HomeMy WebLinkAbout2207 VISTA CHAPARRAL; ; CB060143; PermitCity of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
0920-2006 Residential Permit Permit No: CB060 143
Building Inspection Request Line (760) 602-2725
Job Address: 2207 VISTA CHAPARRAL CBAD
Permit Type: RESDNTL Sub Type: RAD Status: ISSUED
Parcel No: 2552531500 Lot #: 0 Applied: 01/18/2006
Valuation: $92934.00 Construction Type: VN Entered By: KG
Occupancy Group: Reference #:. Plan Approved: 09/20/2006
# Dwelling Units: 0 Structure Type: Issued: 09/20/2006
Bedrooms: 0 Bathrooms: 0 Inspect Area:
Project Title: PANG RES 747 SF 1ST AND 2ND Orig PC#:
STRY ADDITION, 120 SF BALCONY Plan Check#:
Applicant: Owner:
JBC PAINTING AND CONTRACTING INC. YUAN BIAO&PANG YAN
219 S. SANTE FE 2207 VISTA CHAPARRAL
VISTA CA 92083 CARLSBAD CA 92009
760-758-2654
Building Permit $519.61 Meter Size
Add'I Building Permit Fee $0.00 AddI Red. Water Con. Fee $0.00 Plan Check $337.75 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 $9.29 PFF (3105540) $0.00 Park in Lieu Fee $0.00 PFF (4305540) $0.00
Park Fee . $0.00 License Tax (3104193) $0.00 LFM Fee $0.00 License Tax (4304193) $0.00
Bridge Fee $0.00 Traffic Impact Fee (3105541) $0.00
Other Bridge Fee $0.00 Traffic Impact Fee (4305541) $0.00
BTD #2 Fee $0.00 Sidewalk Fee $0.00
BTD #3 Fee $0.00 PLUMBING TOTAL $34.00
Renewal Fee $0.00 ELECTRICAL TOTAL $20.00
AddI Renewal Fee $0.00 MECHANICAL TOTAL $0.00
Other Building Fee $0.00 Housing Impact Fee $0.00 HMP Fee $0.00 Housing lnLieu Fee $0.00
Pot. Water Con. Fee $0.00 Housing Credit Fee $0.00 Meter Size Master Drainage Fee $0.00
AddI Pot. Water Con. Fee $0.00 Sewer Fee $0.00
Red. Water Con. Fee $0.00 Additional Fees $0.00
TOTAL PERMIT FEES $920.65
Total Fees: $920.65 Total Payments To Date: $920.65 Balance Due: $0.00
""
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FINAL AYOVAL
Inspector: Date: Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "lmposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions. You 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
0601801-1 0024 01/18/2006 001 15
FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHECK NO __________
EST. VALa3Y CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit
Validated By_________________________
Date /—/216/
Address (include Bldg/Suite # Business Name (at this a dress)
7
.
3,4 9)
Legal Descripfion Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel # Existing Use
—SS- S-3—LS'--Oà
Proposed Use
Descri i n pt Work SO. FT . #of Stories ,4d17,410p 7417 ~QP7 /L2,dih(1/ # of Bedrooms # of Bathrooms
/
/f)/' :.: •'7
Name \-Jflhl1à. .- Address/9 City i,)' /- State TO ,phone Fax #
3. APPLICANT to tforContracr 764
Name- Address City Stat, Zip Telephone #
Name f(.141,7J6,.. Address )1 V's/4 ty State z /(.k "Telephone7tc9 '33-2Y2
'SONTRORCOMPANYNAME"'
(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
axe tion. An viola,j of S ction 7 31.5 y an applica for ermit sub'ects,the p I' ant to a civil enalt of no n thapfi e h d dojjars ($5 01)
P O-çJIA vr7
Name .' Address . City - State/Zip ' Telephone #
State License # O ' - License Class 0 "'3 ,
City Business License #
Designer Name Address . ' City ' State/Zip Telephone -
State License #
l6-WORKERSCCOMPENSATiN
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 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 t work 'for which this permit is issued. -, -
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 co p nsation i. nsun 3nce carrier and policy number are:
Insurance Company S79?2.. LØ4? 't...ci_ Policy No. _k7:? 57 Expiration, Date \ o/'2I'o
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS [$1001 OR LESS) -
C] 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' ompensation coverage is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollar $100.0 0). in add' n to e c of compensation, damages as provided for in Section 3706 of the Labor code, interest and attorney's fees..
SIGNATURE -- ' DATE
-7. OWNER: BUILDER DE ATION
I hereby affirm that I am mpt from the Contractor's License Law for the following reason:
0 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). -
o 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 / 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 / phone number / type'
of work): ,
PROPERTY OWNER SIGNATURE , DATE -
[COMPLETE THIS'SECTIOO, RES/DEN77AE8OI05iNdAMITS_oN[ *
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 orair quality management district? 0 YES 0 NO
Is the facility to be constructed within 1,000 feet of the outer 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.
j8__'CONSTRUCTtON__LENDING_AGENCYli_
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code). '
LENDER'S NAME LENDER'S ADDRESS__________________________________________________________
10. APF 1IF CATIWX,
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 Citt' 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 ANYWAY ACCRUE AGAINST SAID CITY INCONSEQUENCE 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 pro ,• ons 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 té 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 180 s tion 106.4.4 Uniform Building Code),
APPLICANT'S SIGNATURE -___ - DATE _-
- 'i: 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).
PAD Residential addition/alteration, creating no new dwelling unit(s).
RREISSIJE Residential permit re-issue.
RREPAIR Residential building repair. Damage, fire, etc.
RREPLACE 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, half-plex)
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.
CREPLACE Commercial building - replacement.
Cli 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.
Ill 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).
MF5+ Multi-family, 5 or more units. Same as MF2-4, except the building has a t least five attached units on the same lot.
MOHO Mobile home, pre-fabricated house, or trailer installed (plumbed, wired) in a mobile home park (see distinction from
single-family residence, above).
City of Carlsbad Bldg. Inspection Request
For: 03/09/2007
Permit# CB060143 Inspector Assignment: JM
Title: PANG RES 747 SF 1ST AND 2ND
Description: STRY ADDITION,120 SF BALCONY
Type: RESDNTL Sub Type: RAD
Phone: 7602139417
Job Address: 2207 VISTA CHAPARRAL
Suite: Lot 0
Location: Inspector:
OWNER YUAN BIAO&PANG VAN
Owner: YUAN BIAO&PANG VAN
Remarks:
Total Time: Requested By: NA
Entered By: CHRISTINE
CD Description Act Comment
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Comments/Notices/Holds
Associated PCRs/CVs Original PC#
PCR06198 ISSUED BIAO: INCREASE SIZE OF 1ST FLR; & 2ND FLOOR WINDO
Inspection History
Date Description
03/08/2007 89 Final combo
01/25/2007 17 Interior Lath/Drywall
01/25/2007 18 Exterior Lath/Drywall
01/22/2007 16 Insulation
01/22/2007 24 Rough/Topout
01/17/2007 14 Frame/Steel/Bolting/Welding
01/17/2007 18 Exterior Lath/Drywall
01/17/2007 98 BMP Inspection
01/11/2007 84 Räugh combo
01/09/2007 14 Frame/Steel/Bolting/Welding
01/09/2007 24 Rough/Topout
01/09/2007 34 Rough Electric
01/08/2007 13 Shear Panels/HD's
Act Insp Comments
CO JM ANTI SIPHON - HOT NEUTRAL REVERSE
AP JM
AP JM
AP JM
WC JM
AP JM
WC JM
CO JM DRYWALL IN STREET - NOTIFIED
CO JM LIST
CO JM COMPLETE LATH
CO JM
CO JM
AP JM OKTOWRAP
Inspection List
Permit#: CB060143 Type: RESDNTL RAD PANG RES 747 SF 1ST AND 2ND
STRY ADDITION,120 SF BALCONY
Date Inspection Item Inspector Act Comments
03/09/2007 89 Final Combo JIM Fl
03/09/2007 89 Final Combo - RI
03/08/2007 89 Final Combo - RI
03/08/2007 89 Final Combo JIM CO ANTI SIPHON - HOT NEUTRAL REVERSE
01/25/2007 17 Interior Lath/Drywall JM AP
01/25/2007 18 Exterior Lath/Drywall JIM AP
01/22/2007 16 Insulation JIM AP
01/22/2007 24 Rough/Topout JIM WC
01/17/2007 14 Frame/Steel/Bolting/Weldin JIM AP
01/17/2007 18 Exterior Lath/Drywall JIM WC
01/17/2007 98 BMP Inspection JIM CO DRYWALL IN STREET - NOTIFIED
01/11/2007 84 Rough Combo JIM CO LIST
01/09/2007 14 Frame/Steel/Bolting/Weldin JIM CO COMPLETE LATH
01/09/2007 24 Rough/Topot JIM CO
01/09/2007 34 Rough Electric JIM CO
01/08/2007 13 Shear Panels/HD's JIM AP OK TO WRAP
01/08/2007 14 Frame/Steel/Bolting/Weldin JIM WC
01/08/2007 18 Exterior Lath/Drywall JIM WC
01/04/2007 13 Shear Panels/HDs JIM CO SEE NOTICE
01/04/2007 14 Frame/Steel/Bolting/Weldin JIM WC
11/29/2006 15 Roof/Reroof PY PA OK TO COVER - NEED TRUSS CALCS
APPROVED
11/27/2006 15 Roof/Reroof JM CA
09/26/2006 11 Ftg/Foundation/Piers JIM AP OK TO POUR FND
09/21/2006 11 Ftg/Foundation/Piers JIM CO STEEL NOT PER PLAN NEED SOILS
LETTER
Monday, March 12, 2007 Page 1 of 1
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD SUITE I
SANTEE CALIFORNIA 92071
619 258-7901
fax 619 258-7902
Biao Yuan & Yan Pang August 8, 2006
2207 Vista Chaparral Project No. 06-1147F3(B)
Carlsbad, California 92009
Subject: Foundation Excavation Observation
Proposed Two-Story Residential Addition
2207 Vista Chaparral
City of Carlsbad, California
Reference: "Limited Geotechnical Investigation, Proposed Two-Story Residential Addition,
2207 Vista Chaparral, City of Carlsbad, California", Project No. 06-1147F3,
Prepared by East County Soil Consultation and Engineering, Inc., Dated July 24,
2005.
Dear Mr. Yuan & Ms. Pang:
In accordance with your request, we have observed the foundation excavations for the proposed
two-story addition to the existing residence located at 2207 Vista Chaparral, in the City of
Carlsbad, California.
The footings have been excavated to the proper depth and width into competent bearing soils and
are in compliance with the approved building plans. Foundation excavations, soil expansion
characteristics and soil bearing capacity are in accordance with the referenced geotechnical
investigation report.
If we can be of further assistance, please do not hesitate to contact our office.
Sincerely yours,
A2/oU S.
IIMI C., "• - No. GE 2704
Exp: 17-1 °1
Mamadou Saliou Diallo, P.E.
RCE 54071, GE 2704
MSD\md
kJ
8-09-206 8:46AM FROM JBC PTNG/CONTG ING 760 7B8 281B P.2
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD SUITE I
SANTEE CALIFORNIA 92071
619 258-7901
fax 619 258-7902
Bio Yuan &YanIng July 31,2006
2247 Vista Chaparral Project No. 06-1147F3(A)
Ca1sba4 California 92009
Subject: Foundation Plan and Details Review
Proposed Two-Story Residential Addition
2207 Vista Chaparral
City of Carlsbad California
Re4rence: "Limited Geotechnlcal Investigation, Proposed Two-Story Residential Addition,
2207 Vista Chaparral, City of Carlsbad, California", Project No. 06-1147F3,
Prepared by East County Soil Consultation and Engineering, inc., Dated July 24,
2005.
Dejtr Mr. Yuan & Ms. Pang:
In ccordance with your request, we have reviewed the foundation plan and details prepared by
Abfras Kesbavarzi, Design Consultant for the proposed two-story addition to the cxisnng single-
th fanily residence located at 2207 Vista Chaparral, the City of Carlsbad, California. a.
foundation plan and details were found to be in substantial conformance with the
rccmmendations provided in the referenced soils report. Our finn should observe the foundation
excavatiOnS for proper size and cmbedment into competent bearing soils.
If v re can be of further assistance, please do nut hesitate to contact our office.
Sincerely
dou Saliou Diallo. P.E.
54071, GE 2704
EsGil Corporation
In Partners/lip with Government for Building Safety
DATE: 08/14/06
JURISDICTION: Carlsbad
PLAN CHECK NO.: 06-0143
PROJECT ADDRESS: 2207 Vista Chaparral
SET: 11
U APPLICANT
JURIS.
LAN REVIEWER
U FILE
PROJECT NAME: Room Addition/Remodel/Balcony for Pang Residence
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.
LI The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
LI The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person. -
LI 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.
LI 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: Complete special inspection form for epoxy bolts.
By: Ray Fuller Enclosures:
Esgil Corporation
U GA UJ MB 0 EJ E PC (P) 08/07/06 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax (858) 560-1576
EsGil Corporation
In cPartnersfiip with government for(Building Safety
DATE: 01/27/06
JURISDICTION: Carlsbad
PLAN CHECK NO.: 06-0143
PROJECT ADDRESS: 2207 Vista Chaparral
SET:I
D PLAN REVIEWER
0 FILE
PROJECT NAME: Room Addition/Remodel/Balcony for Pang Residence
LII 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.
LIII 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.
Lii 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:
J.B. Coating Inc.
219 S. Santa Fe Avenue Vista, Ca. 92083
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: Hajnid
Date contacted: i//b J)
Mail TelephoneV'Fax n Person
LII REMARKS:
Telephone #: (760) 758-2654
Fax #:7S//
By: Ray Fuller Enclosures:
Esgil Corporation
F1 GA [:1 MB []EJ 0 P 01/20/06 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
Carlsbad 06-0143
01/27/06
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 06-0143 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2207 Vista Chaparral
FLOOR AREA:
Additions 747
Balcony 120
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION: 01/18/06
DATE INITIAL PLAN REVIEW
COMPLETED: 01/27/06
STORIES: 2
HEIGHT: 21 ft per UBC
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 01/20/06
PLAN REVIEWER: Ray Fuller
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 2001 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
2000 UPC, 2000 UMC and 2002 NEC.
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 06-0143
01/27/06
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 92009, (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
Verfiy that the final sets of plans and any new calculations will be stamped and
signed by engineer of record also.
Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 2001 edition of the California Building Code (Title 24), which
adopts the 1997 UBC, 2000 UMC, 2000 UPC and the 2002 NEC. Plans should
reflect 2002 NEC, which was just recently adopted.
All bedroom branch circuits now require arc fault protection. Note clearly on the
plans that "Bedroom branch circuits will be arc fault circuit protected." NEC Art.
210-12(b).
Energy calculations to note whether radiant barrier required, owner/designer to
sign the CF1-R forms and appears max 20% allowed is exceeded per the
fenestration calculations?
Could not determine why noting 220 GFCl between new shower and master tub.
TV and outlet are not allowed as shown at master bath per NEC 410-57 (c).
Recheck plans for tempered window locations i.e. within 2 ft of interior/exterior
doors, shower/tub areas and stairwells if applicable. 2050's to be tempered as
shown at master bedroom on sheet 3.
Carlsbad 06-0143
01/27/06
Dimension on the plans 30" clear width for water closet compartments and 24"
clearance in front of water closet. Section 2904. See master bath for example
where generally requires a minimum of 4 1/2 to 5 ft to allow for minimum 24"
clearance in front.
Verify smoke detectors shown at vaulted ceilings when height is 24 inches or
more above the ceiling height in the hallway. See master bedroom. Study with
closet is considered a potential bedroom and must be shown with smoke
detector inside and outside of room.
If applies: Smoke detectors are required by their listing to be a minimum of 3 ft
from any air producing device i.e. ceiling fans, supply and return air. Verfiy added
smoke detectors will be a minimum of 3 ft away from ceiling fan for example.
Note on plans if BBQ is a part or not a part of this permit. If a part then note on
plans" Installation Guide to be provided to Building Inspector to verify all
clearances to combustibles". (Generally not allowed to have roof overhead and
wall/counter framing to be non combustible framing).
Please verify that exterior fireplace is listed for this application (generally required
to be stainless steel to resist corrosion).
Could not determine what the size of windows are to be new living room wall on
the right side. These windows to meet current U and SHGC values.
Show or note that doors may open to the exterior only if the floor or landing is
not more than one inch lower than the door threshold. Section 1003.3.1.6 See
dining room for example on sheet 2.
Show on the plans compliance with the residential energy lighting requirements.
Electrical plan to reflect locations (not notes) of new T-24 requirements for all
rooms i.e. photo control motion detectors, occupancy sensors, dimmers, verify
plans reflect locations of required fluorescents/ high efficacy lighting etc.
In bathrooms, garages, laundry rooms, and utility rooms all fixtures must
be high efficacy style or be controlled by a manually-on occupancy
sensor.
All other rooms require any installed fixtures to be high efficacy or be
controlled by a manually-on occupancy sensor or dimmer. (Closets under
70 square feet are exempt).
Outdoor lighting fixtures are required to be high efficacy or controlled by a
combination photocontrol/motion sensor.
Note: Generally a high efficacy style of fixture is fluorescent complete with
electronic ballasts. Regular incandescent, quartz halogen and halogen MR
lamps do not comply.
Carlsbad 06-0143
01/27/06
Provide heating/load calculations to shown that existing 75 k FAU with 75
efficiently is adequate for a 3500 sq ft house. Verify existing AC condenser
adequate.
For any alternation where replacement of mechanical equipment (air handler,
condensing unit of an air conditioner or heat pump, cooling or heating coil, or the
furnace heat exchanger) is made, special inspection for duct sealing is required.
(If a total (new and existing) of more than 40' of duct is installed in unconditioned
space) Note: Table 8-3 in the Energy Manual may be applicable. (Prescriptive
requirement)
Complete special inspection form for epoxy bolts and need to add duct testing
per item above.
Is existing electrical panel location unaffected by proposed addition(s) and is it
adequate for the additional sq footage proposing?
All bedroom branch circuits now require arc fault protection. Note clearly on the
plans that "Bedroom and Study) branch circuits will be arc fault circuit
protected." NEC Art. 210-12(b).
Per City Policy listed below a soils report is required for this 2 story addition.
Provide a copy of the project soil report prepared by a California licensed
architect or civil engineer. The report shall include foundation design
recommendations based on the engineer's findings and shall comply with UBC
Section 1804.
In Seismic Zone 4, each site shall be assigned a near-source factor. Identify this
value in the soils report and on the plans. Section 1629.4.2.
Investigate the potential for seismically induced soil liquefaction and soil
instability in Seismic Zones 3 and 4. Section 1804.5
Note on the plan the soils classification, whether or not the soil is expansive and
note the allowable bearing value. Section 106.3.3.
If applies: The soils engineer recommended that he/she review the foundation
excavations. Note on the foundation plan that "Prior to the contractor requesting
a Building Department foundation inspection, the soils engineer shall advise the
building official in writing that:
The building pad was prepared in accordance with the soils report,
The utility trenches have been properly backfilled and compacted, and
The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
Carlsbad 06-0143
01/27/06
Provide a letter from the soils engineer confirming that the foundation plan,
grading plan and specifications have been reviewed and that it has been
determined that the recommendations in the soils report are properly
incorporated into the construction documents (when required by the soil report).
Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a
permanent part of the plans. Noting HD6's in ink/white out for 17 ft shear wall
on sheet 4
Section BB/5 to reflect 2" notch and could not locate where type of decking was
noted for cantilevered deck? If solid material then type of water proofing and
minimum 1/4" per foot deck slope.
If applies: Specify how obtaining the required minimum 1/4 inch per foot deck
slope for drainage i.e. ripping, sleepers, slope framing etc. If ripping, note
maximum taper cut and calculations to reflect this and if sleepers detail
attachment to floor joist.
Plans need to be reviewed by designer of record, stamp and signed showing
that details and floor plans match calculations, which in turn show a complete
vertical and lateral load path to the foundation. Some examples are listed below.
Could not locate in calculations where balcony was designed for 60 #s a ft live
load and where calculations addressed the 4x 10 spanning 8 ft with floor/
balcony loads in addition to the wall and roof loads above. The right side of roof
4 x8 is putting a point load on 4 xlO below?
Provide Strong Wall details and reference to the plans. Detail and reference
how Strong wall will work if being attached to a rake wall condition due to scissor
trusses. Specify type and length of shear to be used above the Strong Wall.
The plans are noting that must verify existing gable end truss at existing wall on
sheet 5. Is this a structural gable end truss as bearing wall removed?
Overturning load path to continue to foundation or show in calculations that
dead loads from floor framing can resist these loads. See for example where
Strong walls occur above and no post hold downs shown at lower
floor/foundation? Recheck all locations.
Unclear why on sheet 5 noting PHD 6's at Strong Wall locations. Is this to occur
at post below and 7/8" all thread to Strong Wall above? Detail and reference this
connection and verify adequate connection shown at foundation below and that
detail reflects any required squash blocks.
What is maximum spacing of 4x's for detail 10/6?
Could not locate where sections reflected slope of the roof?
Carlsbad 06-0143
01/27/06
Plans to reflect an exterior GFCI at the rear if none existing or was removed due
to addition.
The calculations are using 4#'s a ft for tile. Please provide a listing number that
will reflect 4#'s proposing. The ICBO report ER 4660 noting on sheet 2 states
minimum is 5.5. Sheet 2 needs to clearly reflect maximum weight allowed as
could be 9.5 #'s
Could not determine why shear for 2x1 2's at cantilevered 6 ft deck was based
on 6 ft/2.
Sheet 4 of calculations is noting that roof diaphragm is to be fully blocked. If this
is the case then this would need to be noted on roof framing plan.
Please verify shear wall lengths and types match the plans.
. CITY OF CARLSBAD 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 No U
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 Ray Fuller at Esgil Corporation. Thank
you.
B-31-206 1:32PM FROM JBC PTN G/CONT G INC 760 758 2815 P.2
Carlsbad 06-0143
01/27/06
SPECIAL INSPECTION PROGRAM
iIDDRESSOR LEGAL DESCRIPr!ON: ,.22o47 1JsC4/4-f, a4/f,ct
4LAN CHECK NUMBER: C P()t'n C' 'k)WNER'S NAME:
lj as the owner, or agent of the owner (contractors may not employ the special inspector), certify that I, or
te architect/engineer of record, will be responsible-for empoying the special inspector(s) as required by
L. niform Building Code (UBC) Section 1701.1 for the construction project located at the site listed above.
LBC Section 106.3.5.
Signed
as the engineer/architect of record, certify that I have prepared the following special
ifspectIon program as required by UBC Section 106.3.5 for the construction project located
4 the site listed above.
Engineer's/Architect's Seal
& Signature
List of work requiring special inspection:
Soils Compliance Prior to Foundation Inspection 0 Field Welding
Structural Concrete Over 2500 PSI 0 High Strength Bolting
Prestressed Concrete Expansion/Epoxy Anchors
Structural Masonry 'Li Sprayed-On Fireproofing
Designer Specified [1 Other
Name(s) of individual(s) or firm(s) responsible for the special inspections listed above:
Dil Oef? i4c /o. 3A' /5o P, V.E1> ñI
Duties of of the special inspectors for the work listed above:
Ø.Yp 1Q4eç
Special inspectors shall check in with the City and present their credentials for approval prior to
beginning work on the job site.
Carlsbad 06-0143
01/27/06
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 06-0143
PREPARED BY: Ray Fuller DATE: 01/27/06
BUILDING ADDRESS: 2207 Vista Chaparral
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Addition 747 Per City Est. 92,934
Balcony 120
Air Conditioning
Fire Sprinklers
TOTAL VALUE 92,934
Jurisdiction Code 1CB I By Ordinance
Bldg. Permit Fee by Ordinance I $510.61 I
Plan Check Fee by Ordinance $331.901
Type of Review: El Complete Review Structural Only
E Repetitive Fee
Other
Repeats Hourly Hour *
Esgil Plan Review Fee I $285.94
Comments:
Sheet I of 1
macvalue.doc
City of Carlsbad
IPublic 11IWorks iI.IIiI-4.IdIiE.j
BUILDING PLANCHECK CHECKLIST
DATE: M PLANCHECK NO.:
BUILDINGADI'RESS: .tJ2(')7
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER: Q'- ,Z5'3 /5 EST. VALUE:
ENGINEERING DEPARTMENT Of
APPROVAL
The item you have submitted for review has been
approved. The approval is based on plans,
information and/or 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.
Li A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please see the attached report of deficiencies
marked with 0. 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: Date:
By: Date:
By: Date:
FOR OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT
By/_ Date:
ATTACHMENTS ENGINEERING DEPT. CONTACT PERSON
Li Dedication Application Name: JOANNE JUCHNIEWICZ
Li City of Carlsbad Dedication Checklist
Li Improvement Checklist
Li Future Improvement Agreement CFD INFORMATION•
Li Grading Permit Application Parcel Map No:
Li Grading Submittal Checklist Lots:
Li Right-of-Way Permit Application Recordation:
Li Right-of-Way Permit Submittal Checklist Carlsbad Tract:
and Information Sheet
Li Sewer Fee Information Sheet
PWIMfe Carlsbad, CA 9200817314 • (760) 602-2720 • FAX (760) 602-°
Li Improvement Application Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2775
BUILDING PLANCHECK CHECKLIST ci-8 -o 3 —O 1
SITE PLAN
3RD
1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow F. Right-of-Way Width & Adjacent Streets
B. Existing & Proposed Structures G. Driveway widths
C. Existing Street Improvements H. Existing or proposed sewer lateral
D. Property Lines I. Existing or proposed water service
E. Easements J. Existing or proposed irrigation service
LII 2. Show on site plan:
A. Drainage Patterns
1. Building pad surface drainage must maintain a minimum slope of one
percent towards an adjoining street or an approved drainage course.
2. ADD THE FOLLOWING NOTE: "Finish grade will provide a minimum positive
drainage of 2% to swale 5' away from building."
B; Existing & Proposed Slopes and Topography
Size, type, location, alignment of existing or proposed sewer and water service (s)
that serves the project. Each unit requires a separate service, however, second
dwelling units and apartment complexes are an exception.
Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet:
Site address
Assessor's Parcel Number
Legal Description
For commercial/industrial buildings and tenant'improvement projects, include:
total building square footage with the square footage for each different use,
existing sewer permits showing square footage of different uses (manufacturing,
warehouse, office, etc.) previously approved.
EXISTING PERMIT NUMBER DESCRIPTION
F:BUILOING PLANCHECK CKLST PORM.doc 2 Rev. 7/14100
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD DISCRETIONARYAPPROVAL COMPLIANCE
E 4a. Project does not comply w,t /.* th the following Engineering Conditions of approval for
Project No. /c ciiO
0 0 0 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
JJ'ç"LJ 5. Dedication for all street Rights-of-Way adjacent to the building site and any storm
drain or utility easements on the building site is required for all new buildings and
for remodels with a value at or exceeding $17,000 pursuant to Carlsbad
Municipal Code Section 18.40.030.
Dedication required as follows:
Dedication required. Please have a registered Civil Engineer or Land Surveyor
prepare the appropriate legal description together with an 8 %" x 11" plat map and
submit with a title report. All easement documents must be approved and signed
by owner(s) prior to issuance of Building Permit. Attached please find an
application form and submittal checklist for the dedication process. Submit the
completed application form with the required checklist items and fees to the
Engineering Department in person. Applications will not be accept by mail or fax.
Dedication completed by: Date:
IMPROVEMENT REQUIREMENTS
0 0 0 6a. All needed public improvements upon and adjacent to the building site must be
constructed at time of building construction whenever the value of the
construction exceeds $_82,000 pursuant to Carlsbad Municipal Code Section
18.40.040.
Public improvements required as follows:
Attached please find an application form and submittal checklist for the public
improvement requirements. A registered Civil Engineer must prepare the
appropriate improvement plans and submit them together with the requirements
on the attached checklist to the Engineering Department through a separate plan
check process. The completed application form and the requirements on the
F:\SUILOING PLANCHECK CKLST FORMA= 3 Rev. 7/14(00
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD
checklist must be submitted in person. Applications by mail or fax are not
accepted. Improvement plans must be approved, appropriate securities posted
and fees paid prior to issuance of building permit.
Improvement Plans signed by: Date:
Construction of the public improvements may be deferred pursuant to Carlsbad
Municipal Code Section 18.40. Please submit a recent property title report or
current grant deed on the property and processing fee of $360 so we may
prepare the necessary Neighborhood Improvement Agreement. This agreement
must be signed, notarized and approved by the City prior to issuance of a
Building permit.
Future public improvements required as follows:
Enclosed please find your Neighborhood Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement
Agreement completed by:
Date:
El El 6d. No Public Improvements required. SPECIAL NOTE: Damaged or defective
improvements found adjacent to building site must be repaired to the satisfaction
of the City Inspector prior to occupancy.
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
15.16.010 of the Municipal Code.
El El El 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities in cubic yards (cut, fill, import,
export and remedial). This information must be included on the plans.
7b. Grading Permit required. A separate grading plan prepared by a registered Civil
Engineer must be submitted together with the completed application form
attached. NOTE: The Grading Permit must be issued and rough grading
approval obtained prior to issuance of a Building Permit.
Grading Inspector sign off by: Date:
El El El 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
F:\BUILDNG PLANCHECK CKLST FORM.doc 4 Rev. 7/14/00
BUILDING PLANCHECK CHECKLIST
1 Zr 2 3RD
Li 7d .No Grading Permit required.
Li Li Li 7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
Li Li 8. A RIGHT-OF-WAY PERMIT is required to do work in City Right-of-Way and/or
private work adjacent to the public Right-of-Way. Types of work include, but are
not limited to: street improvements, tree trimming, driveway construction, tying
into public storm drain, sewer and water utilities.
Right-of-Way permit required for:
Li Li 9. INDUSTRIAL WASTE PERMIT If your facility is located in the City of Carlsbad
sewer service area, you need to contact the Carlsbad Municipal Water District,
located at 5950 El Camino Real, Carlsbad, CA 92008. District personnel can
provide forms and assistance, and will check to see if your business enterprise is
on the EWA Exempt List. You may telephone (760) 438-2722, extension 7153,
for assistance.
Industrial Waste permit accepted by:
Date:
Li Li 10. NPDES PERMIT
Complies with the City's requirements of the National Pollutant Discharge
Elimination System (NPDES) permit. The applicant shall provide best
management practices to reduce surfce pollutants to an acceptable level prior to
discharge to sensitive areas. Plans for such improvements shall be approved by
the City Engineer prior to issuance of grading or building permit, whichever
occurs first.
LI Li 11. VRe'quiredfeesarèattached
No fees required
WATER METER REVIEW
Li Li 12a. Domestic (potable) Use
Ensure that the meter proposed by the owner/developer is not oversized.
Oversized meters are inaccurate during low-flow conditions. If it is oversized,'for
the life of the meter, the City will not accurately bill the owner for the water used.
All single family dwelling units received "standard" 1" service with 5/8" service.
F:\BUILDING PL.ANCHECK CKLST FORMA= Rev. 7/14/00
BUILDING PLANCHECK CHECKLIST
1ST 2N0 3RD
If owner/developer proposes a size other than the "standard", then
owner/developer must provide potable water demand calculations,
which include total fixture counts and maximum water demand in gallons
per minute (gpm). A typical fixture count and water demand worksheet is
attached. Once the gpm is provided, check against the "meter sizing
schedule" to verify the anticipated meter size for the unit.
Maximum service and meter size is a 2" service with a 2" meter.
If a developer is proposing a meter greater than 2", suggest the
installation of multiple 2" services as needed to provide the anticipated
demand. (manifolds are considered on case by case basis to limit
multiple trenching into the street).
U U 12b. Irrigation Use (where recycled water is not available)
All irrigation meters must be sized via irrigation calculations (in gpm) prior
to approval. The developer must provide these calculations. Please follow
these guidelines:
If the project is a newer development (newer than 1998), check the recent
improvement plans and observe if the new irrigation service is reflected on
the improvement sheets. If so, at the water meter station, the demand in
gpm may be listed there. Irrigation services are listed with a circled "I",
and potable water is typically a circled "W'. The irrigationservice should
look like:
STA 1+00 Install 2" service and
1.5: meter (estimated 100 gpm)
If the improvement plans do not list the irrigation meter and the
service/meter will be installed via another instrument such as the building
plans or grading plans (w/ a right of way permit of course), then the
applicant must provide irrigation calculations for estimated worst-case
irrigation demand (largest zone with the farthest reach). Typically, Larry
Black has already reviewed this if landscape plans have been prepared,
but the applicant must provide the calculations to you for your use. Once
you have received a good example of irrigation calculations, keep a set for
your reference. In general the calculations will include:
Hydraulic grade line
Elevation at point of connection (POC)
Pressure at POC in pounds per square inch (PSI)
Worse case zone (largest, farthest away from valve
Total Sprinkler heads listed (with gpm use per head)
Include a 10% residual pressure at point of connection
3. In general, all major sloped areas of a subdivision/project, are to be
irrigated via separate irrigation meters (unless the project is only SFD with
no HOA). As long as the project is located within the City recycled water
F:SUILDING PLANCHECK CKLST FORMA=
. 6 Rev. 7114/00
1ST 2ND 3RD
BUILDING PLANCHECK CHECKLIST
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
0 0 12c. Irrigation Use (where recycled water is available)
Recycled water meters are sized the same as the irrigation meter above.
If a project fronts a street with recycled water, then they should be
connecting to this line to irrigate slopes within the development. For
subdivisions, this should have been identified, and implemented on the
improvement plans. Installing recycled water meters is a benefit for the
applicant since they are exempt from paying the San Diego County Water
Capacity fees. However, if they front a street which the recycled water is
there, but is not live (sometimes they are charged with potable water until
recycled water is available), then the applicant must pay the San Diego
Water Capacity Charge. If within three years, the recycled water line is
charged with recycled water by CMWD, then the applicant can apply for a
refund to the San Diego County Water Authority (SDCWA) for a refund.
However, let the applicant know that we cannot guarantee the refund, and
they must deal with the SDCWA for this.
0 0 0 13. Additional Comments: •
F:BULDING PLANCHECK CKLST FORM.doc 7 Rev. 7/14/00
•
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIS
T
.1 ¶ Plan Check No. CB ttNo 01 4ô Address 22-t>7 V-fr- I2/LCrcLQ_ Planner Erin Endres
Phone(760)602- 4625
APN: Z- 2-6 3 S-00
Type of Project & Use:cij-i Net Project Density: DU/AC Zoning:R- C_-General Plan:2L_11\ Facilities Management Zone:
CFD/out) #_Date of participation: S f (Remaining net dev acres:______
Circle One
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Legend: item Complete 0 Item Incomplete - Needs your action )2 0 0 Envlronrnèñtal Review Required:
YES NO ,-TYPE
DATE OF COMPLETION:
Compliance with conditions of approval? If not,
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0 Discretionary Action Required: YES X NO TYPE RI APPROVAL/RESO. NO.
DATE PROJECT NO.
OTHER RELATED CASES:
VL) 7
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Conditions of Approval:____________________
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1An 0 0 Coastal Zone AssessmentlCompllance
Project site located in Coastal Zone? YES_
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CA Coastal Commission Authority?
YES____ NO____ • If California Coastal Commission Authority
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- 7575 Metropolitan Drive, Suite 103, San Diego CA 92108-4402; (619) 767-2370
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Coastal Permit Determination Form already co
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YES NO____ If NO, complete coastal Permit Determinati
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Coastal Permit Determination Log #:
Follow-Up Actions:
Stamp Building Plans as "Exempt" or "Coastal P
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0 0 Inclusionary Housing Fee required: YES
NO-< (Effective date of inclusionary Housing Ordinanc
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- May 21, 1993.)
Data Entry Completed? YES
____ NO (A/P/Ds, Activity Maintenance, enter CB#, toolb
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H:ADMINCOUNTER\BIdgPInchkRevChkist
Rev 9101
Site Plan:
JK 0 [] 1. Provide a fully dimensional site plan drawn to scale.
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Ig 0 2. Provide legal description of property and assessor's parcel nu
m
b
e
r
.
Policy 44— Neighborhood Architectural Design Guidelines
Applicability: YES NO________
Project complies YES NO_______
011
I
m
MM
Zoning:
1. Setbacks:
Front: Required 2.0 " Shown
/
Interior Side: Required Shown
Shown
Street Side: Required
Rear: Required Shown -'? 0
Top of slope: Required ____Shown
Accessory structure setbacks:
Front
Required
Shown
interior Side: Required Shown
Street Side: Required Shown
Rear: Required Shown
Structure separation Required e2 1 Shown
Lot Coverage: Required 3D h'own
2 '2
(breakdown by uses for commercial and industrial projects require
d
)
Height Required L) IAA CQ<Shown Th L-'
Parking: Spaces Required Shown
Residential Guest Spaces Required Shown_____________
Additional
SS 21II AF _rt
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTERC AT ~r
H:\ADMIN\COUNTER\BtdgPlnchkRevChklst
Rev 9/01
A't C114
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER DATE ..
H:\ADMN\CQUNTER\BIdgPInchkRevChkIst Rev 9/01
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
(619) 258-7901,.
Fax 258-7902
Biao Yuan & Yan Pang July 21, 2006
2207 Vista Chaparral Project No. 06-1147F3
Carlsbad, California 92009
Subject: Limited Geotechnical Investigation
Proposed Two-Story Residential Addition
2207 Vista Chaparral
City of Carlsbad, California
Dear Mr. Yuan & Ms. Pang:
In accordance with your request, we have performed a limited
investigation of the soil conditions at the subject site to
provide the soil engineering criteria for site grading and
recommend an appropriate foundation system for the proposed
residential addition.
Our investigation has found that the area of improvement is
underlain by topsoil and compacted fill to a depth of
approximately 3 feet below existing grade. The fill soil was
underlain by medium dense to dense sandstone of the Santiago
Formation to the explored depth of 4 feet.
It is our opinion that the proposed development is feasible
provided the recommendations herein are implemented in the design
and construction.
Respectfully submitted,
Mamadou Saliou Diallo, P.E.
RCE 54071, GE 2704
MSD/md
YUAN/ PANG PROJECT NO. 06-1147F3
INTRODUCTION
This is to present the findings and conclusions of a soil
investigation for a proposed two-story addition to the existing
residence located at 2207 Vista Chaparral, in the City of
Carlsbad, California.
The objectives of the investigation were to evaluate the existing
soils conditions and provide recommendations for the proposed
construction
SCOPE OF SERVICES
The following services were provided during this investigation:
Site reconnaissance and review of published geologic,
seismological and geotechnical reports and maps pertinent to
the project area
Excavation of two (2) exploratory boreholes within the limits
of the proposed area of development. The boreholes were logged
by our Staff Geologist.
Collection of representative soil samples at selected depths.
The obtained samples were sealed in moisture-resistant
containers and transported to the laboratory for subsequent
analysis.
Laboratory testing of samples representative of the types of
soils encountered during the field investigation
Geologic and engineering analysis of the field and laboratory
data, which provided the basis for our conclusions and
recommendations
Production of this report, which summarizes the results of the
above analysis and presents our findings and recommendations
for site development
YUAN/ PANG PROJECT NO. 06-1147F3
SITE DESCRIPTION AND PROPOSED CONSTRUCTION
The subject site is a rectangular-shaped residential lot located
on the west side of Vista Chaparral, in the City of Carlsbad,
California. A two-story house occupies the property. The site is a
part of a previously graded subdivision. It is our understanding
that the proposed construction will include a two-story, wood-
framed addition to the north side of the existing house. The new
structure will be founded on continuous footings with a slab-on-
grade floor.
FIELD INVESTIGATION AND LABORATORY TESTING
On July 13, 2006, two (2) exploratory boreholes were drilled to a
depth of approximately 4.0 •feet below existing grade with a hand
auger. The approximate locations of the boreholes are shown on the
attached Plate No. 1, entitled "Location of Exploratory
Boreholes". A continuous log of the soils encountered was recorded
at the time 6 f drilling and is shown on Plate No. 2 entitled
"Summary Sheet". The soils were visually and texturally classified
according to the filed identification procedures set forth on the
attached Plate No. 3 entitled "USCS Soil Classification".
Following the field exploration, laboratory testing was performed
to evaluate the pertinent engineering properties of the foundation
materials. The laboratory-testing program included moisture and
density, particle size analysis, maximum dry density and optimum
moisture content, and expansion index tests. These tests were
performed in general accordance with ASTN standards and other
approved methods. Page L-1 and Plate No. 2 provide a summary of
the laboratory test results.
SUBGRADE CONDITIONS
Topsoil was encountered to a depth of approximately 8 to 12 inches
below existing grade. These soils generally consisted of loose,
silty sand with some rootlets. The topsoil was underlain by
compacted fill soils to a depth of approximately 3 feet. The fill
soils consisted of silty, fine-grained sand with a medium dense
consistency. Medium dense to dense sandstone of the Santiago
Formation was underlying the fill soils to the explored depth of
approximately 4.0 feet.
3
YUAN/PANG PROJECT NO. 06-1147F3
EXPANSIVE SOILS
An expansion index test was performed on a representative sample
of the existing fill soils to determine volumetric change
characteristics with change in moisture content. An expansion
index of 0 indicates a very low expansion potential for the
foundation soils.
GROUNDWATER
Static groundwater was not encountered during the course of our
investigation. The site is located at an elevation of
approximately 200 feet above Mean Sea Level. We do not expect.
groundwater to affect the proposed development. Recommendations to
prevent or mitigate the effects of seasonal perched water are
presented in the Drainage section of this report.
GEOLOGIC HAZARDS
A review of the active fault maps pertaining to the site indicates
the existence of the Rose Canyon Fault Zone approximately 8.5 Km
to the west. Ground shaking from this fault or one of the major
active faults in the region is the most likely happening to affect
the site. With respect to this hazard, the site is comparable to
others in the general area. The proposed residential addition
should be designed in accordance with seismic design requirements
of the 1997 Uniform Building Code or the Structural Engineers
Association of California using the following seismic design
parameters:
VALUE U910 EEPEN,ET "
Seismic Zone Factor, Z 0.40 Table 16-I
Seismic Source B Table 16-U
Soil Profile Type SD Table 16-J
Near-Source Factor, Na 1.0 Table 16-S
Near-Source Factor, Nv 1.0 Table 16-T
Seismic Coefficient, Ca 0.44 Table 16-Q
Seismic Coefficient, Cy 0.64 Table 16-R
Based on the absence of shallow groundwater and consistency of the
fill and formational material, it is our opinion that the
potential for liquefaction is very low.
4
YUAN/ PANG PROJECT NO. 06-1147F3
CONCLUSIONS AND RECOMMENDATIONS
The following conclusions and recommendations are based upon the
analysis of the data and information obtained from our soil
investigation. This includes site reconnaissance; field
investigation; laboratory testing and our general knowledge of the
soils native to the site. The site is suitable for the proposed
residential addition provided the recommendations set forth are
implemented during construction.
GRADING AND EARTHWORK
Site grading should consist primarily of clearing and grubbing,
i.e. the removal of vegetation, topsoil and deleterious materials.
Based on our field investigation, medium dense to dense fill soils
are underlying the proposed addition area to a depth of
approximately 3 feet below existing grade. It is our opinion that
these fill soils are adequate for the support of the residential
addition. Foundation excavations should be observed by a
representative of this firm to assure competent bearing soils.
FOUNDATIONS AND SLABS
Continuous and spread footings are suitable for use and should
extend a minimum of 18 inches for the two-story addition into the
medium dense to dense fill soils or sandstone of the Santiago
Formation. Continuous footings should be at least 15 inches in
width and reinforced with four #4 steel bars; two bars placed near
the top of the footings and the other two bars placed near the
bottom of the footings. New footings should be dowelled to the
existing footings according to the structural engineer
requirements.
Interior concrete floor slabs should be a minimum of 4 inches
thick. Reinforcement should consist of #3 bars placed at 16 inches
on center each way within the middle third of the slabs by
supporting the steel on chairs or concrete blocks "dobies". The
slabs should be underlain by 2 inches of clean sand over a 10-mu
visqueen moisture barrier. The effect of concrete shrinkage will
result in cracks in virtually all concrete slabs. To reduce the
extent of shrinkage, the concrete should be placed at a maximum of
4-inch slump. The minimum steel recommended is not intended to
prevent shrinkage cracks.
Where moisture sensitive floor coverings are anticipated over:
the slab, the 10-mil plastic moisture barrier should be underlain
by a capillary break at least 2 inches thick, consisting of coarse
YUAN/PANG PROJECT NO. 06-1147F3
sand, gravel or crushed rock not exceeding 3/4 inch in size with
no more than 5 percent passing the #200 sieve.
An allowable soil bearing value of 1,725 pounds per square foot
may be used for the design of the above footings founded into the
existing fill soils or dense sandstone of the Santiago Formation.
This value may be increased by 300 psf for each additional foot of
width or depth to a maximum value of 4,500 lb/ft2 as set forth in
the 1997 Edition of the Uniform Building Code, Table No. 18-I-A.
Lateral resistance to horizontal movement may be provided by
the soil passive pressure and friction of concrete to soil. An
allowable passive pressure of 250 pounds per square foot per foot
of depth may be used. A coefficient of friction of 0.35 is
recommended. The soils passive pressure as well as the bearing
value may be increased by 1/3 for wind and seismic loading.
SETTLEMENT
Settlement of compacted fill is normal and should be anticipated.
Because of the minor thickness of the fill soils under the
proposed footings and the light building loads, the total and
differential settlement should be within tolerable limits.
TRENCH EXCAVATION AND RACKFILL
Excavations for foundation and on-site utility trenches may be
made vertically for shallow depths and must be either shored or
sloped at 1H: lv for depths greater than 4 feet. OSHA guidelines
for trench excavation safety should be followed during
construction. Utilities should be bedded and backfilled with clean
sand or approved granular soil to a depth of at least one foot
over the pipe. This backfill should be uniformly watered and
compacted to a firm condition for pipe support. The remainder of
the backfill may be on-site soils or non-expansive imported soils,
which should be placed in thin lifts, moisture-conditioned and
compacted to at least 90% relative compaction (ASTM D1557)
DRAINAGE
Adequate measures should be undertaken to properly finish grade
the site after the addition and other improvements are in place,
such that the drainage water within the site and adjacent
properties is directed away from the foundations, footings, floor
slabs and the tops of slopes via surface swales and subsurface
drains towards the natural drainage for this area. A minimum
gradient of 1 percent is recommended in hardscape areas. For earth
YUAN/ PANG PROJECT NO. 06-1147F3
areas, a minimum gradient of 5 percent away from all structures
for a distance of at least 5 feet should be provided. Earth swales
should have a minimum gradient of 2 percent. Drainage should be
directed to approved drainage facilities. Proper surface and
subsurface drainage will be.-required to minimize the potential of
water seeking the level of the bearing soils under the
foundations, footings and floor slabs, which may otherwise result
in undermining and differential settlement of the new addition and
other improvements.
FOUNDATION EXCAVATION OBSERVATION
Foundation excavations should be observed by our representative
prior to the placement of forms, reinforáement or concrete for
conformance with the plans and specifications and the intent of the
recommendations herein.
LIMITS OF INVESTIGATION
Our investigation was performed using the skill and degree of care
ordinarily exercised, under similar circumstances, by reputable
soils engineers and geologists practicing in this or similar
localities. No other warranty, expressed or implied, is made as to
the conclusions and professional advice included in this report.
This report is prepared for the sole use of our client and may not
be assigned to others without the written consent of the client and
ECSC&E, Inc.
The samples collected and used for testing, and the observations
made, are believed representative of site conditions; however, soil
and geologic conditions can vary significantly between exploration
borings, test pits and surface exposures. As in most major projects,
conditions revealed by construction excavations may vary with
preliminary findings. If this occurs, the changed conditions must be
evaluated by a representative of ECSCE and designs adjusted as
required or alternate designs recommended.
This report is issued with the understanding that it is the
responsibility of the owner, or of his representative to ensure that
the information and recommendations contained herein are brought to
the attention of the project architect and engineer. Appropriate
recommendations should be incorporated into the structural plans.
The necessary steps should be taken to see that the contractor and
subcontractors carry out such recommendations in the field.
The findings of this report are valid as of this present date.
However, changes in the conditions of a property can occur with the
7
YUAN/PANG PROJECT NO. 06-1147F3
passage of time, whether they are due to natural processes or the
works of man on this or adjacent properties.
In addition, changes in applicable or appropriate standards may
occur from legislation or the broadening of knowledge. Accordingly,
the findings of this report may be invalidated wholly or partially
by changes outside of our control. Therefore, this report is subject
to review and should be updated after a period of two years.
ADDITIONAL SERVICES
The review of plans and specifications, field observations and
testing under our direction are integ'ral parts of the
recommendations made in this report. 1f East County Soil
Consultation and Engineering, Inc is not retained for these
services, the client agrees to assume .our responsibility for any
potential claims that may arise during construction. Observations
and testing are additional services, which are provided by our firm,
and should be budgeted within the cost of development.
Plates No. 1 through 3, Page L-1, References and Appendix A are
parts of this report.
Respectfully., submitted,
No. GE2704 OZ
Exp:t_) )
Mamadou Sálioü Diallo, P.E.
RCE 54071, GE 2704
MSD/md
8
YUAN / PANG PROJECT NO. 06-1147F3
DEPTH
Surface
1.01
1.5'
3.0'
4.0'
PLATE NO. 2
SUMMARY SHEET
BOREHOLE NO. 1
SOIL DESCRIPTION
TOPSOIL
brown, moist, loose, silty fine sand with rootlets
FILL SOILS (QaO
light tan, moist, medium dense, silty fine sand 94 66 Cc 46 cc
SANTIAGO FORMATION (Tsa)
tan, damp, medium dense to dense, silty fine sand
bottom of borehole, no caving, no groundwater
borehole backfihled 7/13/06
Y M
108.1 14.0
BOREHOLE NO. 2
DEPTH
Surface
1.01
1.5'
3.0'
4.0'
SOIL DESCRIPTION
TOPSOIL
brown, moist, loose, silty fine sand with rootlets
FILL SOILS (Qaf)
light tan, moist, medium dense, silty fine sand cc 64 94 46
SANTIAGO FORMATION (Tsa)
tan, damp, medium dense to dense, silty fine sand
bottom of borehole, no caving, no groundwater
borehole backfilled 7/13/06
VA
109.2
131
14.8
Y = DRY DENSITY M = MOISTURE CONTENT
YUAN/ PANG PROJECT NO. 06-1147F3
PAGE L-1
LABORATORY TEST RESULTS
MAXIMUM DRY DENSITY AND OPTIMUM MOISTURE CONTENT (ASTM-D1557)
The maximum dry densities and optimum moisture contents of the fill materials as determined by ASTM
D1557-91, Procedures Aand Bwhichuse 25 blows'of a 10 pound slide hammer falling from a height of 18
inches on each of 5 equal layers in a 4 inch diameter 1/30 cubic foot compaction cylinder and Procedure C
which uses 56 blows of a 10 pound slide hammerfalling from a height of 18 inches on each of 5 equal layers
in a 6 inch diameter 1/13.3 cubic foot compaction cylinder are presented as follows:
OPTIMUM
MAXIMUM MOISTURE
SOIL TYPE! S DRY DENSITY CONTENT
PROCEDURE DESCRIPTION (PCF) - (%' LOCATION
1/A LIGHT TAN SILTY FINE SAND 119.5 10.5 B-I @ 1.5'
EXPANSION INDEX TEST (ASTM D4829)
INITIAL SATURATED INITIAL DRY
MOISTURE MOISTURE DENSITY EXPANSION
CONTENT(%) CONTENT(%) (PCF) INDEX LOCATION
10.5 21.7 107.5 4 B-I @ 1.5'
PARTICLE SIZE ANALYSIS (ASTM D422)
,., .-:
U.S. Standard
Sie\eSiz.e ERIN
PeR ent Passing
B-1aijl.5 . S
FilISqi1
1/2" -
3/8" -
#4 100
#8 96
#16 95
#30 93
#40 92
#60 75
#100 5 43
#200 27
USCS. SM
YUAN/PANG PROJECT NO. 06-1147F3
REFERENCES
"1997 Uniform Building Code, Volume 2, Structural Engineering Design Provisions", Published
by International Conference of Building Officials.
"Maps of Known Active Fault Near-Source Zones in California and Adjacent Portions of
Nevada to be used with 1997 Uniform Building Code", Published by International Conference of
Building Officials.
"Geologic Maps of the Northwestern Part of San Diego County, California", Department of
Conservation, DivisiOn of Mines and Geology, by Siang S. Tan and Michael P. Kennedy, 1996.
11
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE I
SANTEE, CALIFORNIA 92071
(619)258-7901'
APPENDIX A
RECOMMENDED EARTHWORK SPECIFICATIONS
1. General Description.
The intent of these specifications is to obtain uniformity and adequate strength in filled ground so
that the proposed structures may be safely supported. The procedures include the clearing and
preparation of the land to be filled, processing the fill soils, the spreading, and compaction of the
filled areas to conform with the lines and grades as shown on the approved plans.
The owner shall retain.a Civil Engineer qualified in soil mechanics (herein referred to as engineer)
to inspect and test earthwork in accordance with these specifications. The engineer shall advise the
owner and grading contractor immediately if any unsatisfactory conditions are observed to exist
and shall have the authority to reject the compacted filled ground until such time that corrective
measures are taken, necessary to comply with the specifications. It shall be the sole responsibility
of the grading contractor to achieve the specified degree of compaction. .
Preparing Areas to be Filled
All brush, vegetation and any biodegradable refuse shall be removed or otherwise
disposed of so as to leave the areas to be filled free of vegetation and debris. Any uncompacted
filled ground or loose compressible natural ground shall be removed unless the report recommends
otherwise. Any buried tanks or other structures shall be removed and the depression backfllled to
the satisfaction of the engineer.
The natural ground which is determined to be satisfactory for the support of the filled
ground shall then be plowed or scarified to a depth of at least 12 inches (12").
After the natural ground has been prepared, it shall then be brought to the proper
moisture content and compacted to not less than 90 percent of maximum dry density in accordance
with ASTM D1557-91.
Where fills are made on slopes greater than 20 percent, horizontal benches shall be cut
into the firm natural ground. The initial bench at the toe of the fill shall be at least 15 feet in width
on firm undisturbed natural ground The width of all succeeding benches shall be at least 6 feet.
APPENDIX A 2
3. Fill Materials
All material shall be approved by the engineer and shall consist of materials free from vegetable
matter, and other lumps greater than 6 inches in diameter. If, during grading operations, soils are
found which were not encountered and tested in the preliminary investigation, tests on these soils
shall be performed to determine their physical characteristics. Any special treatment recommended
in the preliminary or subsequent soils reports not covered herein shall become an addendum to
these specifications.
4. Placing and Compacting Fill Materials
When the moisture content of the fill material is below that specified, water shall be
added until the moisture content is near optimum to assure uniform mixing and effective
compaction.
When the moisture content of the fill materials is above that specified, the fill material
shall be aerated by blading and scarifying or other satisfactory methods until the moisture content is
near optimum as specified.
After processing, the suitable fill materials shall be placed in layers which, when
compacted, shall not exceed six inches (6"). Each layer shall be spread evenly and shall be
thoroughly mixed during the spreading insure uniformity of materials and moisture in each layer.
After each layer has been placed, mixed and spread evenly, it shall be thoroughly
compacted to not less than the density set forth in paragraph 2 (c) above. Compaction shall be
accomplished with approval types of compaction equipment. Rolling shall be accomplished while
the fill material is at the specified moisture content. In place density tests shall be performed in
accordance with ASTM D1556-90.
The surfaces of the fill slopes shall be compacted by means of sheepsfoot rollers or other
suitable equipment. Compacting operations shall be continued until the slopes are stable and until
there is no appreciable amount of loose soil on the slopes.
5. Inspection
Sufficient inspection by our firm or the Soil's Engineer of record and/or his/her representative shall
be maintained during the filling and compacting operations so that he/she can verify that the fill
was constructed in accordance with the accepted specifications.
6. Seasonal Limits
No fill material shall be placed, spread, or rolled if weather conditions increase the moisture
content above permissible limits. When the work is interrupted by rain, fill operations shall not be
resumed, until the moisture content and density of fill are as previously specified.
All recommendations presented in the attached report are a part of these specifications.
2
0
MAJOR DIVISIONS ISYMBOL DESCRIPTION
GW WELL GRADED GRAVELS OR GRAVEL- SAND
MIXTURES, LITTLE OR NO FINES
GRAVELS
(MORE THAN V2
OF COARSE
FRACTION
>NO. 4 SIEVE
GP POORLY GRADED GRAVELS OR GRAVEL-SAND
MIXTURES, LITTLE OR NO FINES
GM SILTY GRAVELS, GRAVEL-SAND-SILT MIXTURES
COARSE
GRAINED SOILS
SIZE)
GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES
(MORE THAN V2 OF SOIL>
NO. 200 SIEVE SIZE) sw WELL GRADED SANDS OR GRAVELLY SANDS.
LITTLE OR NO FINES
SANDS
(MORE THAN '/2
OF COARSE
FRACTION
<NO. 4 SIEVE
SP POORLY GRADED SANDS OR GRAVELLY SANDS,
LITTLE OR NO FINES
SM SILTY SANDS, SILT-SAND MIXTURES
SIZE)
SC CLAYEY SANDS, SAND-CLAY MIXTURES
SILTS &
ML INORGANIC SILTS AND VERY FINE SANDS, ROCK
FLOUR, SILTY OR CLAYEY FINE SANDS OR CLAYEY
SILTS WITH SLIGHT PLASTICITY
FINE GRAINED
SOILS
(MORE THAN V2 OF SOIL <
NO. 200 SIEVE SIZE)
CLAYS
LIQUID LIMIT
<50 I
CL
I
INORGANIC CLAYS OF LOW TO MEDIUM
PLASTICITY, GRAVELLY CLAYS, SANDY CLAYS,
SILTY CLAYS, LEAN CLAYS
I OL ORGANIC SILTS AND ORGANIC SILTY CLAYS OF
LOW PLASTICITY
SILTS &
MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS
FINE SANDY OR SILTY SOILS, ELASTIC SILTS
CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS _________________
CLAYS
LIQUID LIMIT
>50
OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY,
ORGANIC SILTY CLAYS, ORGANIC SILTS
HIGHLY ORGANIC SOILS Pt PEAT AND OTHER HIGHLY ORGANIC SOILS
I..LASII ICA IIOIN CI-iAI{I (UINIHLI) SOIL CLASSIFICATION SYSTEM)
70
CLASSIFICATION RANGE OF GRAIN SIZES
U.S. STANDARD GRAIN SIZE IN
SIEVE SIZE MILLIMETERS
BOULDERS Above 12 Inches Above 305
COBBLES 12 Inches To 3 Inches 305 To 76.2
GRAVEL 3 Inches to No. 4 76.2 to 4.76
Coarse 3 Inches to 3/4 Inch 76.2 to 19.1
Fine 3h Inch to No. 4 19.1 to 4.76
SAND No.4 to No. 200 4.76 to 0.074
Coarse No. 4 to No. 10 4.76 to 2.00
Medium No. 10 to No. 40 2.00 to 0.420
Fine No. 40 to No. 200 0.420 to 0.074
SILT AND CLAY Below No. 200 Below 0.074
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC..
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
U.S.C.S. SOIL CLASSIFICATION
YUAN 1 PANG PROJECT
PROJECT NO. 06-1147F3
PLATE NO. 3
JULY 21, 2006
ARRR
0 10 20 30 40 30 60 70 ao 90 100
uouio ul4lr (u..
PLASTICITY CHART
Sheet! of '2.)
BUCHKO ENGINEERING C-41843 phone: 619-697-4539 fax:: 619-639-9255
HEAVY-TIMBER-STRUCTURES La Mesa, California 91941-5142
Structural Considerations to the Pang Residential addition located at
2207 Vista Chaparral, Carlsbad CA 92009
REFERENCES
19-98 California Building Code w/ maps of Seismic Near-source Zones
Design of Wood Structures (4th Ed.) by Breyer
National Design Specifications (2001 Ed) by AWC
Seismic Design Manuel (Vol. II) by SEAOC
ASSUMPTIONS
Soils are natural, undisturbed & unclassified w/ stiff profile (SD) and
shear velocity 600'-12007second
Structure is located w/in Seismic Zone 4 (tbl. 16-2/198 CBC)
Nearest identified earthquake faults (Newport-Inglewood and Rose Canyon)
are located within ten kilometers (10 km)
Both Newport-Inglewood and Rose Canyon are type "B" faults
Roof frame of pre-engineered and pre-fabricated Trusses are "by others"
01/0512006
C a r l s b a d
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project Name: Pang Residence
Building Permit
Plan Check Number: CB060143
Project Address: 2207 Vista Chaparral
A.P.N.: 255-253-15-00
Project Applicant Pang
(Owner Name).-
Project Description: New single family dwelling
Building Type: VN
Residential: 1 New Dwelling Unit(s)
747 Square Feet of Living Area in New Dwelling
Second Dwelling Unit: Square Feet of Living Area in SDU
Residential Additions: Net Square Feet New Area
Commercial/Industrial: Square Feet Floor Area
City Certification of
Applicant Information: Date: F// 7 10,6
SCHOOL DISTRICTS WITHIN THE CITY OF CARLSBAD
Carlsbad Unified School District Vista Unified School District San Marcos Unified School District
215 Mata Way 6225 El Camino Real 1234 Arcadia Drive San Marcos, CA 92069 (290-2649) Carlsbad CA 92009 (331-5000) Vista CA 92083 (726-2170) Contact: Nancy Dolce (By Appt. OnI'
'Encinitas Union School District \ San Dieguito Union High School District
-i01 South Rancho Santa Fe Rd ) 710 Encinitas Blvd.
4-4300 ,Encinitas, CA 9TO24 (9,f ext 1662 __ Encinitas, CA 92024 (753-6491)
Certification of Applicant/Owners. The person executing this declaration ('Owner") certifies under penalty of perjury that (1) the
information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended
certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/develope of the above described project(s), or that the person executing this declaration is
authorized to sign on behalf of the Owl) r.
it2if Date: ___L
ad- Signature:__Z
O
________
Revised 3/30/2006
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
***************************************************************************************************
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE
PROJECT HAVE BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School District, certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has paid all amounts or completed other applicable school.
mitigation determined by the School District. The City may issue building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
NAME OF SCHOOL DISTRICT I (Nc;WTASUNtONScH001 DISMCT
01 sound RANCHO SANTA-FE RU.
I cN11IITAS. Chit. 2024408
DATE
"Ti
PHONE NUMBER C' 3o011'
Revised 3/30/2006
S - -
C a rls b a d
CERTIFICATE OF COMPLIANCE
PAYMENT OF SCHOOL FEES OR OTHER MITIGATION
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project Name
Building Permit
Plan Check Number:
Project Address:
A.P.N.:
Project Applicant
(Owner Name):
Project Description
Building Type:
Pang Residence
CB060143
2207 Vista Chaparral
255-253-15-00
Pang
New single family dwelling
Residential: 1 New Dwelling Unit(s) :
747 Square Feet of Living Area in New Dwelling
Second Dwelling Unit: Square Feet of Living Area in SDU
Residential Additions:
Commercial/Industrial
City Certification of
Applicant Information:
Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009 (331-5000)
Net Square Feet New Area
Square Feet Floor Area
San Marcos Unified School District Vista Unified School District 215 Mata Way - 1234 Arcadia Drive San Marcos, CA 92069 (290-2649) Vista CA Contact: Nancy Dolce (By Apt. Only)
Encinitas Union School District ,-' San Dieguito Union High School District
101 South Rancho Santa Fe Rd 710 Encinitas Blvd.
Encinitas, CA 92024 (944-4300 ext 166) Encinitas, CA 92024 (7536491)
Certification of Applicant/Owners. The person executing this declaration ('Owner") certifies under penalty of perjury that (1) the
information provided above is correct and true to the best of the Owner's knowledge, and that the Owner will file an amended
certification of payment and pay the additional fee if Owner requests an increase in the number of dwelling units or square
footage after the building permit is issued or if the initial determination of units or square footage is found to be incorrect, and
that (2) the Owner is the owner/developer of the above described project(s), or that the person executing this declaration is
authorized to sign on behalf of the Owner.
Signature: Date:
Revised 3/30/2006
'-'
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS FOR THE
PROJECT HAVE BEEN OR WILL BE SATISFIED.
SCHOOL DISTRICT:
The undersigned, being duly authorized by the applicable School District, certifies that the
developer, builder, or owner has satisfied the obligation for school facilities. This is to certify that
the applicant listed on page 1 has paid all amounts or completed other applicable school
mitigation determined by the School District. The City may issue building permits for this project.
SIGNATURE OF AUTHORIZED SCHOOL
DISTRICT OFFICIAL
TITLE
A5soc. o,$e$
SAN thju1
NAME OF SCHOOL DISTRICT
C4Ja61 ~5igb&
PHONE NUMBER
7ô-753 -(o1V
Revised 3/30/2006
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
12-19-2006 Plan Check Revision Permit No:PCR06198
Building Inspection Request Line (760) 602-2725
Job Address: 2207 VISTA CHAPARRAL CBAD
Permit Type: PCR Status: ISSUED
Parcel No: 2552531500 Lot #: 0 Applied: 11/06/2006
Valuation: $0.00 Construction Type: VN Entered By: JMA
Reference #: Plan Approved: 12/19/2006
Issued: 12/19/2006
Project Title: B.IAO: INCREASE SIZE OF 1ST FLR Inspect Area:
& 2ND FLOOR WIN DO
Applicant: Owner:
HAM ID EEIKZ YUAN BIAO&PANG YAN
219 S. SANTA FE
VISTA, CA 2207 VISTA CHAPARRAL
CARLSBAD CA 92009
760-801-1301
Plan Check Revision Fee $120.00
Additional Fees $0.00
Total Fees: $120.00 Total Payments To Date: $120.00 Balance Due: $0.00
FINAL APPROVAL
Inspector: Date: Clearance:
NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively
referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these fees/exactions. It 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
fees/exactions of which you have øreviously been aiven a NOTICE similar to this. or as towhich the statute of limitations has nrpvinijslv otherwise esnired
r i'to lq3 FOR OFFICE USE ONLY
PERMIT APPLICATION PLAN CHECK NO 'cx o- -
CITY OF CAR LSBAD BUILDING DEPARTMENT
EST. VAL.
1.635 Faraday Ave., Carlsbad, CA 92008 Plan Ck. Deposit
Validated By iS J
Date (ô
\c2C2O7 tYs14 AZ4J (74/çL
Address (include Bldg/Suite #) Business Name (at this address)
Legal Description . Lot No. Subdivision Name/Number Unit No. Phase No. Total # of units
Assessor's Parcel # Existing Use Proposed Use
Description of Work SQ. FT. #of Stories # of Bedrooms # of Bathrooms
K_4177/ Ji 2k Jr /
cI_I?o/ " Name a4.t1 I I) P K 7 Address 9 /43 cq ç'4 T4 , City \) ir1.,4 State/Zipai ,,.9-eleohone'# Fax #
Name Address City State/Zip Telephone #
-
Name Address City State/Zip Telephone #
(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 tile 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 Coda] 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 ($5001).
Name Address City State/Zip Telephone #
State License # License Class City Business License #
Designer Name Address City State/Zip Telephone
State License #
LAONLJ: rnir I
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
0 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. .
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 . . Policy No. Expiration Date__________________
(THIS SECTION NEED NOT BE COMPLETED IF THE PERMIT IS FOR ONE HUNDRED DOLLARS ($1001 OR LESS)
CERTIFICATE OF EXEMPTION: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as
to become subject to the Workers' Compensation Laws of California.
WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and civil fines up to one hundred
thousand dollars ($ 100.000), in addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, Interest and attorney's fees.
SIGNATURE __. _. _. DATE
- ' I hereby affirm that I am exempt from the Contractor's License Law for the following reason: . . .
0 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).
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).
.
I am exempt under Section . Business and Professions Code fOr this reason: .. .
I personally plan to provide the major labor and materials forconstruction of the proposed property improvement. 0 YES ONO
1 (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 1 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 I 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 I address / phone number / type of work): . .
PROPERTY OWNER SIGNATURE . . . . . DATE .
,*
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
lathe facility to be constructed within 1,000 feet of the outer 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.
UN-11 nmaq QNIRLC119N ' --*,---
I hereby affirm that there is a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097(i) Civil Code).
LENDER'S NAME . LENDER'S ADDRESS . _.
-
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 Citt' 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 un 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 day.4'rom the date of such permit or it the building or work authorized by such permit is suspended or abandoned
at any time after the work is commenced for period of 8 days (Section 106.4.4 Uniform Building Code).
)('APPLICANT'S SIGNATURE /X_'//:; _________
- DATE I /7 -
- - WHITE: File YELLOW: Applicant PINK: Finance - - -
EsGil Corporation
In PartnersIiip with Government for (Bui&fing Safety
DATE: 12/18/06
JURISDICTION: Carlsbad
PLAN CHECK NO.: PCR06-198 (06-0143) SET: III
PROJECT ADDRESS: 2207 Vista Chaparral
PROJECT NAME: Plan Changes for Pang Residence
U APPLICANT
U PLAN REVIEWER
U 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.
LI 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:
J.
LI 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: Hamid
Date contacted: (by: )
Mail Telephone Fax In Person
Telephone #: (760) 758-2654
Fax #: (760) 758-2815
REMARKS: Owner/designer to sign the CFI-R forms and verify special inspection form
competed for epoxy anchors (on file per applicant) Appointment Applicant Hand Carried
Plans to the City-Approved sets sent by courier\ C601, 0
By: Ray Fuller Enclosures: LOG
Esgil Corporation
LI GA LI MB LI EJ LI PC (P) 12/18/06 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
7)
1
I."
EsGil Corporation
In Partners/lip with Government for Bui(&ng Safety
DATE: 12/14/06
JURISDICTION: Carlsbad
1 APPLICANT
U 'PLAN REVIEWER
0 FILE
PLAN CHECK NO.: PCR06-198 (06-0143) SET: II
PROJECT ADDRESS: 2207 Vista Chaparral
PROJECT NAME: Plan Changes for Pang Residence
LII 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.
LI 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.
Lii 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:
J.B. Coating Inc.
219 S. Santa Fe Avenue Vista, Ca. 92083
LI 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: Hamid - Telephone #: (760)
Date contacted: 2.1q10Ce (by: ((—_) Fax #: (4(Q&) 25
Mad—TeIephone Fax-v In Person
REMARKS: Owner/designer to sign the CFI-R forms and verify special inspection form
competed for epoxy anchors (on file per applicant).
By: Ray Fuller Enclosures:
Esgil Corporation
LI. GA [] MB [I] EJ [1 PC 12/07/06 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
Carlsbad PCR06-198 (06-0143)
12/14/.06,
RECHECK PLAN CORRECTION LIST
JURISDICTION: Carlsbad
0143)
PROJECT ADDRESS: 2207 Vista Chaparral
DATE PLAN RECEIVED BY
ESGIL CORPORATION: 12/07/06
REVIEWED BY: Ray Fuller
FOREWORD (PLEASE READ):
PLAN CHECK NO.: PCR06-198 (06-
SET: II
DATE RECHECK COMPLETED:
12/14/06
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. 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 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.
The following items have not been resolved from the previous plan reviews. The original
correction number has been given for your reference. In case you did not keep a copy of
the prior correction list, we have enclosed those pages containing the outstanding
corrections. Please contact me if you have any questions regarding these items.
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?
UYes UNo
Carlsbad PCR06-198 (06-0143)
12/14196.
NOTE: The items listed below are from the previous correction list. These remaining
items have not been adequately addressed. The numbers of the items are from the
previous check list and may not necessarily be in sequence. The notes in bold are
current.
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 92009, (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. Verfiy that the final sets of plans and any new calculations will be stamped and signed by
engineer of record also.
10. The left side of strong wall does not reflect any resisting members or hold downs on the
left side at 1st floor on sheet 5 i.e. post and adequate hold down . Plans are reflecting a
PH2 to resist upper floor Strong wall and overturning from 1st floor 6 ft panel? Still
seems to apply. Provide a section of rear walls clearly reflecting locations of
Strong Walls above and how they stack with Strong Wall on the right and 6 ft shear
panel on the left side of rear wall. There is no post or hold down shown directly
below the left side of upper Strong wall on the left. The calculations are required
HD8's at lower floor and plans reflect HD2's. Please review and provide section
reflecting overturning load path at rear wall.
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.
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 Ray Fuller at Esgil Corporation. Thank you
EsGil Corporation
In Partnership with Government for (Bui&fing Safety
DATE: 11/15/06
JURISDICTION: Carlsbad
PLAN CHECK NO.: PCR06-198 (06-0143) SET: I
PROJECT ADDRESS: 2207 Vista Chaparral
PROJECT NAME: Plan Changes for Pang Residence
U )4PLICANT
1 RIS.
/ U PLAN REVIEWER
U FILE
The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
Eli 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.
LI 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.
Lii 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:
J.B. Coating Inc.
219 S. Santa Fe Avenue Vista, Ca. 92083
LI 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 co?tace,A
lFax
mid Telephone #: (760) 758-2654
Date c (by: Fax #:
Mail_—'ieIephone. In Person
LII REMARKS:
By: Ray Fuller Enclosures:
Esgil Corporation
LI GA LI MB LI EJ [1 Pc 11/07/06 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 • San Diego, California 92123 • (858) 560-1468 • Fax(858)560-1576
Carlbad PCR06-198 (06-0143) 41 11/15/06
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: PCR06-198 (06-0143) JURISDICTION: Carlsbad
PROJECT ADDRESS: 2207 Vista Chaparral
FLOOR AREA: STORIES: 2
Additions 747
Balcony 120 HEIGHT: 21 ft per UBC
REMARKS:
DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY
JURISDICTION: 01/18/06 ESGIL CORPORATION: 11/07/06
DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ray Fuller
COMPLETED: 11/15/06
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 2001 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
2000 UPC, 2000 UMC and 2002 NEC.
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.
I' •
'Carlsbad PCR06- 198 (06-0143)
11/15/06
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 92009, (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
Verfiy that the final sets of plans and any new calculations will be stamped and
signed by engineer of record also.
No new energy calculations provided reflecting changes in glazing etc. Verfiy
that owner/designer will sign the CFI-R forms before resubmitting.
The structural is reflecting a stacked Strong Wall above a steel Strong Wall at far
right corner. There was nothing in the listing that allows this configuration as
could not attach to steel frame or to post at side.
At left side of Strong wall on the right on sheet 5 there lies a header below. How
would this work? Overturning load path to continue to foundation or show in
calculations that dead loads from floor framing can resist these loads.
Provide a elevation of rear wall reflecting how this will be addressed.
Please verify that all hold down locations reflect an appropriate detail i.e. from
floor to floor, floor to beams, floor to rim joist where applicable. Verfiy
overturning load path to continue to foundation or show in calculations that dead
loads from floor framing can resist these loads. Please show how for example
how resisting members i.e. post, beams, rim joist /joist are capable of resisting
uplift forces.
Could not locate where depth of embedment was noting for SSW bolts.
I I•
'Carlsbad PCR06-198 (06-0143)
11/15/06
Any beams used to resist shear walls need to be designed per Table 16-L item
#4 and 1630.8.2 In addition the beam itself must be shown with adequate
connections to resist uplift from above in addition to be designed for 2.8 as
required above.
The left side of strong wall does not reflect any resisting members or hold downs
on the left side at 1st floor on sheet 5 i.e. post and adequate hold down. Plans
are reflecting a PH2 to resist upper floor Strong wall and overturning from 1st
floor 6 ft panel?
Notes in ink and changes in ink to be on vellums or CAD drawings so as to be a
permanent part of the plans. This occurs in various places. i.e. noting steel
strong wall 24 x 9 on sheet 4.
Final sets of plans to reflect what appears to a taped on SSW detail.
Notes on sheet 4 conflict. Noting on number 7 for example that slab steel to be
#3's at 24" oc and 6 mil visqueen which conflicts with correct notes 6 and 7
above which state #3's at 16" oc and 10 mil visqueen. Please clarify.
Complete special inspection form for epoxy bolts.
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 No U
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 Ray Fuller at Esgil Corporation. Thank
you.
1
Carlsbad PCR06-198 (06-0143)
11/15/06
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: PCR06-198 (06-0143)
PREPARED BY: Ray Fuller DATE: 11/15/06
BUILDING ADDRESS: 2207 Vista Chaparral
BUILDING OCCUPANCY: R3 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
AREA
(Sq. Ft.)
Valuation
Multiplier
Reg.
Mod.
VALUE ($)
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code 1CB 1By Ordinance
Bldg. Permit Fee by Ordinance [] I I
Plan Check Fee by Ordinance [j I $120.001
Type of Review: L1 Complete Review L Structural Only
El Other LI Repetitive Fee
Repeats Hourly II Hour *
Esgil Plan Review Fee I $96.00
* Based on hourly rate
Comments:
Sheet I of 1
macvalue.doc