HomeMy WebLinkAbout1740 KIRK PL; ; CBR2024-1759; PermitBuilding Permit Finaled
Residential Permit
Print Date: 03/05/2025
Job Address: 1740 KIRK PL, CARLSBAD, CA 92008-3621
Permit Type: BLDG-Residential Work Class: Alteration
Parcel#: 2072603900 Track#:
Valuation: $119,891.20 Lot#:
Occupancy Group: R-3/U Project#:
#of Dwelling Units: Plan#:
Bedrooms:
Bathrooms:
Construction Type:V-B
Orig. Plan Check #:
Occupant Load: Plan Check #:
Code Edition: 2022
Sprinkled: No
Project Title:
Description: LECOMPTE: (2080 SF) INTERIOR REMODEL, NEW PATIOS (2)
Applicant:
OZ DESIGN LAB
OSCAR ZAZUETA
1522 1ST ST, # APT X202
CORONADO, CA 92118-1560
FEE
BUILDING PLAN CHECK
PATIO -FRAME WITH COVER
PLUMBING, MECHANICAL & ELECTRICAL PERMITS
REMODEL-RESIDENTIAL -OTHER
SB1473-GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION -RESIDENTIAL (SMIP)
SWPPP INSPECTION TIER 1 -Low BLDG
SWPPP PLAN REVIEW TIER 1 -Low
Total Fees: $2,833.27 Total Payments To Date: $2,833.27
Permit No:
Status:
{"Cityof
Carlsbad
CBR2024-1759
Closed -Finaled
Applied: 07/03/2024
Issued : 10/25/2024
Finaled Close Out: 03/05/2025
Final Inspection: 02/20/2025
INSPECTOR: de Roggenbuke, Dirk
Balance Due:
Alvarado, Tony
AMOUNT
$758.68
$238.00
$228.00
$1,201.00
$5.00
$15.59
$302.00
$85.00
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." 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 limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
' ( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
8-1
Plan Check t'Bti.ioit-I15'1
Est. Value f L/ 1 iq _ ·*
PC Deposit _1_J __ ~_~[_.~K_-__
Date ] -P _,, J-o--z_,:1
Job Address 1740 Kirk Place Unit: APN: 207-260-39-00 -----·
CT/Pro1· ect #: Lot #: Year Built: 1972 --------------------------------
BRIEF DESCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING 1 STORY SINGLE FAMILY DWELLING,
2 NEW TRELLISED PATIOS;-f,.IE;lOI J H TA I.L l'llsT A I1\IING VVA bl
0 New SF: Living SF, ____ Deck SF, ___ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Un it? O Y O N New Fireplace? O YO N , if yes how many? _2 ___ _
D Remodel: 2,080 SF of affected area Is the area a conversion or change of use? O Y G N -----
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
0 Solar: ___ KW, ___ Modules, Mounted: 0Roof O Ground, Tilt: 0 YON, RMA : 0 YO N,
Battery:OYC N, Panel Upgrade: OY ON Electric Meter number: -------------
0th er:
APPLICANT (PRIMARY CONTACT)
Name: Oscar Zazueta
Address: 1522 First Street X-202
City: Coronado State:_C_A __ Zip: 921 18
Phone: 619-302-3857
Email: oscar@ozdesignlab.com
PROPERTY OWNER
Name: Andre Lecompte
Address: 1740 Kirk Place
City: Carlsbad
Phone: 858-210-5466
Email: andrewinston@live.com
DESIGN PROFESSIONAL CONTRACTOR OF RECORD
State:_C_A __ Zip:92008
Name: __________________ Business Name: ________________ _
Address: Address: __________________ _
City: ________ .State:. ___ .Zip: ____ _ City: _______ State: ___ .Zip: ______ _
Phone: _________________ _ Phone: __________________ _
Email: _________________ _ Email: ___________________ _
Architect State License: ___________ _ CSLB License #: _______ Class: _______ _
Carlsbad Business License# (Required): _______ _
APPLICANT CERTIFICATION: I certify that I have read the applicatian and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State laws relating to building construction. ~
NAME (PRINT): Oscar Zazueta SIGN:..: _..;:::.,~..:..&...-f-1--~-DATE: 06/26/2024
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
REV. 04122
( City of
Carlsbad
Job Address 1740 Kirk Place
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check ________ _
Est. Value
PC Deposit
Date
Unit: APN: 207-260-39-00 -----
CT/Project #: __________________ lot #: ____ Year Built: _________ _
BRIEF DESCRIPTION OF WORK: INTERIOR REMODEL OF EXISTING 1 STORY SINGLE FAMILY DWELLING, 2 NEW TRELLISED PATIOS
0 New SF: Living SF, ____ Deck SF, ___ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YON , if yes how many? _2 ___ _
D Remodel: 2080 SF of affected area Is the area a conversion or change of use? O Y G N -----
□ Pool/Spa: ____ SF Additional Gas or Electrical Features?_Y_es ___________ _
O Solar:. ___ KW, ___ Modules, Mounted:QRoof OGround, Tilt: 0Y0 N, RMA: OY O N,
Battery:O YC N, Panel Upgrade: Ov ON Electric Meter number: -------------
0th er:
APPLICANT (PRIMARY CONTACT)
Name: Oscar Zazueta
Address: 942 Orange Ave 542
City: Coronado State:_C_A __ .Zip: 92118
Phone: 619.302.3857
Email: oscar@ozdesignlab.com
DESIGN PROFESSIONAL
Name: Oscar Zazueta
Address: 942 Orange Ave 542
City: Coronado State:_C_A __ .Zip: 921 18
Phone: 619.302.3857
Email: oscar@ozdesignlab.com
PROPERTY OWNER
Name: Andre Lecompte
Address: 1603 Frazier Ave
City: Carlsbad State:_C_A __ Zip: 92008
Phone: 805-290-6274
Email: ANDREWINSTON@LIVE.COM
CONTRACTOR OF RECORD
Business Name:. ________________ _
Address: __________________ _
City: _______ State: ___ Zip: ______ _
Phone: __________________ _
Email: ___________________ _
Architect State License: ___________ _ CSLB license #: _______ Class: _______ _
Carlsbad Business license# (Required): _______ _
APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State laws relating to building construction. ~
NAME (PRINT): Oscar Zazueta SIGN_: _ ____, ____ ...,,....~_, _DATE: 10/23/2024
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
REV. 04/22
THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING
THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.
(OPTION A): LICENSED CONTRACTOR DECLARATION:
lherebyaffirmunderpenaltyofperjurythatlamlicensedunderprovisionsofChapter9(commencingwithSection7000)ofDivision3
of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the
following declarations (CHOOSE ONE}:
D i have and will maintain a certificate of consent to self-insure for workers' compensation pro~ided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy No. ___________________________________________ _
-OR-
D I have and will maintain worker's 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 Company Name: _______________________ _
Policy No. _____________________________ Expiration Date: ________________ _
-OR-
D 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 $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
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: ______________________ _
CONTRACTOR CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are
not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show
the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed
use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation.
All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): __________ SIGNATURE: __________ DATE: ______ _
Note: If the person signing above is an authorized agent for the contra t . "d tter of authorization on contractor letterhead.
-OR-
(OPTION B}: OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt f ram Contractor's License Law for the following reason: D 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).
-OR-
~ 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).
-OR-
D I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
AND,
liJ FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
co ntractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is
submitted or at the following Web site: http: I lwww.leginfo.ca.gov/ ca/aw.html.
OWNER CERTIFICATION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility
easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved
for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct
dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each
building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All
improvements existing on the property were completed in accordance with all regulations in existence at the ti otherwise noted.
NAME (PRINT): Andre Lecompte
Note: If the erson si nin above is an authorized a ent for the ro
1635 Faraday Ave Carl sbad, CA 92008 Ph: 442-339-2719 ~ Email: Building@carlsbadca.gov
REV. 04/22
I.
II.
{_ City of
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
8-61
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address l I fo \?1 ~ ~c,,g
The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and the possible risks associated with typical construction activities issued
in your name as the Owner-Builder.
The City will not issue a construction permit until you have read and initialed your understanding of each
provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner
cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and
it is accepted by the City of Carlsbad.
INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of the form. These are very important construction
related ac ledgments designed to inform the property owner of his/her obligations related to the requested
derstand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner·
er" building permit that erroneously implies that the property owner is providing his or her own labor and
material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries
sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's
not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of
my insurance coverage for injuries to workers on my property.
'~~-· unde s and building permits are not required to be signed by property owners unless they are responsible
const ction and are not hiring a licensed contractor to assume this responsibility.
derstand as an "Owner---Builder" I am the responsible party of record on the permit. I understand that I
myself from potential financial risk by hiring a licensed contractor and having the permit filed in his
stand contractors are required by law to be licensed and bonded in California and to list their license
ber n permits and contracts.
__ I understand if I employ or otherwise engage any persons, other than California licensed contractors, and
the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be
considered an "employer" under state and federa l law.
1 REV. 08/20
Owner-Builder Acknowledgement Continued
VI. -'--~.,.. erstand if I am considered an "employer" under state and federal law, I must register with the state
a federal government, withhold payroll taxes, provide workers' compensation disability insurance, and
contribute to unemployment compensation for each "employee." I also understand my failure to abide by these
VII.
VIII.
IX.
X.
XI.
Jee me to serious financial risk.
d under California Contractors' Stat e License Law, an Owner---Builder who builds single-family
res cannot legally build them with the intent to offer them for sale, unless all work is performed
ontractors and the number of structures does not exceed four within any calendar year, or all of
ormed under contract with a licensed general building contractor.
derstand as an Owner---Builder if I sell the property for which this permit is issued, I may be held liable
financial or personal injuries sustained by any subsequent owner(s) which result from any latent
efects in the workmanship or materials.
erstand I may obtain more information regarding my obligations as an "employer" from the Internal
enue Service, the United States Small Business Administration, the California Department of Benefit
yments, and the California Division of Industrial Accidents. I also understand I may contact the California
Contractors' State License Board (CSLB) at 1---800-321-CSLB (2752) or www.cslb.ca.gov for more information
about Ii contractors.
aware of and consent to an Owner-Builder building permit applied for in my name, an d understand
at I am the party legally and financially responsible for proposed construction activity at the following address:
.,L_.......::,=--~·oree that, as the party legally and financially responsi ble forth is proposed construction activity, I will abide
ble laws and requirements that govern Owner-Builders as well as employers.
ee to notify the iss uer of this form immediately of any additions, deletions, or changes to any of the
information I have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who
does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court.
It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm
is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner--
Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are
properly licensed and the status of their workers' compensation coverage.
Before a building permit can be issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Building Division.
I declare under penalty af perjury that I have read and understand all of the information provided on this form and that my responses, including my
authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have
either (1) consulted with legal counsel prior ta signing this form or (2) have waived this right in signing this form without the advice of legal counsel.
A,J P/1,£ L ~ C..11 M..e-r:t:
Property Owner Name (PRINT)
2
Lr,_I? sf;, " Da~ /
REV. 08/20
PERMIT INSPECTION HISTORY for (CBR2024-1759)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 07/03/2024 Owner: ANDRE LECOMPTE
Issue Date: 10/25/2024 Subdivision: CARLSBAD MANOR #1
Expiration Date: 06/09/2025 Address: 1740 KIRK PL
IVR Number: 57502 CARLSBAD, CA 92008-3621
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date
12/06/2024 12/05/2024 BLDG-16 Insulation 270209-2024
COMMENTS Checklist Item
BLDG-Building Deficiency
12/10/2024 12/10/2024 BLDG-17 Interior 270520-2024
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency
02/20/2025 02/20/2025 BLDG-Final Inspection 276517-2025
Wednesday, March 5, 2025
Checklist Item
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
COMMENTS
Status
Passed Dirk de Roggenbuke
Passed Dirk de Roggenbuke
Passed Dirk de Roggenbuke
Passed
Yes
Passed
Yes
Passed
Yes
Yes
Yes
Yes
Yes
Complete
Complete
Complete
Page 4 of 4
Permit Type:
Work Class:
Status:
Scheduled
Date
11/25/2024
PERMIT INSPECTION HISTORY for (CBR2024-1759)
BLDG-Residential Application Date: 07/03/2024 Owner: ANDRE LECOMPTE
Alteration Issue Date: 10/25/2024 Subdivision: CARLSBAD MANOR #1
Closed -Finaled Expiration Date: 06/09/2025 Address: 1740 KIRK PL
IVR Number: 57502 CARLSBAD, CA 92008-3621
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Checklist Item
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
COMMENTS
11/25/2024 BLDG-18 Exterior
Lath/Drywall
269317 -2024
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-84 Rough
Combo(14,24,34,44)
269129-2024
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
BLDG-SW-Inspection
Checklist Item
269318-2024
COMMENTS
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
Passed
·Yes
Yes
Yes
Yes
Yes
Yes
Yes
Passed Tony Alvarado Complete
Passed
Yes
Passed Tony Alvarado Complete
Passed
Yes
Yes
Yes
Yes
Yes
Partial Pass Tony Alvarado Re inspection Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Wednesday, March 5, 2025 Page 3 of 4
PERMIT INSPECTION HISTORY for (CBR2024-1759)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 07/03/2024 Owner: ANDRE LECOMPTE
Issue Date: 10/25/2024
Expiration Date: 06/09/2025
IVR Number: 57502
Subdivision: CARLSBAD MANOR #1
Address: 1740 KIRK PL
CARLSBAD, CA 92008-3621
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Checklist Item
BLDG-Building Deficiency
COMMENTS
November 1, 2024:
1. New utility, interior dwelling remodel cut
trench slab patch steel Doweling and steel
reinforcement rebar to reconnecVtie-back
cu t slab trench repair locations-approved.
BLDG-12 Steel/Bond
Beam
266618-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
New utility, interior dwelling remodel cut
trench slab patch steel Doweling rebar
reinforcement to reconnecVtie-back cut
slap repair locations-approved.
BLDG-SW-Inspection
Checklist Item
266624-2024
COMMENTS
Partial Pass Tony Alvarado
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
11/13/2024 11/13/2024 BLOG-11 267607-2024 Partial Pass Tony Alvarado
Wednesday, March 5, 2025
Foundation/Ftg/Piers
(Rebar)
Checklist Item
BLDG-Building Deficiency
COMMENTS
Six isolated spread footings for engineered
detached patio structure with solid roof
system. Steel rebar reinforcement for six
footings approved per engineer, plans and
detail specifications -OK.
BLDG-SW-Inspection 267827-2024 Partial Pass Tony Alvarado
Passed
Yes
Complete
Passed
Yes
Reinspection Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
Reinspection Incomplete
Page 2 of 4
Building Permit Inspection History Finaled
(cityof
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2024-1759)
Permit Type: BLDG-Residential Application Date: 07/03/2024 Owner: ANDRE LECOMPTE
Work Class: Alteration Issue Date: 10/25/2024 Subdivision: CARLSBAD MANOR #1
Status: Closed -Finaled Expiration Date: 06/09/2025 Address: 1740 KIRK PL
IVR Number: 57502 CARLSBAD, CA 92008-3621
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Re inspection Inspection
Date Start Date Status
10/29/2024 10/29/2024 BLDG-13 Shear 266205-2024 Passed Tony Alvarado Complete
Panels/HD (ok to wrap)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Exterior shear wall panels -OK. Yes
BLDG-15 Roof/ReRoof 266206-2024 Passed Tony Alvarado Complete
(Patio)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-21 266030-2024 Passed Tony Alvarado Complete
Underground/Underflo
or Plumbing
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-24 Rough/Topout 266210-2024 Passed Tony Alvarado Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-SW-Inspection 266209-2024 Partial Pass Tony Alvarado Relnspectlon Incomplete
Checklist Item COMMENTS Passed
Are erosion control BMPs Yes
functioning properly?
Are perimeter control BMPs Yes
maintained?
Is the entrance stabilized to Yes
prevent tracking?
Have sediments been tracked Yes
on to the street?
Has trash/debris accumulated Yes
throughout the site?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
11/01/2024 11/04/2024 BLDG-11 266730-2024 Passed Tony Alvarado Complete
Foundation/Ftg/Piers
(Rebar)
Wednesday, March 5, 2025 Page 1 of 4
October 14, 2024
City of Carlsbad
Community Development Department -Building Division
1635 Faraday Ave.
Carlsbad, CA 92008
Plan Review: Residential Remodel
Address: 1740 Kirk Pl
Applicant Name: Oscar Zazueta
Applicant Email: oscar@ozdesignlab.com
OCCUPANCY AND BUILDING SUMMARY:
Occupancy Groups: R-3/U
Occupant Load: NIA
Type of Construction: V-B
Sprinklers: No
Stories: 1
Area of Work (sq. ft.): 2687 sq. ft.
The plans have been reviewed for coordination with the permit application.
Valuation: See Notes Below
Scope of Work: Confirmed
Floor Area: Confirmed
Notes: Valuation was not included in the permit application.
Attn: Building & Safety Department,
True North
COMPLIANCE SERVICES
City of Carlsbad -FINAL REVIEW
City Permit No: CBR2024-I 759
True North No.: 24-018-585
True North Compliance Services, Inc. has completed the final review of the following documents for the project
referenced above on behalf of the City of Carlsbad:
I. Drawings: One (I) copy dated July 28, 2024, by Oz Design Lab.
2. Structural Calculations: One (I) copy dated August 13, 2024, by Gama Engineering.
3. Other Documents: One (I) copy, by City of Carlsbad.
The 2022 California Building, Mechanical, Plumbing, and Electrical Codes (i .e., 2021 IBC, UMC, UPC, and 2020
NEC, as amended by the State of California), 2022 California Green Building Standards Code, 2022 California
Existing Building Code, and 2022 California Energy Code, as applicable, were used as the basis of our review.
Please note that our review has been completed and we have no further comments.
True North Compliance Services, Inc.
8369 Vickers Street, Suite 207, San Diego, CA 92111
T / 562.733.8030
We have enclosed the above noted documents bearing our review stamps for your use. Please call if you have any
questions or if we can be of further assistance.
Sincerely,
True North Compliance Services
Review By: Jasmine Saffaqa -Plan Review Engineer
Quality Review By: Alaa Atassi -Plan Review Engineer
STRUCTURAL CALCULATIONS
o~ en
ON lifllll 0')0 .. ,
C0N r--o-Cf")
c.o --N t--' r--I
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N
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al
t)
PROJECT:
Krik Residence
17 40 Kirk Place
Carlsbad, CA 92008
.. '
June 24, 2024
2535 Kettner Blvd, Suite 3B1•San Diego, CA 92110
CITY
Phone:619.254.8548•Fax:619.489.0464
:=-GAMA ~ Engineeringi
STRUCTURAL CONSULTANTS
Project \sre'( 9'cs Q{.rJCl
By: VOAN L C:1Al,7( I A •
Date: 06/l'i Jzo2i; Sheet: .i of I:'>
TABLE OF CONTENTS
1. DESIGN BASIS:
2. DESIGN LOADS:
3. VERTICAL DESIGN (BEAMS, HEADERS, JOIST, STUDS, COLUMNS, etc.):
4. LATERAL ANALYSIS:
(a} SEISMIC & WIND
(b) LATERAL LOAD DISTRIBUTION
5. LATERAL LOAD RESISTING DESIGN: J,.0
6. FOUNDATION DESIGN :
(a) CONTINUOUS FOOTINGS
7. SHEARWALL SCHEDULE: 12.
8. HOLD-DOWN SCHEDULE:
:_:GAMA '::::P Engineering]
STRUCTURAL CONSULTANTS
CODE:
CONCRETE:
MASONRY:
MORTAR:
GROUT:
REINFORCING BARS:
STRUCTURAL STEEL:
DESIGN BASIS
2022 CALIFORNIA BUILDING CODE
F'c = 2500 psi@ 28 days
ASTM C90, F'm = 1500 psi
Project------~----By: ____________ _
Date: ____ Sheet 7-of.._\?) __
ASTM C270, F'c = 1800 psi, TYPE "S"
ASTM C476, F'c = 2000 psi @28 days
ASTM A615, Fv = 40 ksi, #3 and smaller
ASTM A615, Fy = 60 ksi, #4 and larger
"W" SHAPES -ASTM A992, Fy = 50 ksi
PLATES & CHANNELS -ASTM A36, F1 = 36 ksi
TUBES -ASTM A500, GRADE B, Fv = 46 ksi
PIPES -ASTM A53, GRADE B, Fy = 35 ksi
CONVENTIONAL LUMBER: DOUG FIR LARCH
TRUSS JOIST PRODUCTS: ESR-1387 (LVL, PSL, & LSL MEMBERS)
ESR 1153 (T JI JOIST)
GLULAM BEAMS: DOUGLAS FIR OR DOUGLAS FIR/HEM: GRADE 24F-V4 or 24F-V8
SOIL: [ /J UNCLASSIFIED SOIL PER TABLE 18-1-A
ALLOWABLE SOIL BEARING PRESSURE (ASBP) = \, pQ:.) PSF
[ ] PER SOILS REPORT BY: __________ _
ALLOWABLE SOIL BEARING PRESSURE (ASBP) = ____ PSF
REPORT#: ______ _
DATED: _______ _
=:?:GAMA
~ Engineering~
STRUCTURAL CONSULTANTS
DESIGN LOADS
ROOF { CDblL~ tl! tLl }
ROOF MATERIAL
SHEATHING
RAFTERS OR TRUSSES
INSULATION
DRYWALL
OTHER
TOT AL DEAD LOAD:
LIVE LOAD:
TOTAL LOAD:
FLOOR/DECK
FLOOR MATERIAL
SHEATHING & JOIST
DRYWALL
OTHER
TOT AL DEAD LOAD:
LIVE LOAD:
TOTALLOAD: ~
WALLS: --------
STUDS
DRYWALL
INSULATION
STUCCO
OTHER
TOTAL LOAD:
\ C)
1.5
4.0
1.5
2.5
0.5
z. 0 PSF
..JJL. PSF
40
5.5
2.5
i,Q_
PSF
PSF
_ __.-PSF
PSF
(EXTERIOR)
1.0
2.5
1.5
10.0
1.0
16.0 PSF
--
Project: __________ _
By:. ___________ _
Date: ____ Sheet ,3 of 13
L -}
1.5
4.0
1.5
2.5
0.5
PSF
PSF
PSF
~l
5.5
2.5
3.0
PSF
PSF
PSF
(INTERIOR)
1.0
5.0
1,Q
7.0 PSF'
:1,;GAMA
~ Engineeringi
STRUCTURAL CONSULTANTS
Project: ___________ _
By: -------------0 a\ e: _____ Sheet: 4 of I 3
VERTICAL DESIGN
MARK: PM\. L= \S FT.
w 1 = ~ -:: -~-<; , ) \ ~l) 9l f ' -:; fl 1 S ~L.f
W2 =
P1 =
Pz =
I \l I\
USE: 32 "-\1 Y~L
OR: _________ _
MARK: ___ _ L= ____ FT.
W1 =
W2 =
P1 =
P1 =
USE: /
OR: ,,.
MARK: L= FT.
w,=
Wz =
P1 =
Pz =
------_,,. ,,,.
/
/
,,,,,-/ .,,..
USE:
OR: /
,,.,,.,,.-
/
MARK: L= FT.
w.=
Wz =
P 1 =
P 2 =
USE:
OR: ,,,.
f
Rt = S /~fl lbs
Vmn = 2 , ".l~5 lbs
Mmax= 24 1 45 '=t ft-lbs
RR = S • ":\15 lbs
E = 2/l,O0 ksi
}rtqd = (o0~ in4
z
/ R1,= lbs RR = lbs
Vmu = lbs E = ksi
M .... = ft-lbs lreqd = in4
//
/
R1,= lbs RR = lbs
Vmu = lbs E = ksi
Mm.a.z= ft-lbs kqd = in4
//
-~
R1,= lbs RR = lbs
Vmu = lbs E = ksi
Mmu= ft-lbs }roqd = in4
AM8l1CAN SOCIEIY Of CM. ENlllNEIRS
Address:
1740 Kirk Pl
Carlsbad, California
92008
....
.-: .. rlll\aftto
(,Mflb.ld •;~ :.::::i
}. t:.«t'Sbm v•illglll ""-~ ...
,rte·" •
https ://gis.asce .org/beta-7-221
ASCE 7 Hazards Report
Standard: ASCE/SEI 7-22
Risk Category: II
Soil Class: Default
-:
,, • i. I ,uU<"1 ._
Elevation: 0 ft (NAVO 88)
Latitude: 33 .155341
Longitude: -117.322908
Wed Jun 12 2024
ASCE.
AMffilCAN SOCIETY OF CMt ENGINEERS
Seismic
Site Soil Class:
Results:
PGAM :
SMs
S1.41
Sos
S01
1 0 ,..
1 4 •
1 2 • •
1 0 • • cs
0 6.
04 I
02
0
0
t 2 • • •
• 0
• 08
0 6 •
O J
,) ::
0
0
• ..
2
0.54
1.42
0.94
0.94
0.63
Multi-Period MCER Spectrum
• • • •
J 6 8
Sa(9) VS T(s)
Two-Period MCE R Spectrum
} J 5
Sa(9) VS T(s) f
MCER Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
https://gis.asce.org/beta-7-22/
•
10
9
TL 8
Ss 1.16
S1 0.37
Soc
Vs30 260
1 2 Multi-Period Design Spectrum
1 0 ,._
• ) 8 • •
06 • • •
0 4 f • •
02 • • • • 0
0 ' ~ (> " -Sa(9) vs T(s)
• 0 Two-Period Design Spectrum
H --t
08. :
07 \
0 6 • 05 • OJ I • a 3
0 2
,) 1
0
Q t: 3 .! S 8 Sa(9) VS T(s)
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
Wed Jun 12 2024
•
0
9
:--GAMA .Project: ____________ _
'::::::!IP Engineering~
STRUCTURAL CONSULTANTS
By:
Dat=e~:=========-=s-h-ee-t--,.--0-f-,~-
CBC2022 (1613), ASCE 7-22 CHAPTER 11 & 12 SEISMIC DESIGN CRITERIA
Soil Site Class
Response Spectral Acc. (0.2 sec) S, =
Response Spectral Acc.( 1.0 sec) s, =
Max Considered Earthquake Acc. SMs =
Max Considered Earthquake Acc. SM1 =
@ 5% Damped Design Sos =
So,=
Building Occupancy Categories
Seismic Design Category (11 .6) :
Default
1.16
0.37
1.42
0.94
0.95
0.63
II
D
(11.4.2)
g
g
g
g
g
g
Table 1.5-1
12.8 Equivalent lateral force procedure
Seismic Force Resisting System:
Light-frame walls sheathed with wood structural panels rated fpr shear •
Ct=
Building ht. Hn =
Cu=
Approx Fundamental period, Ta= Ct (Hn)"x =
Calculated T shall not exceed s (Cu)(Ta),
resistance
0.02
14
1.4
0.14
0.20
0.66
ft
x= 0.75
Limited Building Height (ft) =
Table 12.8-1
(12.8.2.1)
use T= 0.14
1.STs = 0.99 Ts = (5D1/SDs) =
Per 11.4.8, Exception 2, for values of Ts 1.5 Ts t the value of the seismic response coefficient Cs is determined
by (Eq. 12.8-2)
Response Modification Coef. R = 6.5 Table-12.2-1
Over Strength Factor n0 = 3 Table-12 .2-1
Importance factor I = 1 Table 11.5-1
Seismic Base Shear V = CsW
c,. = Sos =0.146 (12.8-3)
R/1
or need not to exceed, C5 = So, =0.666 (12.8-4)
(R/l)T
c. shall not be less than = 0.01
Min C,.= 0.5S1'/R N/A For S1 ~ 0.6g
Use C5 = 0.146
Design base shear V = 0.146 W Control
•
•
Since building is assumed irregular, Base Shear will be increased by 25%
Since Seismic Design Category is 'D', Redundancy (p) is 1.3
Since Allowable Stress Design is being used, multiply Base Shear by a factor of 0.7
•
Table 12.8-2
6~
TS l.STs
(12.8-6)
{12 .8-7)
(12.3.3.5)
(12.3.4.2)
(2.4.5)
Therefore,
Vdesign = (1.25) (0.7) p Cs W = (1.25)(0.7)(1.3) X 0.146 W =I 1= ====o=.1=66=W===I
---GAMA ~ Engineering~
STRUCTURAL CONSULTANTS
ASCE 7-22 CHAPTER 26 & 27, WIND DESIGN CRITERIA
BUILDING DATA:
Basic Wind Speed ( 3sec. gust): V= 100 mph
Exposure: C
Building Category: II
Roof Pitch: 4 :12
Roof Mean Height, H= 11 .6
METHOD: DIRECTIONAL PROCEDURE
ft
p ~ qKdGCP -qiKd(GCpD
qz = 0.002S6KzKzrKdKeV2
Kit= 1
Kd = 0.85
Ke= 1
G= 0.85
GCpi = ±0.18
Kz= 0.85
qz = 18.50
Cp (TABLE 27.3-1, ASCE 7-22)
Wall pressure coefficient 0.8
Roof pressure coefficient 0.8
MWFRS WALL PRESSURE
Project ____________ _
By: ___________ _
Date: _____ Sheet 8 of l:.>
(Fig. 26.5-1, 26.5-21
(Section 26.7)
(Table 1.5-1)
(Chapter 27, Part 1)
{Eq. 27.3-1)
(Eq. 26.10-1)
(Fig. 26.8-1)
(Table 26.6-1)
(Table 26.9.1)
(26.11.1)
(Table 26.13.1)
(Table 26.10.l l
qKdGCv jqiKd(GCpi) Ip = qGCp -qi(GC,,1)
10.7 I -2.8 I 13.5 PSF
MWFRS ROOF PRESSURE
qKdGCp jqiKd(GCpi) Ip = qGC,, -qi(GC,,i)
10.0 I -2 .8 I 13.4 PSF
P net, min = 16.0 PSF (27.1.5)
Since P net < P net, min Pnet min Controls
*Since Allowable Stress Design Is being used, multiply Pnet by a 0.6 factor (Sec. 2.4.1)
Therefore,
Pdesign = (0.6) X 16.0 PSF = 9.60 PSF
---GAMA Project __________ _
~ Engineering~ By: __________ ---=~
Date: ____ Sheet: 9 of ,:,
STRUCTURAL CONSULTANTS
LATERAL LOAD DISTRIBUTION
BUILDING DEAD LOAD:
ROOF DEAD LOAD:
Roof= L2 ,41C\ fT 2 )(tu \bs ) :s I
-49 1Sf)v lbs
Exterior Walls=( L2 4 1 ) ( ~/ 1_) ( \b i!J~ \ :: \~ / 3~(., lbs
Interior Walls= l 15-i ) 1 611 'i(-::\vSf \ -: ~ 3C\lo lbs
l-~ 2-'L TOTAL DEAD LOAD, Wt=------------------------lbs
~ j BASE SHEAR, V = 0, I 00 Wt = ~"10 ---------------~~--lbs
UN IT SHEAR, v = V/AREA= 4 • ~ psf (ONE-STORY STRUCTURES ONLY)
ROOF LEVEL UNIT SHEAR
SEISMIC VS. WIND
(HORIZONTAL LOADS)
WIND: P=At/A x Fw =( qq J \ ( ~ ) x q ,b PSF = (l. 6 PSF
Z,4 cl fT'l.
SEISMIC: v.= .<\. C:, PSF
_. ::,u::..r,1,c (ul'-.J\1( L-$1 ,
::!GAMA
~ Engineeringi
STRUCTURAL CONSULT,.NT8
Project ______ ....,.... ____ _
By: ___________ _
Date: _____ Sheet 10 of l 3
SHEARWALL DESIGN
.is ~ Story Shearwalls: (v = i\ . ~ psf)
Gridline l
Tributary Area : ( 1-\ 1 \ ( 4\ \ ' ) ~2. --
Lateral Load: '°' I 1'J '2. \"\.(Q ~SF)
Lateral Load {Above):
Shearwall Length, L = 4, =l:>
Unit Shear, v = Fx/L = 4\ \ x) plf
ft.
Shearwall type: @
Wall Overturning: L = 4. • 15 ft.
OTF = 4,e Plf (Pl') -o c,J lo )lf<.o 'I
Holdown Type: l:\QV'l..
4~ \ sq. ft
t1 q55 Lbs
/ Lbs
Seismic Load, Fx= I 1953 Lbs
Gridline _~A____ 1
Tributary Area : -----~(~C,_)(_z_d-)/,,.....z_=-::-------------=-'-=0-,----sq. ft
Lateral Load: 60 Fl 7 C ':f. b esr; : 2 X Lbs
Lateral Load (Above): Lbs
Seismic Load, Fx = --=2'--'-7,"""r.;,___Lbs
Shearwall Length, L = s,2 S tt.
Unit Shear, V = Fx/L = %5 plf
Shearwall type: G} ✓ ~lJ.l;. (C. If,<
Wall Overturning: L= ft. ] Overturning Okay by inspection
OTF= g £(r(£0)-('. ,. .,' 1'f)-l(1">z)'?,:1~r -~.7"/.~;-
Holdown Type: ---~L --~~----0
Gridline ______ /
Tributary Area : ______________ --,,,. ___________ sq. ft.
Lateral Load: /.,, Lbs
Lateral Load (Above): Lbs
Shearwall Length, L = ________ ft./
Unit Shear, v = Fx/L = ___ plf .,,
/ Seismic Load, Fx = ____ Lbs
Shearwall type: 0
Wall Overturning: L = __ .,,, __ ft. . [ ] Overturning Okay by inspection
OTF = ______ ,/ _______________________ Lbs
Holdown Type: ------------<>
:--GAMA
':::::;rP Engineering~
STRUCTURAL CONSULTANTS
Project: ___________ _
By: _____________ _
Date: _____ Sheet: 1\ of_l.....,?>_
CHECK (E)CONTINUOUS FOOTING w/ CONCENTRATED POINT LOAD
FOR CONSERVATIVE PURPOSES; ASSUME EXISTING FOOTINGS TO BE 12" WIDE X 16" DEEP
F'c= 2,500 psi
Concrete density, p= 150 pd
Width, b= 12 in
Depth, d= 16 in
ASBP= 1,500 psf
Vertical Load, F= 5,775 lbs
F
Lreq = [AS 8 p -.!!.p].!. =
12 12
b d3
lconc. = -= 12
d c----2-
Fr = 7.5.fii'c =
Fr lconc. Mer=---= 12 C
1.4[F + 1bf4PLreq](L.,-;q)2
Mu = _...;;;.__..;;..;...;... _ _;;_~-=
2 Lreq
0Vc = 0.85 (2) b d .fii'c =
l.4[F + ~4~(PLreq)][\eq :2] Vu = _..:....___::....:....:.... _ _..;:....::.....;=---== =
Lreq
4.44ft
4096in4
8.00
375 psi
16,000 ft-lbs
5,180 ft-lbs
16,320 lbs
9,080 lbs
(12" deep+ 4" slab depth)
(MAX . REACTION FROM NEW RHl)
< Mer-OK!
< Mer --OK!
"Contractor to VIF actual size"
:-::-GAMA ':::::!P Engineeringi
STRUCTURAL CONSULTANTS
Project: _____________ _
By: ____________ _
Date: Sheet I 'l of I 2:> ------
SHEARWALJ. SCHEDIJLE
AliOW. 5/8" DIA. Sill PLAlE BOTTC»,1 SU PLAlE ATTAOlll:NT la> P\.AlE AlTA()f,(NT
MARK Pl YWOOO TYPE LOAD PL YWOOO NAILING ANCHOR BOLT SPACING TO RIM JOIST OR lll.K'G TO RIii .nsT 00 BUc'G (PLF) 0 FWhOATION BEl.OW ABO\£
0 7(I 1llCK STUCCO WL NO. 11 GA., 1-1 /2"t.a.c, 48" o.c. 16d Os• 0.C. A35 0 16" 0/C P TIMD COIENTON O\U! 160 DI
WO',{N \\IRE MESH 7/16" HEAD O 6" 0/C LTP4 0 24" O.C.
0 3/8" COX Pl YWOOD 260 8d O 6" O.C. E.N. t!t 12 0/C f.H. 48" o.c. 16d O 8" O.C. A35 0 16" 0/C
DI LTP4 0 24" 0.C.
0 3/8" COX Pl YWOOD 8d O 4• O.C. E.N. & 12 0/C F.N. 32" o.c. 16d O 6" O.C.
A35012• 0/C
350 011 LTP4 0 16" 0.C.
0 3/6" S1RUC1\JRAL I 8d O 3" 0.C. E.N. &: 12 0/C F.N. 24" o.c. 16d O 3• O.C. A35 o 8" o/c
550 011 RA lED Pl Y¥IOOO * LTP◄ 0 12" O.C.
0 3/ff SlRUCTIJRAI. I 6d O 't O.C. E.N. & 12 0/C F.N. 16" o.c. 16d O 2· o.c. A35 0 s· 0/C
730 011 011 RA 1ED Pl YWOOO * 3/6" Oto X s· LAGS O s· o.c. LTP4 0 8" O.C.
0 15L32" SlRUClURAL I 10d O 2• O.C. E.N. & 12 0/C f.N. 16d O 't o.c. A35 0 6" 0/C
870 16" o.c. OI 011 RAlED Pl YWOOO * (1-1/t' loll. NM. P0£1RA'IIOI) 3/8" Gto X 6° LAGS O 8" O.C. LTP4 0 8° O.C.
0 15~2" SlRIJClllRAI. I RAlED
Pl ~APPi.JED TO 801H St Of WALL) * 1330 10d O 3• O.C. E.N. & 12 0/C F.N.
(1-1/t' 1111. NM. PDnlATQI)
12· o.c. 3/8" Oto X s· LAGS O s· o.c. LTP4 0 s• O.C.
SHEARWALL SCHffiUL& NOTE~:
1. All ANCHOR BOLTS SHAU. HA\£ A t.llNOIUM EMEE>MENT Of 7 INCHES 10. SHEARWAUS VtllH t.lORE THAN ONE \£Rl1CAL PANEL IN f£IGHT SHALL
INTO CONCRElE (UNO) t!t NOT SPACED MORE THAN 6 FEET APART. HA\£ EITHER \U!TICAI. OR HORIZONTAL STAGCOlED SPLICED .x>IN1S.
2. USE DOOGLAS FlR NO. 2 PRESSURE 1REA 1ED Sill Pl.A TES. 11. All Pl YWOOD PANELS SHAU BE BLOCKED W/ 2X BLOCKING, {UNO)
3. 3"x3"x1/4" PLAlE WASHERS SHAU BE USED ON EACH Sill PLAlE 12. PRO\llE ~s• lolNIMUM EDGE DISTANCES FOR All SHEATHING AND FRAMING
ANCHOR BOLT. MEMBER NAILING.
4. PROWlE A IIIMIMUM OF 00 ANCHOR BOLTS PER Sill PI.AlE VtlTH ONE BOLT 13. All EDGE NAIUNG SHAil PENETRATE INTO FRAMING 1-3/8" IIINIIIUt.l, UNO.
LOCA 1ED VtlTHII 12" OF EACH Oil OF EACH PIECE. 14. Pl YWOOO SHEATl-fNG EDGE NAILING IS REQUIRED AT Ali Ha.D-00~ POST.
5. CONTRACTOR'S OPTION TO USE 5/ff DIA. AlllHREAD W/ SIMPS()I 'SET-XP' 15. FRAMING SHAil BE 3" NCJl.lt,IAL OR VffllER ANO NAILS ~All BE STAGGERED EPOXY 5" MIN. OIBEDIIENT ANO EDGE DISTANCE OF 1-3/4" AT SAME SPAaNG AT All Pl YWOOO JllNTS AND SIil Pl.A TES, AT Y= 350» P\J. OR CREA TER. * SHOWN HERE 1H.
6. FASTENERS Fa! PREASSURE--PRESERVAlM lREATED AND F1RE RETARDANT 16. AT ADJllNING PANEL EDGES. 2-2X STUDS NM.ED TOGEllfR t.lAY BE USED
IN PLACE OF A SINGLE 3X snJD. lR£A lED WOOD SHAU. BE OF HA T-Dll'PED ZlNC COATED GAi. VANfZED,
STAINLESS STEEL. SILICON BRONZE OR CCFPER. 17. v.HERE SHEA THtlG PANELS ARE APPLIED ON BOTH FACES or n£ SHEARWALL.
BOTTOM Pl.A lES OVER FRAMED FlOO!S TO HA VE EllJiER NAlS OR LAGS W / SHEAllllNG PANEL JOMS SHAU. OCCUR AT 31 NOMINlt. ~ THICl<ER FRAMING 7. t.lEMBERS. PANEL JllNlS ON EACH SIDE <J" WAil SHALL BE STAGGERED. NAL SPACING OF 3" O.C. OR LESS SHAU. PENElRAlE INTO SOUi) 4X BU<G. LACS SHAU. PENETRATE AT LEAST 3• mo BLOCIONG eaow. 16. FRAMING Cl.PS: A35 Oft l TP4 00 APPROVED EQUIVAl.fNT.
8. SHEAR PANELS SHAU BE APPi.JED DIRECTLY 10 SlW FRAMING AT 19. DIAPlllAGM SHEAllfNG NAILS OR om APPROVED Sl£A1HINC WffCTORS 1 ~• ON COilel MAXll,IUM. SHAU. Bf DRIVEN SO lHAT lHEIR HEAD OR CROWN IS FWSH WllH 111[
9. All NAtLS SHALL BE COMMON \IARE NAILS, U.O.N. SURFACE OF THE St£ATHING.
::eGAMA '::::fP Engineering i
STRUCTURAL CONSULTANTS
Project: __________ _
By:. ___________ _
Date: ____ Sheet: 1::, of \)
HOLD-DOWN SCHEDULE
MARK UIN. POST FLOOR TO FLOOR MARK MIN. POST WALL TO FOUNDATION
<i> 2-2X MSTC40 <§> 4X4 OF 12 HOU2
<%> 2-2X MSTC52 0 4X4 DF #2 HDU4
q> 2-2X MSTC66 <§> 4X4 OF #2 HOUS
<3> 4X4 DF #2 CMST14 w/ <]> 4X4 OF #2 HOUB (30) 16d NAILS
<]> 4X4 OF #2 CMST12 w/ <19> 4X6 OF #2 HDU11 (40) 16d NAILS
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER
PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBILIZATION OF POLILUTANTS SUCH AS SEDIMENT ANO TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
OSCAR ZAZUETA
10.23.24
DATE
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
CB ___ _
SW_
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C:
C: C 0 ...... ...... .Q 0 :;::; C:
"O Q) "O C
C: ...... :;::; C'> 0 E C Q) "O 2 0 u u C: C Ol 0 E C: ::, ::, :8 ·t: 0 E ]i b .._ '6 .9-Q) 0
::::;; "O Vl C'> .._ ...... C "--::, >, C'>
C'> C: Q) Cl..
.._ C: (I) C: Vl Vl 1/) 0 ·.:: O" .._ 0 C Q) ·.:: C > .._ Q) .Q Best Management Practice* ~ .S Oo 0 'a. C 00 .._ (.!) w -~ C:
Vl ~ Vl .._ m .._ 0 Q) 0 Q) (I) Q) 0 ...... ..., .c C: t-E (I) 0 C (.) .._ (.) en ~ "O ai en ::::;; C: (I) C:
(BMP) Description ➔ Vl u Q) Cf) '6 Q) Vl C'> Q) C'> CD ·a c: C'> C: "O Vl C: Cl ::> Q) ...... Q) ~ :5 2f (I) -0 0 ~ C: .._ 0 ~~ "O >, 0 Vl C C: 0 > gJ E ..... u 0 m Cf)·-0 0 ~ :;::; ::::;; Cl C'> Cl C: C Cl E C'> Cl·-~ 0 (.) Q) C'> 0 Q)
Q)
X Q) 0::: 0 E] N Vl u O\:;:::; Q) Q) C 0 1....-:;;:: Q)
2 0 Q) E ~ ai ..., ::, .0 = 1/) =~ '-·-:0 u ·c ·-C'> ·;:: Cl.. c.. 0 0,
"O £.5 Q) u... u '-(I)::, ·-Q) ·-"O Q) -C: 0 ..... 0 ~ b "O 0 0 CL '6 Q) > ~ u "O .._ .... .0 ..... .0 0 cg 'i; ~ 0 ·-0 Q) ..... 2 u 0 Q) i=c ·-C: 0 '-0 0 -.0 0 C 0 0 0 0, Bo 0 .c (I) -'o 0 oo Q) 0 '-Q) .c '--0 0 -..... Q) -o....., 0 -a..o (.!) :;;:: WCI Vi iJi Cf) u G: (.!) Cfl> Cf) Cf) c.. VJ C Cf) 0::: :;;:: ct c..O c.. >U ::ii Cf) ::::;; Cf) Cf) (.) Cf) ::::;;
CASQA Designation ➔ r--co C'> ~ t") ,:I-l() <.O r--co 0 N t") r--co 'T N t") ,:I-l() ~ ~ I I I I I I I I I I I I I I I I I I I I I I
(.) (.) (.) u w w w w w w w w 0::: g: Cf) Cf) (/) Cf) i i ::::. :::;; i Construction Activity w w w w Cf) Cf) Cf) Cf) (/) Cf) Cf) (/) t-z z z z :;;:: :;;::
Gradina/Soil Disturbance
Trenchina /Excavation
Stockoilina X X'.
Drillina /Borina
Concrete/ Asphalt Sawcuttinq
Concrete Flatwork
Pavina
Conduit/Pioe Installation
Stucco/Mortar Work X
Waste Disposal X
Staaina/Lav Down Area X'.
Eauioment Maintenance and Fuelinq 'X
Hazardous Substance Use /Storage
Dewaterina
Site Access Across Dirt X'.
Other (list):
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along the top of the BMP Table is a list of BM P's with it's corresponding California Storm water Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
PROJECT INFORMATION
Site Address: __ 1_74_O_K_IR_K_P_LA._C_E _____ _
Assessor's Parcel Number: 2O7-26O-39-oo
Emergency Contact:
Name: ANDRE LECOMPTE
24 Hour Phone: 206.310.5162
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM IX) LOW
2 Vl 0 ::;::...,
C Vl Q)
::i E 0 (I) "O 0, 5o NC 00 :r:::::;;
<.O I i
X'.
2 1/)
0-+-' :;;:: C: Q)
Q) E .... Q)
Q) Ol t; 0
C: C: 0 0 U::::E
co I i
X'.
Page 1 of 1 REV 02/16
I 1/
\
SE-7
--~ -:--..:::-~--:-...-~
T!-E cm-OF C..I..QLSS~ ~IJI~ Tl-IE [f\.ST..lJ.......1..110",1 CF s-ro......ss
--"5E ~? ~SOC ..1..-"EJ ~ V..I.LYE.5 SE. INST~~ GR.IOE
---ON THS MAIN W.:i.TER SUPl=lt . .''r"' LINE 9EF0:.E. (i' EN'i'ERS i'-!E 5L'ILDl"-G. ~
~ __,,....
. (.;:") = -«y .POl<CH --+---+-
0'(}
?) ,,.-<-,f. ' :\.
\
\ EXISTlNG
\ TWO CAI< GARAGE
I I
1, \ .___
'/ -1
I
HOSE 6"19S TO as PROTE.CTE!) wrr,-,.lo NONREMOVASL.S. HOSl;.-.~S--T'l"?E
~l(FLOWPIL~"'TER. ""N0NREMOV~ HOSE-SB,.n-;,e V-l.Cl;UM
9REAKE.R OR SY A.-..J .-lrt:fM09.::t-l.!:!2lC V~UUM ~ INST~ NOT
i.ESS ~ 6 INC1-,E9 ""50\IE THE '"f!Gl-tES'T PC'-NT OF USAGE LOC .. .1,:r==_:, ON
THE OISCH.--.RGE S!OE OF THE! l.-1-.ST VALVE..
KIF<K RESIDENCE ADDITION
1740 KIRK PLACE
207-260-3.9-00
SXISTING ONE s-oRY
SINGLE FAM:L Y
0\1/ELLING
119.55'
NEW
TRELL.IS
SILT FENCE
FIBER ROLLS
STREET SWEEPING
MATERIAL DELIVERY
AND STORAGE
MATERIAL USE
STOCKPILE MANAGEMENT
SPILL PREVENTION $. CONTROL
SOLID WASTE MANAGEMENT
H.AZARDOUS WASTE MANAGEMENT
CONCRETE WASTE MANAGEMENT
BMP PLAN
1" = 10'-0"
SE-1
SE-.S
SE-7
WM-1
WM-2
WM-3
WM-4
WM-.S
WM-6
WM-8
■ ■
-FR-FR-
SE-7
WM-1
WM-2
WM-3
WM-4
WM-.S
WM-6
WM-8
ED _J
C_cityof
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
8-50
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca .gov
This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements
apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit
application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
The 8-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to
the California Building Standards Code have imposed newer performance standards on building permit applications.
Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard,
which may exceed the CAP consistency checklist requirements
Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate
certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy
compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified
ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen
Inspector/Plans Examiner, or Green Building Residential Plan Examiner.
If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
check N/A and provide an explanation or code section describing the exception.
The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and
Green Code sections .
..... ,_;;;;;;;;;;;;;;;;;;;;;;;;;;;.;;;;;;;;;;;;;;;;;;;;;;;;;;;;;...==;;;;;;;;a====================================,
Project Name/Building
Permit No.: KIRK REMODEL BP No.: CBR2024-17iDate:
PropertyAddress/APN: 1740 KIRK PLACE/ 207-260-3900
Applicant Name/Co.: OSCAR ZAZUETA
ApplicantAddress: 1522 1 ST STREET X-202, CORONADO, CA 92118
Contact Phone: 619.302.3857 ContactEmail: OSCAR@OZDESIGNLAB.COM
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
B-50
Cl
Contact Phone:
Contact Email:
e,8t'lJtl,,c.t-11~'1
Page 1 of 7 Revised 12/22
Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing
buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either
the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as
published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC).
Building Permit Valuation (BPV) $ breakdown ___________ _
COllltructlon Type Compllte Secllon{I)
II] Residential
D New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU
D Additions and alterations:
D BPV < $60,000 N/A All residential additions and alterations
ii BPV <!: $60,000 1A, 4A 1-2 family dwellings and townhouses with attached garages
D Electrical service panel upgrade only only.
*Multi-family dwellings only where interior finishes are
D BPV <!: $200,000 1A, 4A* removed and significant site work and upgrades to structural
and mechanical, electrical, and/or plumbing systems are
proposed
2B* *Multi-family dwellings only where ~$1 ,000,000 BPV AND
BPV 2: $1,000,000 affecting ~75% existing floor area
D Nonresidential and hotels/motels
D New construction 1 B, 2B, 3B, 4B and 5
D Alterations:
D BPV <!: $200,000 or additions~ 1B, 5 1,000 square feet
D BPV ~ $1,000,000 1B, 2B, 5 Building alterations of ~ 75% existing gross floor area
2: 2,000 sq. ft. new roof addition 2B, 5 1 B also applies if BPV <!: $200,000
Instructions:
1. Choose first between residential or non-residential based on the type of project being submitted.
2. Next chose between new construction or addition/alteration for residential or non-residential.
3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project.
4. Appropriate details must be included on the plans for selections made.
EXAMPLE:
Scope of work includes a new, 2 story, single family residential structure.
I
The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be
applicable. (Solar PV, water heating, EV charging) The * indicates that new detached ADU's are included.
EXAMPLE:
Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars.
The selections would be: Non-residential and Alteration BPV ~ $1,000,000. CAP sections 18, 2B and 5 would be applicable to this project. (Energy
efficiency, Solar PV and Transportation Demand Management (TOM)*")
It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with
CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need
to attach to this checklist separate calculations and documentation as specified by the ordinances.
3
Checldlst Item
Chad( the appiopriale boxes, axplail al net applcable and excepllon lems, and provide supporting ~ and doCllnentallon as necassay.
1. Energy Efficiency
Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate
details and notes must be placed on the plans according to selections chosen in the design.
A. [j] Residential addition or alteration~ $60,000 building permit valuation.
Details of selection chosen below must be placed on the plans
referencing CMC 18.30.060.
D N/A ________ _
□ Exception: Home energy score
~7 (attach certification)
Year Built 1972 Single-family Requirements Multi-family Requirements
I Before 1978 Select one option:
~ Duct sealinq □ Attic insulation □Cool roof □ Attic insulation
□ 1978 and later Select one option :
□ Lighting package □ Water heating package
□ Between1978-1991 Select one option:
□ Duct sealinq □ Attic insulation □ Cool roof
□ 1992 and later Select one option:
□ Lighting package □ Water-heating package
B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations~
$200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix A5.
At least one measure from each applicable building component required. □ N/A _______ _
AS.203.1.1 Choose one:
□ Outdoor lighting □ Restaurant service water heating (Section 140.5 of the CEC)
□ Warehouse dock seal doors □ Daylight design PAFs □ Exhaust air heat recovery
D NIA ----------
AS.203.1.2.1 Choose one: □ .95 Energy budget
(Projects with indoor lighting OR mechanical)
□ .90 Energy budget
(Projects with indoor lighting AND mechanical) □ N/A ________ _
AS.211 .1 ** □ On-site renewable energy:
D NIA _______ _
A5.211.3** □ Green power: (If offered by local utility provider, 50% minimum renewable sources)
□ N/A
AS.212.1 □ Elevators and escalators:(Project with more than one elevator or two escalators)
□ N/A
AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen)
0 NIA _______ _
* High-rise residential buildings are 4 or more stories.
** For alterations~ $1,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition : comply
with Section 18.030.040 of the CMC (section 28 below) instead.
4
2. Photovoltaic Systems
A. □ Residential new construction. Refer to Section 150.1(c)14 of the CEC for single-family requirements and Section
170.2(d) of the CEC for multi-family requirements. If project includes installation of an electric heat pump water
heater pursuant to CAP section 3 below (residential water heating), increase system size by .3kWdc if PV offset
option is selected.
Floor Plan ID (use additional CFA orSARA #d.u. Calculated kWdc* Exception
sheets if necessary)
□
D
□
□
Total System Size: kWdc
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
*Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type
If proposed system size is less than calculated size, please explain .
B. 0 Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects 2!$1,000,000 BPV AND
affecting 2!75% existing floor area, OR addition that increases roof area by 2!2,000 square feet. Please refer to
Section 18.30.040 and 18.30.070 of the CMC when completing this section.
Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method)
D Gross Floor Area (GFA)Method
GFA: Min.System Size: kWd
□ If< 1 0,000s.f. Enter: 5 kWdc
□If ;:::: 1 0,000s.f. calculate : 15 kWdc x (GFA/10,000) **
**Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
C. 0
Annual TDVEnergy use:*** ______ x .80= Min. system size: ______ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
*All newly constructed non residential, hotel/motel and highrise multifamily buildings that are required by CEC section
140.10(a) to have a PV system shall also have a battery storage system meeting CEC section 140.10(b}. Non
residential, hotel/motel and multifamily additions, alterations or repairs that trigger solar due to the Carlsbad Climate Action
Plan will NOT require battery storage. Battery storage is required when triggered by CEC section 140.1 0(a) and/or 170.2(9).
5
3. Water Heatin
A Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1(c)8 or 170.2(d) of the CEC when completing this
section. Provide complete details on the plans.
Residential new construction and alterations:
D Required: 60% of energy needed for service water heating from on-site solar or recovered energy.
For systems serving individual units, choose one system:
D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
□ Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required.
D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher.
D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
D Gas or propane system with a solar water hearing system and recirculation system.
For systems serving multiple units, choose one system:
D Heat pump water heating system with recirculation loop tank and electric backup.
D Solar water heating system that is either:
D .20 solar savings fraction D .15 solar savings fraction , plus drain water heat recover
OR:
D System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from
on-site solar or recovered energy.
D Exception: ____________________________________ _
B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020
and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details
on the plans.
1. Non-residential:
D Required: Water heating system derives at least 40% of its energy from one of the following :
D Solar-thermal D Photovoltaics D Recovered energy
D Required: High-capacity service water heating system
2. Water heating system is (choose one):
D Heat pump water heater
□ Electric resistance water heater(s)
D Solar water heating system with .40 solar savings fraction
3. Hotel/motel:
D Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC)
D Required: Located in garage or conditioned space
Exception:
6
4. Electric Vehicle Charging
A [ii Residential • New construction and major alterations.* This section also applies to hotel/motel projects. Refer to Section
18.21.030 of the CMC and Section 4.106.4 of the GBSC when com letin this section.
Choose one:
~ One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed)
□ New detached ADU . (no EV space required when no additional parking facilities are added)
□ New one and two-family residential d'Nellings and townhouse with attached private garage.
□ One EV Ready parking space required □ Exception : __________ _
□ New and major alterations to multi-family and hotel/motel projects: □ Exception: ________________ _
Total Parking Spaces Proposed EVSE Spaces
EV Capable ( 10% of total) I EV Ready (25% of Total) I EV charqers (5% of Total)
I I
*Major alterations are:
(1) for one and two-family dwellings and for town houses with an attached garage , alterations have a building permit valuation i? $60,000 or
include an electrical service panel upgrade.
(2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit valuation i? $200,000, i nteriorfinishes a re
removed and significant site work and upgrades to structural and mechanical , electrical, and/or plumbing systems are proposed.
B. D Non-Residential -New construction D Exception : ____________ _
Please refer to Section 18.21.040 of the CMC when completing this section
Total Parking Spaces
Proposed EV Capable I EVCS (Installed with EVSE) I EV Ready (optional) I EV Space (optional)
I I I
Calculation: Refer to the table below:
Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS Onstalled with EVSE)
□ 0-9 1 1
□ 10-25 4 1
□ 26-50 8 2
□ 51-75 13 3
□ 76-100 17 5
□ 101-150 25 6
□ 151-200 35 9
□ 201 andover 20 percent of total 25 percent of Required EV Spaces
Calculations: Total EV Capable spaces= .20x Total parking spaces proposed (rounded up to nearest whole number)
EVSE Installed= Total EVSE Spaces x .25 (rounded up to nearest whole number)
EVSE other may be "EV Ready" or "EV Space"
7
5. D Transportation Demand Management (TOM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to
your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Office (all)2 20
Restaurant 11
Retaib 8
Industrial 4
Manufacturing 4
Warehousing 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 1()lhEdition
13
11
4.5
3.5
3
1
2 For all office uses, use SANDAG rate of 20 ADT/1 ,000 sf to
calculate employee ADT
3 Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
sample calculatjons·
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be
contacted should my permit require a TDM plan and understand that an approved TDM plan is a condition of permit issuance.
Applicant Signature: __________ _
Name: ______________ _
Date: _______________ _
Phone No.: _____________ _
8
•
( City of
Carlsbad
CLIMATE ACTION PLAN (CAP) COMPLIANCE
CAP Building Plan
Template
8-55
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
The following summarizes project compliance with the applicable Climate Action Plan ordinances of the Carlsbad Municipal Code and California
Green Building Standards Code (CALGreen), current version. The following certificate shall be included on the plans for all building permits that
are required to comply with the CAP measures:
1. ENERGY EFFICIENCY APPLICABLE: □YES [i] NO
Complies with CMC 18.30.060
or 18.21.050 0Yes [i]N/A
Existing Structure, year built: _1_e1_2 ___ _
Prepared Energy Audit? Qes [j]No
Energy Score: _____ _
Efficiency Measures included in scope:
2. PHOTOVOLTAIC SYSTEM APPLICABLE: DYES [i] NO
Complies with CMC section 18.30.040 and 2022 California Energy
Code section 150.l(c)14 D Yes DIA
Size of PV system (kWdc):
Sizing PV by load calculations D Yes D No
If by Load Calculations:
Total calculated electrical load:
80% of load:
Exception Requested
Exception Approved BYes ~
Yes ONo
3. ALTERNATIVE WATER HEATING SYSTEM APPLICABLE: □ YES [i] NO
4.
5.
Complies with CMC sections 18.30.020
18.20.030 and/or 18.30.050?
Alternative Source:
□ Electric
□ Passive Solar
Exception Requested
Exception Approved
ELECTRIC VEHICLE (EV) CHARGING APPLICABLE:
OYes
□Yes
DYES
0No
□No
[j]No
Complies with CMC
section 18.21.030?
Panel Upgrade?
0Yes ON/A D Yes ONo
Required Provided
Total EV Parking Spaces:
No. of EV Capable Spaces:
No. of EV Ready Spaces:
No. of EV Installed Spaces:
Hardship Requested
Hardship Approved
----r:Jv es
□Yes
TRAFFIC DEMAND MANAGEMENT APPLICABLE:
Compliant?
TOM Report on file with city?
□No
□No
□ YES [Z]No
0Yes0No
□Yes DNo