HomeMy WebLinkAbout1465 CHESTNUT AVE; ; CB004154; Permit12/06/2000
Job Address:
Permit Type:
Parcel No:
Valuation:
Occupancy Group:
# Dwelling Units:
Bedrooms:
Project Title:
City of Carlsbad
,.• 1635 Faraday Av Carlsbad, CA 92008
, Residential Permit Permit No:CB004154
Building Inspection Request Line (760) 602-2725
1465 CHESTNUT AV CBAD
RESDNTL Sub Type:
2052206700 Lot #:
$34,496.00 Construction Type:
27 Reference #:
0 Structure Type:
0 Bathrooms:
ELLIOT RESIDENCE
RAD 352 SF - DINE RM & BATHRM
RAD
0
VN
Status:
Applied:
Entered By:
Plan Approved:
Issued:
Inspect Area:
Orig PC#:
Plan Check#:
ISSUED
11/09/2000
JM
12/06/2000
12/06/2000
Applicant:
ELLIOTT FAMILY REVOCABLE TRUST 09-21-98
PO BOX 4115
CARLSBAD CA 92018
Owner:
ELLIOTT FAMILY REVOCABLE TRUST 09-21-98
PO BOX 4115 «» 12/06/00 OMB01
CARLSBAD CA 92018
02
418-28
Total Fees: $618.37 , Total Payments To Date: $200.09 Balance Due: $418.28
Building Permit
Add'l Building Permit Fee
Plan Check
Add'l Plan Check Fee
Plan Check Discount
Strong Motion Fee
Park in Lieu Fee
Park Fee
LFM Fee
Bridge Fee
Other Bridge Fee
BTD #2 Fee
BTD #3 Fee
Renewal Fee
Add'l Renewal Fee
Other Building Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee
Reel. Water Con. Fee
$307.83.. Meter Size
$0;00l;::: Add'l:Recl:3/Vater Con. Fee
$200.09 *~ - xMeter-Fee
$OM SDGWA Fee
$0.00' V CFD PayoffFee
$3:4V \v "tff Fi'--.S'
$0.b6( \ F>FF- (CFD Fund)
$0.00;i >; License Tax
$O.OC);: ": ' License Tax (CFD Fund)
$0:00;\ \ Traffic Impact Fee
$0:00 J Traffic Impact (CFD Fund)
$0,00 J-FMZ Transportation Fee
$0.00 '""'Sidewalk Fee
$0.00 PLUMBING TOTAL
$0,00 .'> ELECTRICAL TOTAL
$0.00•").•',:.-. MECHANICAL TOTAL
$0.00 , Housing Impact Fee
./ 'I [ Housing' iViLieu Fee
$0.00 Master Drainage Fee:
$0.00 Sewer Fee: '
TOTAL PERMIT FEES
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$63.00
$20.00
$24.00
$0.00
$0.00
$0.00
$0.00
$618.37
Inspector:
FINAL APPROVAL
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. 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 capactiy
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 previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
PERMIT APPLICATION
CITY OF CARLSBAD BUILDING DEPARTMENT
1635 Faraday Ave., Carlsbad, CA 92008
i: PROJECT INFORMATIONi46
FOR OFFICE USE
PLAN CHECK NO.
EST. VAL.
Plan Ck. Deposjt
Validated By_
Date
. A. /
Address (include Bldg/Suite #)
PfrgjC HftP"*- U-3q )
Lot No. Subdivision N
Business Name (at this address)
Legal Description
^•S" • ^2
Assessor's Parcel
lame/Number Unit No.
?r2-SQ pr |
Description of Work
2. CONTACT PERSON
#of Stories
State/Zip V^Telephone # "Fax #Name " ^ " Address City
3, APPLICANT D Contractor . O Agent for Contractor jSjgwner D Agent for Owner
.Name
4. PROPERTY OWN
Address State/Zip Telephone #
City State/Zip Telephone #Name ' Address
S. CONTRACTOR - COMPANY NAME
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, imprgy:e^aenr1o]is1J)or,.f^|PairjBnyjStructure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he is licensed pursuant to the provTsTons of the Contractors Lice~rise Law
[Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code] or that he is exempt therefrom, andtJfiOC8^^ for tne all?£ied
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 [«cnrin*--'- "
Name
State License #
Address
License Class
City State/Zip
City Business License #
Telephone #
Designer Name Address City State/Zip Telephone
State License #
6. WORKERS' COMPENSATION
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
n 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.
l~l 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 [$100] 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
OWNER-BUILDER DECLARATION
iy affirm that I am exempt from the Contractor's License Law for the following reason:
I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale
. 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).
fl\ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
' CoHtractor'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).
l~l I am exempt under Section Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. l~l YES flNO
2. I (have / have not) signed an application for a building permit for the proposed work.
3. I have contracted with the following person (firm) to provide the proposed construction (include name / address / phone number / contractors license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name / address / phone
number / contractors license number):
5. I will provide some of the work, but jjiave contracted (hired) the following persons to provide the work indicated (include name / address / phone number / type
of work):
DATE
BUILDING PERMITS ONLY
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? fj YES D NO
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? l~l YES l~l NO
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? Q YES Q NO
IF ANY OF THE ANSWERS ARE YES, A F(NAL 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.
8. CONSTRUCTION LENDING AGENCY
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
9. APPLICANT CERTIFICATION
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 CitV of Carlsbad to enter upon the above mentioned
property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES,
JUDGMENTS, COSTS AND EXPENSES WHICH MAY IN ANY WAY ACCRUE AGAINST SAID CITY IN CONSEQUENCE OF THE GRANTING OF THIS PERMIT.
OSHA: An OSHA permit is required for excavations over 5'0" deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work
authorized by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by suet] permit is/suspended or abandoned
at any time after the work is commepeeKfterajjeripd o^gOdajis4£^roTrW6.4.4 Uniform Building Code).
APPLICANT'S SIGNATUR^ofi^^fe^ ^U^ ( ) 30UI DATE | (
PINK: Finance
City of Carlsbad Bldg Inspection Request
For: 04/02/2001
Permit# CB004154
Title: ELLIOT RESIDENCE
Description: RAD 352 SF - DINE RM & BATHRM
Inspector Assignment: JC
Type:RESDNTL Sub Type: RAD
Job Address: 1465 CHESTNUT AV
Suite: Lot 0
Location:
APPLICANT ELLIOTT FAMILY REVOCABLE TRUST 09-21 -98
Owner: ELLIOTT FAMILY REVOCABLE TRUST 09-21-98
Remarks:
Phone: 7607202235
Inspector: *\/,
Total Time:Requested By: TOM
CD
19
29
39
49
Entered By: CHRISTINE
Description Act Comments
Final Structural (~/,J
Final Plumbing
Final Electrical /
Final Mechanical
,
Associated PCRs
Inspection History
Date Description
02/20/2001 17 Interior Lath/Drywall
02/15/2001 16 Insulation
02/12/2001 84 Rough Combo
02/01/2001 83 Roof Sheathing/Ext Shear
01/08/2001 11 Ftg/Foundation/Piers
01/05/2001 11 Ftg/Foundation/Piers
01/05/2001 12 Steel/Bond Beam
01/03/2001 21 Underground/Under Floor
01/02/2001 22 Sewer/Water Service
Act Insp Comments
AP JC
AP JC
AP JC
AP
CA
AP
AP
CA
AP
JC
JC
JC
JC
JC
JC
j[ Corporation
In fartnersnip with government for ViuiCcting Safety
DATE: November 28, 2000 q__AEEUQANT
LJURIS.
JURISDICTION: Carlsbad O~PLAN REVIEWER: - • ' a FILE
PLAN CHECK NO.: 00-4154 SET: I
PROJECT ADDRESS: 1465 Chestnut Ave.
PROJECT NAME: Addition for the Elliott Residence
The plans transmitted herewith have been corrected where necessary and substantially comply,
with the jurisdiction's building codes.
XI The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
The check list transmitted herewith is for your information. The plans are being held at Esgil
Corporation until corrected plans are submitted for recheck.
The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
The applicant's copy of the check list has been sent to:
Esgil Corporation staff did not advise the applicant that the plan check has been completed.
Esgil Corporation staff did advise the applicant that the plan check has been completed.
Person contacted: Telephone #:
Date contacted: (by: ) Fax #: /Wjf
Mail Telephone Fax In Person —-—- -^ "
REMARKS: Engineer of design to wet stamp and sign plans, also providICBO for skylight
on plans.
By: Bill Elizarraras Enclosures:
Esgil Corporation -:
D GA D MB D EJ D PC 11/14/00 trnsmtl.dot
9320 Chesapeake Drive, Suite 208 + San Diego, California 92123 •* (858)560-1468 + Fax (858) 560-1576
Carlsbad 00-4154
November 28, 2000
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK NO.: 00-4154 JURISDICTION: Carlsbad
PROJECT ADDRESS: 1465 Chestnut Ave.
FLOOR AREA: 352 sqft. Dwelling Add'n STORIES: 1
HEIGHT: 14'
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: November 28, 2OOO
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 11/14/00
PLAN REVIEWER: Bill Elizarraras
FOREWORD (PLEASE READ):
This plan review is limited to the technical requirements contained in the Uniform Building Code,
Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws
regulating energy conservation, noise attenuation and access for the disabled. This plan review
is based on regulations enforced by the Building Department. You may have other corrections
based on laws and ordinance by the Planning Department, Engineering Department, Fire
Department or other departments. Clearance from those departments may be required prior to
the issuance of a building permit.
Present California law mandates that residential construction comply with the 1998 edition of
the California Building Code (Title 24), which adopts the following model codes: 1997 UBC,
1997 UPC, 1997 UMC and 1996 NEC (all effective 7/1/99).
The above regulations apply to residential construction, regardless of the code editions adopted
by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 106.4.3,
1997 Uniform Building Code, the approval of the plans does not permit the violation of any
state, county or city law.
To speed UP the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e.. plan sheet number, specification section, etc.
Be sure to enclose the marked UP list when you submit the revised plans.
Carlsbad OO-4154
November 28, 2000
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad PLAN CHECK NO.: 00-4154
PREPARED BY: Bill Elizarraras DATE: November 28, 2000
BUILDING ADDRESS: 1465 Chestnut Ave.
BUILDING OCCUPANCY: R3/U1 TYPE OF CONSTRUCTION: VN
BUILDING
PORTION
Dwelling Add'n
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code
AREA
( Sq. Ft.)
352
cb - '
Valuation
Multiplier
City Estimate
By Ordinance
i
1 Bldg. Permit Fee by Ordinance ^
Reg.
Mod.
VALUE ($)
34,496 34,496
34,496
307.83
i Plan Check Fee by Ordinance
Type of Review:
CH Repetitive Fee
Repeats
0 Complete Review CD Structural Only
D Other
D Hourly
Esgil Plan Review Fee
Comments:
200.09
160.07
Sheet 1 of 1
macvalue.doc
BUILDING PLANCHECK CHECKLIST
DATE:/ob
BUILDING ADDRESS: / 5
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
PLANCHECK NO.: CB
EST. VALUE:
ENGINEERING DEPARTMENT
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.
A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
Please sea Vn&/ attached report of deficiencies
marked withJSJTMake necessary corrections to plans
or specifications for compliance with applicable
codes and standards. Submit corrected plans and/or
specifications to this office for review.
Date:
Date:
Date:By:
FOR OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
Date:
ATTACHMENTS
Dedication Application
Dedication Checklist
Improvement Application
Improvement Checklist
Future Improvement Agreement
Grading Permit Application
Grading Submittal Checklist
Right-of-Way Permit Application
Right-of-Way Permit Submittal Checklist
and Information Sheet
Sewer Fee Information Sheet
ENGINEERING DEPT. CONTACT PERSON
Name: JOANNE JUCHNIEWICZ
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2775
CFD INFORMATION
Parcel Map No: _|
Lots:
Recordation:
Carlsbad Tract:
A-4
H:\WORD\DOCSVCHKLST\BuikJin8 Planctreck Cklst Form (GenericJ.doc
3RD
BUILDING PLANCHECK CHECKLIST
/IA5
SITE PLAN
1. Provide a fully dimensioned site plan drawn to scale. Show:
A. North Arrow
B. Existing & Proposed Structures
C._ Existing Street Improvements
Property Lines - £&-€-
. Easements
F. Right-of-Way Width & Adjacent Streets
G. Driveway widths
H. Existing or proposed sewer lateral
I. Existing or proposed water service
J. Existing or proposed irrigation service
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
C. 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.
D. Sewer and water laterals should not be located within proposed driveways, per
standards.
3. Include on title sheet:
A. Site address
B. Assessor's Parcel Number
C. 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
H:\WORD\DOCS\CHKLST\Buitting Planctecfc Cklst Form (Generic).doc
BUILDING PLANCHECK CHECKLIST
ST 2ND 3rd DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No.
4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
Q D 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 $15.000. 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 Yz" 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
D 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 $75.000. 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
H:\WORD\DOCS\CHKLST\BuBding Plancheck Cklst Form (RIDDLE - HARVEY 7-12-OOl.doc
BUILDING PLANCHECK CHECKLIST
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:
CH D CH 6b. 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 $280 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.
Neighborhood Improvement Agreement will include the following:
6c. Enclosed please find your Neighborhood Improvement Agreement. Please return
agreement signed and notarized to the Engineering Department.
Neighborhood Improvement Agreement completed by:
Date:
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
11.06.030 of the Municipal Code.
n D 7a. Inadequate information available on Site Plan to make a determination on grading
requirements. Include accurate grading quantities (cut, fill import, export).
D D 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:
D D D 7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
H:\WORD\DOCS\CHKLST\Buikfing Planctieck Cklst Form (RIDDLE - HARVEY 7-12-00).doc
1ST
D D
n n
BUILDING PLANCHECK CHECKLIST
7d .No Grading Permit required.
7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
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: .•
n
Q D
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:
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 surface 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.
1 1 • Q Required fees are attached
QfNo fees required
WATER METER REVIEW
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.
H:WVORDVDOCS\CHKLST\Building Plancheck Cklst Fomi (Geneiic).doc
BUILDING PLANCHECK CHECKLIST
1ST 5ND 3RD
D D
• 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).
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:
1. 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 irrigation service should
look like:
STA 1+00 Install 2" service and
2.
3.
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
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
H:\WORD\DOCS\CHKLST\Buikling Plancheck Cklst Form (Generic).**
BUILDING PLANCHECK CHECKLIST
2ND 3RD
service boundary, the City intends on switching these irrigation
services/meters to a new recycled water line in the future.
ED ED 12c. Irrigation Use (where recycled water Is available)
1. Recycled water meters are sized the same as the irrigation meter above.
2. 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.
D D CD 13- Additional Comments:
H:\WORD\DOCS\CHKLST\BuikJing Plancfteck Cklst Form (Generic).doc
l&TA&L
IQ7.&0')
° 2/'<%?" I/0T. 73
12.0.06')
-/Z0.17'
PARCEL 2
10,
TAG, MARKED LS 3338
<r-v ,; ^v_x\>.- r',v
O
I
£
I I
D
PLANNING DEPARTMENT
BUILDING PLAN CHECK REVIEW CHECKLIST
Plan Check No. CB H15M
Planner
APN:
Address Chc&bnuV AN/
Phone (760) 602-
Type of Project & Use: T\
Zoning: R~ 1 General Plan:
CFD fin/nut) #
Circle One
_Date of participation^
Net Project Density: DU/AC
_ Facilities Management Zone: I
Remaining net dev acres:
(For non-residential development: Type of land used created oy
this permit: )
Legend: X Item Complete
Environmental Review Required: YES
r f ' '","••DATE OF COMPLETION: ,
Item Incomplete - Needs your action
NO TYPE
-.Compliance with condition's' of approval? If not, state conditions which require action.
Conditions of Approval:
Discretionary Action Required:
APPROVAL/RESO. NO. _
PROJECT NO.
YES NO TYPE
DATE
OTHER RELATED CASES:
Compliance with conditions or approval? If not, state conditions which require action.
Conditions of Approval:
Coastal Zone Assessment/Compliance
Project site located in Coastal Zone? YES_
CA Coastal Commission Authority? YES
N0_
NO
If California Coastal Commission Authority: Contact them at - 3111 Camino Del Rio North, Suite'
200, San Diego CA 92108-1725; (619) 521-8036
Determine status (Coastal Permit Required or Exempt): ' V
Coastal Permit Determination Form already completed?
If NO, complete Coastal Permit Determination Form now.
Coastal Permit Determination Log #: ________
YES NO
Follow-Up Actions:
1) Stamp Building Plans as "Exempt" or "Coastal Permit Required" (at minimum
Floor Plans),
2) Complete Coastal Permit Determination Log as needed.
H:\ADMIN\COUNTER\BldgPlnchkRevChklst
I I II. Inclusionary Housing Fee required: YES NO
(Effective date of Inclusionary Housing Ordinance - May 21, 1993.)
Data Entry Completed? YES NO
•,;V ,(A/P/Ds,?Activity"Maintenance, enter CB#, toolbar, Screens, Housingi'Fees, Construct Housing Y/N, Enter Fee, UPDATE!) •I i . i >,i ; ti.t-wt * — -' •»••'• ' . ., *,
Site Plan: s\ '/:v. - r? :..' ';V
| | 1. Provide a fully dimensional site plan drawn to scale. Show: North arrow,
property lines, easements, existing and proposed structures, streets, existing
' street improvements, right-of-way width, dimensional setbacks and existing
topographical lines.
| | | I 2. Provide legal description of property and assessor's parcel number.
Zoning:
XI 1 • Setbacks:
Front:
Interior Side:
Street Side:
Rear:
Required ZO
Required ± 1 '
Required X
Required 14'
XI | | I I 2. Accessory structure setbacks:
Front: Required
Interior Side:
Street Side:
Rear:
Structure separation:
2 C] ED 3. Lot Coverage:
SDH]4- He'9ht:
:\
XI 5. Parking: Spacesr
Guest Spaces
AJ I I Additional Comments
Required
Required
Required
Required
Required ^ 4Oe/o
Required £ ^O
Required 2.
Required
Shown ^'l
Shown c\/
Shown X,
Shown ^\'
" \
Shown
Shown
Shown
Shown
Shown
Shown llpVo
n l ' •
Shown 2~
Shown
t . ""
OK TO ISSUE AND ENTERED APPROVAL INTO COMPUTER
H:\ADMIN\COUNTER\BldgPlnchkRevChklst
//'?-
Section 0
2000.Nov.09 13:24
][ ][ project: Elliot SFR Addition
][• Edward W. Marshall, P.E.
] 2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145 (c) 2000 E W Marshall
Lateral Design Segment Table of Contents:
SECTION DESCRIPTION
1 Shear panel & holddown summary.
2 Diaphragm, reliability factor, & line of force details.
3 Shear panel detail, wind & EQ forces.
4 Input data file.
5 Shear schedule, tie down reference tables.
[ ][ ][ ]Project: Elliot SFR Addition
[ ][ Edward W. Marshall, P.E.
[ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145
Shear Panel & HD Summary
Section 1
2000.Nov.09 13:24
(c) 2000 E W Marshall
Length
ID Gross Net
1
2
3
4
5
6
6
4
7
5
4
5
.0
.5
.0
.0
.5
.0
6
4
7
5
4
5
.0
.'5
.0
.0
.5
.0
EQ/
Wind
Wind 2
Wind 1
Wind
Wind
Wind
Wind 3
Max
V
,031
,523
848
606
545
,554
Max Shear
Uplift Sched
2,189
2,234
275
335
350
2,693
B
B
A
A
A
E
A.B./ [Hold
. Mudsill AB
36 /2x HTT16
36/2x HTT16
4ft /OY
48 /2x
24 /3x HTT16
Down Options]
ST min ST max Straps
STHD8 STHD8
STHD8 STHD8
STHD10 STHD8
MSTC52
MSTC52
MSTC52
Corner Tiedown Combinations
COMBOS
ID A B Uplift
2,251
[Hold Down Options]
AB ST min ST max Straps
HTT16 STHD8 STHD8 MSTC52
Section 1 notes:
1. HTT161 is an HTT16 installed on a 2x stud.
2. ST min is for ST straps installed within 1/2" of corner.
3. ST max requires 2 x le minimum from corner. 24" maximum.
4. Simpson Strongwall panel per PFC-5485.
5. Tiedown corner combinations calculated by SPSS method.
6. ID prefix key:
None Shear panel, typical.
Panel not included in calculations.
"+" Steel or concrete element. LRFD adjusted. Design calculations for
element included in main body of structural calculations.
[ ][ ][ ]Project: Elliot SFR Addition . Section 2
[ ][ Edward W. Marshall, P.E. ' 2000.Nov.09 13:24
[ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145 (c) 2000 E W Marshall
Diaphragm Detail
Length Wind Exposure OA Gross LOF Sums
ID Story N/S E/W N/S E/W Area Weight N/S E/W
A 0 12.0 32.0 9.0 12.0 384 9,600 100 100
Reliability Factor Detail
(Story Shear)(Max Unit Shear)(Shear Ratio)
Story N/S E/W N/S E/W N/S E/W
0 384 384 192 49 5.000 1.286
Reliability factors, N/S = 1.500 E/W = 1.206 (See notes below)
Line of Force Detail
Alignment Net Panel Shear Shear
ID Story Accel. N/S E/W Avail Wind EQ
1 0 20.0% 0% 100% 16.5 1,999 1,920
2 0 20.0% 100% 0% 10.5 3,554 960
3 0 20.0% 100% 0% 5.0 3,554 960
Section 2 notes:
1. Reliabilility/Redundacy factor calculated per 1997 UBC Section 1630.
See formula (30-3), Sec 1630.1.1. Refer to Sec. 1628 for notations.
[ ][ ][ ]Project: Elliot SFR Addition
[ ][ Edward;W. Marshall, P.E.
[ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145
Shear panel Detail, Wind
Section 3
2000.Nov.09 13:24
(c) 2000 E W Marshall
Length
ID Gross Net
1 6.0
2 4.5
3 7.0
4 5.0
5 4.5
6 5.0
6.0
4.5
7.0
5.0
4.5
5.0
Pier
Level LOF Hgt.
0
0
0
0
0
0
Shear panel Detail,
1 6.0
2 4.5
3 7.0
4 5.0
5 4.5
6 5.0
6.0
4.5
7.0
5.0
4.5
5.0
0
0
0
0
0
0
2
2
1
1
1
3
7.0
7.0
4.0
4.0
4.0
4.0
Unit
V
338
338
121
121
121
711
Vert.
plf
60
60
60
60
60
' 60
OT
14,216
10,662
3,392
2,423
2,181
14,216
RM
1,080
608
1 ,470
750
608
750
Net
OT
13,136
10,054
1,922
1,673
1 ,573
13,466
Solo Composite
Uplift Uplift
2,189
2,234
275
335
350
2,693
2,189
2,234
275
335
350
2,693
Earthquake
2
2
1
1
1
3
7.0
7.0
4.0
4.0
4.0
4.0
98
98
100
100
100
206
60
60
60
60
60
60
4,114
3,086
2,807
2,005
1 ,804
4,114
1,080
608
1 ,470
750
608
750
3,034
2,478
1,337
1,255
1,197
3,364
506
551
191
251
266
673
506
551
191
251
266
673
[ ][ ][ ]Project: Elliot SFR Addition
[ ][ Edward W. Marshall, P.E.
[ ] 2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145
Input Data
Section 4
2000.Nov.09 13:24
(c) 2000 E W Marshall
SFR Addition
Initial floorplan,
DW
25
Snow
0
####
Project Data
Project: Elliot
Run Description
####
Diaphragm Data
ID Level
A 0
####
Diaphragm Wind Integration Data
Parent %,ID (%,ID...)
A 100,A
####
Diaphragm Ed Integration Data
Parent % ID (%,ID..
A 100,A
####
revised 11/09/2000 13:14
Wind
18.51
NSLeng
12
EWLeng
32
Plate
8
NSWind
9
EWWind
12
Line of Force
LOF
1
2
3
####
Panel
Panel
1
2
3
4
5
6
####
Corner
ID
A
####
End of
NS%
0
100
100
Data
LOF
2
2
1
1
1
3
Tiedown
Panel
2
File
Data
EW%
100
0
0
Length
6
4.5
7
5
4.5
5
V/W
20
20
20
PLateH
8
8
8
8
8
8
%,ID
100, A
50, A
50, A
Voids
0
0
0
0
0
0
(%,ID
PierH
7
7
4
4
4
4
Combinations
A Panel B
3
WVert
60
60
60
60
60
60
EVert
60
60
60
60
60
60
t ][[ ][[ ]
][ JProject: Elliot SFR Addition
Edward W. Marshall, P.E.
2044 Wildhorse Lane, Big Bear City CA 92314-9024
800.337.7083 * 909.584.1190 * Fax 815.327.9145
Section 5
2000.Nov.09 13:24
(c) 2000 E W Marshall
Shear Schedule, Tie Down Table
revised 25 September, 2000 15:35
Allowable Shear for Wind or Seismic Forces, Structural I Panels,
Table 23-II-I-1 Values, 1997 UBC (notes 1, 2, 3)
Panel
Callout
A
B
C
D
E
F
D-D
E-E
F-F
15/32" APA Min. Mudsill LTP4/A35
Shear Struct. I /Framing at 5/8" A.B. Std/H1 Sill Nailing
Vmax Sheathing Panel edges (note 4) (note 5) 16d
280
350
430
550
730
870
1,100
1,460
1,740
8d*
8d*
8d*
8d*
8d*
10d
8d*
8d*
10d
* Use
-6
-4
-4
-3
-2
-2
-3
-2
-2
"o,
"0,
"0.
"0,
"0,
"0.
"o
"0
"0
•10d
.0.
.c.
.c.
.c.
,c.
.c .
.c.
.c.
.c .
(6)
(6)
(6)
(6)
(6)
,(6)
(6)
fasteners
2x
2x
3x
3x
3x
3x
3x
3x
3x
over
48
36
36
32
24
18
16 (6)
12 (6)
9 (6)
G.W.B.
18/48
16/48
12/24
9/16
7/10
6/ 8
9/16 (7)
7/10 (7)
6/ 8 (7)
8
5
5
4
3
3
4
3
3
(8)
(8)
(8)
NOTES:
1. panel edges blocked with min. 2"-nominal or wider framing, 16" stud
spacing, common, not sinker, nails or galv. box nails.
2. 5/8" T1-11 nailed through 5/8" section may be used.
3. 12" o.c. spacing in field, typical all callouts.
4. 2 x 2 x 3/16 plate washers are required at all anchor bolts.
5. One each (1) H1 seismic tie required at each truss.
6. Staggered.
7. Both sides of panel.
8. (2) rows at table spacing. Double blocking/double rim.
Allowable Tension, Simpson StrongTie Holddowns, Straps, Catalog C-99 (1, 2, 3)
Anchor Threaded
T max Holdown Stud Bolt CL SO Rod T max Strap Stud
1,656
3,480
4,565
5,585
7,120
8,910
11 ,080
15,305
HTT161
HTT16
HTT22
PHD6
PHD8
HD10a
HD143 (5)
HD15 (5,6)
2x
4x
4X
4X
4x
4x
4x
6x
SSTB20
SSTB20
SSTB24
SSTB28
SSTB28
SSTB28
1 x 42
1-1/4 x 44
1-3/8
1-3/8
1-3/8
1-3/8
1-3/8
2-1/16
2-3/16
2-1/8
1/2
1/2
1/2
1-5/8
1-5/8
9/-16
5/8
3-5/8
(4)
(4)
(4)
5/8
5/8
5/8
7/8
7/8
7/8
1
1-1/4
1
2
3
5
5
,000
,145
,375
,035
,855
LSTA36
MSTC40
MSTC52
MSTC66
MSTC78
2x
4x
4x
4x
4x
NOTES: 1. See Simpson StrongTie Catalog for manufacturer's written instructions.
2. Washers are required under stud bolt nuts.
3. SO = Min. plate standoff height, CL = Stud face to bolt centerline.
4. Estimated.
5. 36" minimum embedment.
6. HD15 requires standard washer between base plate and,nut.
Certificate of Compliance: Residential CF-1R
Elliot Addition [
Project Title
'465 Chestnut Avenue,
bate
lQ/24/00
Carlsbad
Project Address
DELL CO. ; ; ;
Documentation Author
Package D__
Compliance Method (Package or Computer)
(760}. 940=0064..
Telephone
7
Climate Zone
Building Permit #
Plan Check / Date
Field Check / Dote
Enforcement Agency Use Only
GENERAL INFORMATION
Total Conditioned Floor Area: 352 _sg.ft.
Building Type:
(check one or more)
Single Family Detached (SFD)[X] Addition Alone
__ Single Family Attached (SFA) EU Existing Building
Lj Multi-Family [j Existing Plus Addition
ALLOWED GLAZING
352 X 20%REMOVED GU\ZING
5050(25)
TOTAL ALLOWED
PROPOSED GLAZING
2-2x2(8)+ 6040(24)
+2-5040(40)+3014(4)
= 70.4sq.ft.
= 25.0sq.ft.
= 95.4sq.ft.
= 76.0sq.ft.
Front Orientation: _Sojjth__
Number of Dwelling Units:
BUILDING SHELL INSULATION
Component
Type
/?-30 Roof
1.00 Floor Construction Type:- Slab on Grade
Const.
Assembly
U-Value
0.035
Location/Comments
(attic, to garage, typical, etc.)
Addition
R-13 Exterior Wall 0.088 Addition
FENESTRATiON
Fenestration
Orientation
Shading Devices
Area Fenestration Interior Exterior Overhang Side Fins Framing
(SF) U-Value SHGR (roller blind.etc.) (shadescreen.etc.) Yes/No Yes/No Type
'. D LI D D
44
24
0.75
0.75
8 QJS
NR Standard Drape
NR Standard Drape
..MR... it/A :
Standard Bug Screen ! j [Xj
QStandard Bug Screen l_j (Xj• h n
N/A i : :... U LJ_ n n
mil
ML
THERMAL MASS
Type/Covering
(slab/tile, etc.)
NR
Exposed
Yes/Noa aa a
Area
(SF)
LJ
Thickness
(inches)Location / Description (kitchen, bath, etc.)