del mar • ca 92014
phone 619«755»6005 CHECKEDBY DATE.
SCALE
V = 6t^-4-rvr ( /£>/£ V 7,5 ) 15' - l?+<» * J1.
= 5.
/
7,5'J^M/^r . /,
i; 5- E.
V -
•^ | 77-
JOB.
endre bartanyi ala archsteci-
1321 Stratford court • del mar • ca 92014
phone 619»755«6005
SHEET NO
CALCULATED BY
CHECKED BY
SCALE
OF
DATE.
DATE.
i / ..
SfcJ
* /A
~f-~ 3? zfh'C "
r =
couro
Tr/'
"
2. -7 7
7/&'1 gg
x 7»
< 7.5
6PSF
x.
^
FR03'JCT !G4 • iSnqs Sheas! 205 1 i?3Cd!i:
Mar 04 03 09:18a SIMPSON STRONG TIE ENG 7148796413 p.2
SIMPSON SIMPSON STRONG-TIE COMPANY, INC.
The Worlds "No Equar Timber Connector Company
260 N Palm Street • Brea, California 92821-2870
Phone 800/999-5099
March 3 1,2003
A.ndie Baiion vi
1321 StratibidCt
DelMar, Ca920l4
RE Stacked Strong Walls
The following letter serves as clarification regarding the effect of 2 story stacked Strong Walls,
which are not at the lower 2 levels of a structure Strong Walls may be used in this configuration
provided the specifier evaluates the following conditions
sa) Proper shear transfer shall be made to the lower level shear elements
b) Compression post capacities need to be checked at the lower levels, for combined
overturning and gravity loads, m accordance \vith the governing Code equations
c) Assuming the tension rod continues down to the foundation, the additional rod elongation
of the lower levels would need to be added to the drift (shown in the ICBO report) of the
Strong Wall panels This total drift shall not exceed Code drift Drifts at lower design
shears, than shown in the ICBO report, maybe linearly proportioned to a lower value
relative to the design shear
Please feel free to call for any additional clarification or assistance
Sincerely,
SIMPSON STRONG-TIE CO , INC
FS
Ricaido Are\alo S E
Simpson Strong Wall Engineer
JOB.
endre bartanyi a.i.a archived
1321 Stratford court • del mar • ca 92014
phone 619-755-6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF
DATE.
DATE.
FHODUC! 2C4 • iSing't stesisi MS 1 iPacdeqi
JOB_
endre bartanyi ala architect
1321 Stratford court« del mar • ca 92014
phone 619»755*6005
SHEET NO .
CALCULATED BY_
CHECKED BY
SCALE
OF_
DATE.
DATE.4-6 -
fM
'AfM
"70
0 7
2.7
'2. 7"
€,7"
PRODUCT !G< ' (Snf.= SreslJi 205 i IFidMM
JOB.
endre bartanyi a.i.a. archied
1321 stratford court • del mar • ca 92014
phone 619"755»6005
SHEET NO .OF_
CALCULATED BY_
CHECKED BY
SCALE
DATE.
DATE.4-6-0?
A 4-G
_Ft
/Ve
JLc
Ji,
01.
f ,
IA
-47"
.ADDITION WORKSHEET Page l ADD
Prcnect Title EXISTING AND NEW Date.. 03/19/03 14:50:51
Project Address 2687 OCEAN ST. ******* .
CARLSBAD, CA *v6.01*
Documentatxon Author... David Sosna ******* Building Permit #
Sosna Energy Consulting
5390 Reservoir Drive Plan Check / Date
San Diego, CA 92115
619-698-0566 Field Check/ Date
Climate Zone 07 '
Compliance Method MICROPAS6 v6.01 by Enercomp, Inc.
MICROPAS6 v6.01 File-03022E Program-ADDITIONS
User#-MP0354 User-Sosna Energy Consulting Run-03022EN
ADDITION/ALTERATION WORKSHEET - COMPUTER PERFORMANCE
EXISTING
File Name 03022E - 03022E
Conditioned Floor Area 2460 sf
Standard Design Energy Use. 7.47 kBtu/sf-yr
Proposed Design Energy Use. 48.44 kBtu/sf-yr
NEW (EXISTING PLUS ADDITION/ALTERATION)
File Name 03022EN - 03022EN
Conditioned Floor Area 2675 sf
Standard Design Energy Use. 7.41 kBtu/sf-yr
Proposed Design Energy Use. 41.78 kBtu/sf-yr
FLOOR AREA RATIO
Existing New
Floor Area Floor Area
2460 /2675
Floor
Area
Ratio
= 0.920
DESIGN ENERGY USE FOR NEW (EXISTING PLUS ADDITION/ALTERATION)
Floor Addition/
New Area Existing Existing Alteration
Standard Ratio Proposed Standard Design
7.41 + 0.920 x ( 48.44 -7.47) =45.09
Note: If (Existing Proposed - Existing Standard) is
negative, this difference is set to zero.
ADDITION/ALTERATION ENERGY USE SUMMARY
Energy Use
(kBtu/sf-yr)
Addition/
Alteration
Design
Proposed
Design
Compliance
Margin
New 45.09 41.78 3.31
*** Addition/Alteration complies with Computer Performance ***
SD
COMPENSATION
NSURANCE
PO BOX 807, SAN FRANCISCO,CA 94101-0807
FUND CERTIFICATE OF WORKERS' COMPENSATION INSURANCE
ISSUE DATE 11-01-02
POLICY NUMBER 1041833 - O2
CERTIFICATE EXPIRES 11-01-03
CITY OF VISTA
ATTN: BUILDING DEPARTMENT
P.O. BOX 1988
VISTA CA 92083
JOB ALL OPERATIONS
This is to certify that we have issued a valid Workers' Compensation insurance policy in a form approved by the
California Insurance Commissioner to the employer named below for the policy period indicated
This policy is not subject to cancellation by the Fund except upon 30 days' advance written notice to the emplo/er
We will also give you 30 days' advance notice should this policy be cancelled prior to its normal expiration
This certificate of insurance is not an insurance policy and does not amend, extend or alter the coverage afforded
by the policies listed herein Notwithstanding any requirement, term, or condition of any contract or other document
with respect to which .this certificate of insurance may be1 issued or may pertain, the insurance afforded by the
policies described herein is subject to all the terms, exclusions and conditions of such policies.
/VlsK^^tt
"/ - PRESIPRESIDENT
EMPLOYER'S LIABILITY LIMIT INCLUDING DEFENSE COSTS $1,OOO,OOO OO PER OCCURRENCE
STANDARD EXCLUSION INDIVIDUAL EMPLOYERS AND HUSBAND AND WIFE EMPLOYERS ARE NOT ELIGIBLE
FOR BENEFITS AS EMPLOYEES UNDER THIS POLICY
ENDORSEMENT #2065 ENTITLED CERTIFICATE HOLDERS' NOTICE EFFECTIVE 11/01/02 IS ATTACHED TO AND
FORMS A PART OF THIS POLICY
EMPLOYER LEGAL NAME
VOLEY RENNER CONSTRUCTION
208 S NARDO AVE
SOLANA BEACH CA 92075
RENNER, VOLEY WOLFGANG AND
RENNER, LINDA
fTHIS DOCUMENT HAS A BLUE;PATTERNED,BAGKGROUND-
•PRIMTFD 1O-17-Q?
SCIFll 0265 (REV,',2-01).';