HomeMy WebLinkAbout2624 COLIBRI LN; ; CB100872; Permit07-27-2010
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: CB100872
Building Inspection Request Line (760) 602-2725
2624 COLIBRI LN CBAD
RESDNTL Sub Type:
2155341600 Lot#:
$10,000.00 Construction Type:
Reference #:
0 Structure Type:
0 Bathrooms:
KRIKES:ADD 81SF PORCH ON FRONT
RAD
0
NEW
Status: ISSUED
Applied: 05/18/2010
Entered By: JMA
Plan Approved: 07/27/2010
Issued: 07/27/2010
Inspect Area:
Orig PC#:
Plan Check #
Applicant:
CAROLINE DOOLEY
2979 STATE ST
'C'
CARLSBAD 92008
760-815-8748
Owner:
KRIKES NICHOLAS P JR&BACHMAN-KRIKES MARY E FAMIL
2624 COLIBRI LN
CARLSBAD CA 92009
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
HMP Fee
Pot. Water Con. Fee
Meter Size
Add'l Pot. Water Con. Fee
Reel. Water Con. Fee
Green Bldg Stands (SB1473) Fee
$117.81 Meter Size
$0.00 Add'l Reel. Water Con, Fee
$76.58 Meter Fee
$0.00 SDCWA Fee
$0.00 CFD Payoff Fee
$1.00 PFF (3105540)
$0.00 PFF (4305540)
$0.00 License Tax (3104193)
$0.00 License Tax (4304193)
$0.00 Traffic Impact Fee (3105541)
$0.00 Traffic Impact Fee (4305541)
$0.00 Sidewalk Fee
$0.00 PLUMBING TOTAL
$0.00 ELECTRICAL TOTAL
$0.00 MECHANICAL TOTAL
$0.00 Housing Impact Fee
$0.00 Housing InLieu Fee
$0.00 Housing Credit Fee
Master Drainage Fee
$0.00 Sewer Fee
$0.00 Additional Fees
$1.00
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
$20.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$0.00
$216.39
Total Fees:$216.39 Total Payments To Date:$216.39 Balance Due:$0.00
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 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 previously been given a NOTICE similar to this, or as to which the statute of limitations has previously otherwise expired.
07-27-2010
City of Carlsbad
1635 Faraday Av Carlsbad, CA 92008
Storm Water Pollution Prevention Plan (SWPPP) Permit
Permit No:SW100199
Job Address:
Permit Type:
Parcel No:
Reference #:
CB#:
Project Title:
2624 COLIBRI LN CBAD
SWPPP
2155341600
100872
KRIKES RESIDENCE
Add front porch to entry
Applicant:
DOOLEY CAROLINE
760-815-8748
Emergency Contact:
NICK KRIKES
760-845-9954
Status: ISSUED
Lot#: 66 Applied: 07/14/2010
Entered By: LO
Issued: 07/27/2010
Inspect Area:
Tier: 1
Priority: L
Owner:
KRIKES NICHOLAS P JR&BACHMAN-KRIKES MARY E FAMIL
2624 COLIBRI LN
CARLSBAD CA 92009
SWPPP Plan Check
SWPPP Inspections
Additional Fees
$45,00
$54.00
$0.00
TOTAL PERMIT FEES $99.00
Total Fees:$99.00 Total Payments To Date:$99.00 Balance Due:$0.00
APPROVAL
DATE J I &CLEARANCE.
CITY OF
CARLSBAD
luilding Permit Application
1635 Faraday Ave., Carlsbad, CA 92008
760-602-2717 / 2718/2719
Fax: 760-602-8558
www.carlsbadca.gov
Plan Check No.
DESCRIPTION OF WORK: Include Square Feet of Affected Areafs)~
CONTACT NAME (If Different Font Applicant)
(Sec. 7031.5 Business dhd 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 theapplicant 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 theBusiness and Professions Code) or that he is exempt therefrom, and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a
civil penalty of not more than five hundred dollars ($500)).
Workers' Compensation Declaration: I hereby affirm under penalty of perjury one of the following declarations:
d 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.
LTJ 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 workers' compensation insurance carrier and policy
number are: Insurance Co Policy No. , Expiration Date
This section need not be completed if the permit is for one hundred dollars ($100) or less.
n 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.
^CONTRACTOR SIGNATURE d AGENT DATE
/ hereby affirm that I am exempt from Contractor's License Law for the following reason:
O 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).
ty 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).
D I am exempt under Section Business and Professions Code for this reason:
1.1 personally plan to provide the major labor and materials for construction of the proposed property improvement. O Yes
2.1 (fjayfl/ have not) signed an application for a building permit for the proposed work.
3.1 have contracted with the following person (firm) to provide the proposed construction (include name address / phone / contractors' license number):
4.1 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 / contractors' license number):
5.1 will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name / address / phone / type of work):
^PROPERTY OWNER SIGNATURE OAGENT DATE
Is the applicant snuture 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-Tanh^fHazardous Substance Account Act? DYes 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? D Yes O No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? O Yes a No
IF ANY OF THE ANSWERS ARE YES,/
EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
I hereby affirm that there is a construction lending agency for the performance of the work 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 comect and that the information on Die plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned properly 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 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 ptovistens 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 (he build>g^npkauthpTzed by such peij|rissHSp^dedcfab/^drjned at any time after the work is comme^
^APPLICANT'S SIGNATURE ( AA/I Y\A/\M^ \ {J(/ I f ^L£^ 1 DATE
City of Carlsbad Bldg Inspection Request
For: 11/04/2010
Permit* CB100872
Title: KRIKES:ADD 81SF PORCH ON FRONT
Description:
Inspector Assignment: MC
Type:RESDNTL Sub Type: RAD
Job Address: 2624 COLIBRI LN
Suite: Lot: 0
Location: Inspector:
OWNER KRIKES NICHOLAS P JR&BACHMAN-KRIKES MARY E FAMIL
Owner: KRIKES NICHOLAS P JR&BACHMAN-KRIKES MARY E FAMIL
Remarks:
Phone: 7608032120
Total Time:
CD Description
19 Final Structural
29 Final Plumbing
39 Final Electrical
49 Final Mechanical
Requested By: BOB
Entered By: CHRISTINE
Act Comments
Com ments/Notices/Holds
Associated PCRs/CVs/SWPPPs Original PC#
SW100113 WITHDRAW KRIKES RESIDENCE; Add front porch to entry
SW100199 ISSUED KRIKES RESIDENCE; Add front porch to entry
Inspection History
Date Description Act
10/08/2010 11 Ftg/Foundation/Piers AP MC
09/22/2010 17 Interior Lath/Drywall WC MC
09/22/2010 18 Exterior Lath/Drywall AP MC
09/17/2010 14 Frame/Steel/Bolting/Welding AP PY
09/17/2010 34 Rough Electric AP PY
09/15/2010 14 Frame/Steel/Bolting/Welding CO MC
08/20/2010 15 Roof/Reroof AP TP
08/04/2010 11 Ftg/Foundation/Piers AP MC
Insp Comments
ENTRY STEEL AT COLUMNS
ENTRY ONLY
1127 GS, NOTICE
2 - COLUMN FOOTINGS ONLY PER 52/8
*/
CITY OF
CARLSBAD
UNSCHEDULED
SWPPP
INSPECTION
B-49
Development Services
Building Division
1635 Faraday Avenue
Carlsbad CA 92008
760-602-2700
DATE:INSPECTOR:
PERMIT#: SW EMER CONTACT:
PHONE #:
JOB ADDRESS:
CODE DESCRIPTION ACT COMMENTS
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RE-CHECK DATE:
B-49 Page 1 of 1 Rev. 06/10
City of Carlsbad
Public Works Engineering
BUILDING PLANCHECK CHECKLIST
DATE:
BUILDING ADDRESS:
PROJECT DESCRIPTION:
ASSESSOR'S PARCEL NUMBER:
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.
D A Right-of-Way permit is required prior to
construction of the following improvements:
DENIAL
le attached report of deficiencies marked
ake necessary corrections to plans or
is for compliance with applicable codes and
standards. Submit corrected plans and/or
specifications to this office for review.
Date:
Date:
Date:
By:
By:
FOR OFFICIAL USE ONLY
ENGINEERING AUTHORIZATION TO ISSUE BUILDING PERMIT:
By:
WarerowMiy i
Date; fof ^ j
ATTACHMENTS
D Dedication Application/Checklist
D Encina Wastewater Screening Survey
ED Encroachment Application/Checklist
d Final Map (Reference)
D Grading Plan Application/Checklist
D Improvement Application/Checklist
D Neighborhood Improvement Agreement
D Right-of-Way Permit Submittal Checklist
, and Information Sheet
0 Storm Water Compliance
1Q Other Rl/UlA
ENGINEERING DEPARTMENT CONTACT PERSON
Name: Linda Ontiveros
City of Carlsbad
Address: 1635 Faraday Avenue, Carlsbad, CA 92008
Phone: (760) 602-2773 Fax: (760) 602-1052
Email: Linda.Ontiveros@carlsbadca.gov
CFD INFORMATION
Reference No(s):
Lot No.:
Recordation:
Subdivision/Tract:
1635 Faraday Avenue • Carlsbad, CA 92008-7314 • (76O) 602-2720 • FAX (760) 602-8562
BUILDING PLANCHECK CHECKLIST
SITE PLAN
1 . Provide a fully dimensioned site plan drawn to scale. Show:
Arrow FJ Right-of-Way Width & Adjacent Streets
Existing & Proposed Structures vt3r Driveway widths
Street Improvements H. Existing or proposed sewer lateral
roperty Lines (show all dimensions) I. Existing or proposed water service
E. Easements J. Existing or proposed irrigation service
K. Submit on signed/approved plans
DWG No.
2. Show on site plan:
A. Drainage Patterns- eke UW
1 . Building pad surface drainage must maintan 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.
Show all existing use of SF and new proposed use of SF.
Example:
Tenant Improvement for 3500 SF of warehouse to 3500 SF of office.
EXISTING PERMIT NUMBER DESCRIPTION
BUILDING PLANCHECK CHECKLIST
2ND 3RD DISCRETIONARY APPROVAL COMPLIANCE
4a. Project does not comply with the following Engineering Conditions of approval for
Project No. _
D 4b. All conditions are in compliance. Date:
DEDICATION REQUIREMENTS
D 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 $ 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
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:
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 $441 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:
BUILDING PLANCHECK CHECKLIST
• ST -,ND jRD IMPROVEMENT REQUIREMENTS continued
D D D 6c. Enclosed please find your Neighborhood Improvement Agreement (NIA).
return agreement signed and notarized to the Engineering Department.
Please
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.
ODD
D
D
D
GRADING PERMIT REQUIREMENTS
The conditions that invoke the need for a grading permit are found in Section
15.16.010 of the Municipal Code.
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). 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:
7c. Graded Pad Certification required. (Note: Pad certification may be required even
if a grading permit is not required.)
7d .No Grading Permit required.
7e. If grading is not required, write "No Grading" on plot plan.
MISCELLANEOUS PERMITS
D RIGHT-OF-WAY PERMIT
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. To see current requirements, visit
our website: www.carlsbadca.gov/development-forms
Right-of-Way permit required for: /^Qt(£ ^jffiCU £ IQE^AMT,
BUILDING PLANCHECK CHECKLIST
ST1
D
2
n
,ND ,RD INDUSTRIAL WASTE PERMIT
9. If your facility is located in the City of Carlsbad sewer service area, you must
complete the attached Industrial Wastewater Discharge Permit Screening Survey.
Fax or mail to Encina Wastewater Authority, 6200 Avenida Encinas, Carlsbad, CA
92011, (760) 438-3941, Fax (760) 476-9852.
D D D
D D /D
D D
STORM WATER REQUIREMENTS
Construction Compliance
10a. Project Threat Assessment Form complete.
10b. Enclosed Project Threat Assessment Form incorrectly completed. Please
make the corrections, re-sign a new form and resubmit with next submittal.
10c. Requires Tier 1 Storm Water Pollution Prevention Plan
Please complete attached form and return (SW IQ-II^? )
10d. Requires Tier 2 Storm Water Pollution Prevention Plan. Requires submittal of
Tier 2 SWPPP payment of processing fee, and review by City
B/
D D
D
D
D
D D
D
n
D
n
n
n
Post-Development (SUSMP) Compliance
10e. Storm Water Standards Questionnaire complete.
10f. Stormwater Standards Questionnaire incorrectly completed. Please make the
corrections, re-sign the questionnaire and resubmit with next submittal.
10g. Project is subject to Standard Stormwater Requirements. See City
Standard Urban Stormwater Management Plan (SUSMP) for reference.
10h. Disconnect Discharges per SUSMP. Do not connect runoff from impervious
surfaces to storm drains without first discharging water over landscape areas
first. See SUSMP.
10i. Minimize use of impervious surfaces per SUSMP. Redesign to reduce the
excessive use of impervious area (pavement) on project. Use a balanced
design of pervious surfaces (landscape area, planters, etc.) and impervious
surfaces. See SUSMP.
10j. Trash Storage areas must be designed per City Standards (GS-16) to avoid
contact with storm runoff.
10k. Project is subject to Priority Development Project Requirements
101. Prepare and submit of a Storm Water Management Plan (SWMP). Requires
payment of processing fee and review by City.
10m. Project does not comply with recommendations of the approved SWMP.
Redesign to comply and resubmit.
5 .
BUILDING PLANCHECK CHECKLIST
1ST 2ND 3RD DEVELOPMENT FEES
0 CH D 11. • Required fees have been entered
Q More information needed
Q No fees required
WATER METER REVIEW
D 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 receive "standard" 1" service with 5/8" meter.
• All residential units that need to be fire sprinkled receive a 1" meter. See
Carlsbad Municipal Code Section 17.04.230 for Automatic fire extinguishing
systems criteria.
• 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). 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.
NOTE: Upon declaration of Drought Response Level 3 condition, no new
potable water service shall be provided and no new temporary meters or
permanent meters shall be provided. See Ordinance 44 for more information.
f"~| d 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 irrigation service should look
like:
STA1+00 Install 2" service and
1.5: meter (estimated 100 gpm)
6 Rev. 2/02/09
BUILDING PLANCHECK CHECKLIST
3RD WATER METER REVIEW continued
O 12b. Irrigation Use (continued)
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 service boundary, the City is in
the process of switching these irrigation services/meters to a new recycled water line
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, the City of Carlsbad cannot guarantee
the refund. The applicant must deal with the SDCWA for this.
D D D 13. Additional Comments:
SECTION 1: DETERMINE YOUR STORMWATER REQUIREMENTS
to demonstrate that your project meets all applicable storm water guidelines in this sub-
Section and be required to implement the applicable source control BMP's as listed in
Appendix 1.
Applicants with projects subject to Standard Stormwater Requirements shall evaluate the
project site conditions and shall incorporate methods to minimize the introduction of
pollutants generated by urban runoff from the project.
Standard Stormwater Requirements involve incorporating the following applicable
techniques into your project design:
> MINIMIZE IMPERVIOUS SURFACES
Applicants shall apply a design approach that uses a balance of pervious and
impervious surfaces in their project. With new and redevelopment projects applicants
shall limit the use of impervious surfaces. Using excessive impervious surfaces tend to
increase the potential of pollutant contact with urban runoff and increase runoff. The
Applicant should also explore the use of installing pervious pavement or pavers on
walkways to reduce the imperviousness of the project.
> DISCONNECT DISCHARGES
Applicants shall filter urban runoff from impervious areas by disconnecting discharges.
Applicants should evaluate their design and make the necessary changes so they do not
directly connect runoff from impervious surfaces to storm drains, conveyance systems
and/or water courses.
Prior to discharge, runoff from impervious surfaces should, to the maximum extent
practicable, discharge over landscaped/planter areas or pervious surfaces to promote
infiltration and/or vegetative contact. Roof drains, driveways, walkways, parking
areas, and patios should be designed to drain over turf or landscape areas prior to being
collected by storm drain inlets. Using vegetated areas in your landscape design to
intercept and filter runoff is an encouraged approach.
To address potential pollutants from being discharged directly to storm drains, storm
drain inlets should not be installed within impervious surfaces. If inlets are necessary
to collect runoff from impervious surfaces, then the drain system should be discharged
over pervious/landscape areas prior to discharge from the site.
When designing new storm water sump-pumps that serve areas that cannot drain by
gravity means, design the discharge of the sump-pump so that is drains over
landscape/turf area prior to discharge from the site. The pump discharge should also
be managed to avoid erosive velocities.
City of Carlsbad SUSMP— March 24,2010
^ ^ -S V* \ ) ^ \
±±±±i±r=
PLANNING/ENGINEERING APPROVALS
PERMIT NUMBER CB100872 DATE 5/18/10
ADDRESS 2624 COLIBRI LN
RESIDENTIAL ADDITION-
MINOR (<17,000.00)
RETAINING WALL
VILLAGE FAIRE
POOL/SPA
TENANT IMPROVEMENT
COMPLETE OFFICE BUILDING
OTHER PORCH
PLANNER GINA RUIZ
ENGINEER
DATE 5/18/10
DATE
H:\ADMIN\COUNTER/PUNNING/ENCINEERlNC APPROVALS
Parker
Structural Engineering, Inc.
204 N. El Camino Real #E246 Encinitas, CA 92024 760.436.1223 (phone) 760.436.1239 (fax) parkerstructural@yahoo.com
STRUCTURAL CALCULATIONS FOR
KRIKES RESIDENCE PORCH ADDITION
2624 COLIBRI LANE
CARLSBAD, CA 92009
ARCHITECT: CAROLINE F. DOOLEY
JOB NO. 10113
MAY 17, 2010
PLAN CHECK SUBMITTAL
TABLE OF CONTENTS
DESIGN CRITERIA
PORCH ROOF FRAMING
LATERAL ANALYSIS
PORCH FOUNDATION
MISCELLANEOUS
1-2
3-5
6-9
10
11
JOB Krikes Porch Addition JOBS
SHEET NO.I OF
tructura f CALCULATED BY BP DATE
Encinitas, CA
Phone: 760.436.1223
Fax: 760.436.1236
10113
5/10
CHECKED BY REV DATE
DESIGN CRITERIA
CODE:
2006 International Building Code (IBC)
2007 California Building Code (CBC)
COORDINATES:
LAT. = 33.110
LONG. = -117.249
SEISMIC:
WIND:
SDC= D
l= 1.0
SOIL SITE CLASS = D
R= 2
Q= 2.0
Ss= 1.108
S,= 0.419
Fa= 1.057
Fv= 1.581
Sds = 0.781
Sd1 = 0.441
Rho= 1.00
(assumed)
(cantilever columns/inverted pendulum)
V = Sds/R = 0.391 W
V*Rho = 0.391 W
0.7xV = 0.273 W
LRFD
ASD
85 MPH
EXP B
3-sec gust speed
WOOD: 2005 NDS (2006 IBC)
2x, 3x, 4x Douglas Fir-Larch No. 2
>4x Douglas Fir-Larch No. 1
SOIL: Allow, soil bearing = 1500 psf (Class 5 assumed per IBC Table 1804.2)
C:\PSE\Projects\Residences\Krikes Porch 10113\Krikes Porch Design Loads 5/11/2010
Structural Engm&erir.
Encinitas, CA
Phone: 760.436.1223
Fax: 760.436.1236
JOB Krikes Porch Addition JOB*10113
SHEET NO.OF
CALCULATED BY BP DATE 5/10
CHECKED BY REV DATE
SCALE
DESIGN LOADS
PORCH ROOF
DEAD LOADS
Concrete S-Tile
1/2" Ply
2x6 Rafters @ 24"
Stucco Ceiling
Miscellaneous
Dead Load
Live Load
(PSf)
10.0
1.7
1.0
10.0
0.3
23.0
18.0
EXISTING ROOF
6:12 slope
DEAD LOADS I (psf)
Concrete S-Tiie
1/2" Ply
2x Ra. or trusses @ 24"
1/2" Gyp. Ceiling
Miscellaneous
Dead Load
Live Load
10.0
1.7
1.5
2.2
L_ 1.6
17.0
17.0 7:12 slope
C:\PSE\Projects\Residences\Krikes Porch 10113\Krikes Porch Design Loads 5/13/2010
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Parker Structural Engineering, Inc. SHEET NO. *4 OF
CALCULATED BY DATE &7 IUEncinitas, CA 92024
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Parker Structural Engineering, Inc. SHEET NO OF_
Encinitas, CA 92024 ' CALCULATED BY DATE.
SCALE
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Conterminous 48 States 2^2 f Cm&l^
2006 International Building Code
Latitude = 33.11
Longitude = -117.249
Spectral Response Accelerations Ss and S1
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Data are based on a 0.009999999776482582 deg grid spacing
Period Sa
(sec) (g)
0.2 1.108 (Ss, Site Class B)
1.0 0.419 (S1, Site Class B)
Conterminous 48 States
2006 International Building Code
Latitude = 33.11
Longitude = -117.249
Spectral Response Accelerations SMs and SM1
SMs = Fa x Ss and SM1 = Fv x S1
Site Class D - Fa = 1.057 ,Fv = 1.581
Period Sa
(sec) (g)
0.2 1.171 (SMs, Site Class D)
1.0 0.662 (SM1, Site Class D)
Conterminous 48 States
2006 International Building Code
Latitude = 33.11
Longitude = -117.249
Design Spectral Response Accelerations SDs and SD1
SDs = 2/3 x SMs and SD1 = 2/3 x SM1
Site Class D - Fa = 1.057 ,Fv = 1.581
Period Sa
(sec) (gj_
0.78JJSDS Site Class_px
Conterminous 48 States
2006 International Building Code 7
Latitude = 33.11
Longitude = -117.249
MCE Response Spectrum for Site Class B
Ss and S1 = Mapped Spectral Acceleration Values
Site Class B - Fa = 1.0 ,Fv = 1.0
Period
(sec)
0.000
0.076
0.200
0.378
0.400
0.500
0.600
0.700
0.800
0.900
1.000
1.100
1.200
1.300
1.400
1.500
1.600
1.700
1.800
1.900
2.000
Sa
(g)
0.443
1.108
1.108
1.108
1.047
0.837
0.698
0.598
0.523
0.465
0.419
0.381
0.349
0.322
0.299
0.279
0.262
0.246
0.233
0.220
0.209
Sd
(inches)
0.000
0.062
0.433
1.545
1.636
2.045
2.454
2.863
3.272
3.681
4.090
4.499
4.908
5.317
5.726
6.135
6.544
6.953
7.362
7.771
8.180
Conterminous 48 States
2006 International Building Code
Latitude = 33.11
Longitude = -117.249
Site Modified Response Spectrum for Site Class D
SMs = FaSs and SM1 = FvS1
Site Class D - Fa = 1.057 ,Fv = 1.581
Period Sa Sd
(sec) (g) (inches)
0.000 0.469 0.000
0.113 1.171 0.146
0.200
0.565
0.600
0.700
0.800
0.900
1.000
1.100
1.200
1.300
1.400
1.500
1.600
1.700
1.800
1.900
2.000
1.171
1.171
1.103
0.946
0.827
0.735
0.662
0.602
0.552
0.509
0.473
0.441
0.414
0.389
0.368
0.348
0.331
0.458
3.654
3.880
4.527
5.173
5.820
6.467
7.113
7.760
8.407
9.053
9.700
10.347
10.993
11.640
12.287
12.933
Parker Structural Engineering, Inc.
Encinitas, CA 92024
Phone: 760.436.1223
Fax: 760.436.1239
JOB.
SHEET NO..
CALCULATED BY_
CHECKED BY
SCALE
OF_
DATE.
JOB_
Parker Structural Engineering, Inc.
Encinitas, CA 92024
Phone: 760.436.1223
Fax: 760.436.1239
SHEET NO OF_
CALCULATED BY
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