HomeMy WebLinkAbout1747 BONITA LN; ; CBR2022-1494; PermitBuilding Permit Finaled
Residential Permit
Print Date: 04/19/2024
Job Address: 1747 BONITA LN, CARLSBAD, CA 92008-1147
Permit Type: BLDG-Residential Work Class: Second Dwelling Unit
Parcel#: 2050801800 Track#:
Valuation: $70,596.48 Lot#:
Occupancy Group: R-1 Project#:
#of Dwelling Units: 1 Plan #:
Bedrooms:
Bathrooms:
Construction Type:V-B
Orig. Plan Check#:
Occupant Load : 2,019 Plan Check#:
Code Edition:
Sprinkled: No
Project Title:
Description: NEW DETACHED ADU (498 SF) SINGLE STORY
Property Owner:
FEE
BUILDING PLAN CHECK
TEAM CAROLYN S TRUST
1747 BONITA LN
CARLSBAD, CA 92008-1147
BUILDING PLAN REVIEW -MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW -MINOR PROJECTS (PLN)
CERTIFICATE OF OCCUPANCY
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
SB1473 -GREEN BUILDING STATE STANDARDS FEE
SFD & DUPLEXES
STRONG MOTION -RESIDENTIAL (SMIP)
SWPPP INSPECTION FEE TIER 1 -Medium BLDG
SWPPP PLAN REVIEW FEE TIER 1 -Medium
Total Fees: $2,746.48 Total Payments To Date: $2,746.48
Permit No:
Status:
(city of
Carlsbad
CBR2022-1494
Closed -Finaled
Applied: 05/02/2022
Issued: 07/07/2022
Finaled Close Out: 03/25/2024
Final Inspection: 09/25/2023
INSPECTOR: Alvarado, Tony
Balance Due:
AMOUNT
$755.30
$194.00
$98.00
$15.00
$175.00
$3 .00
$1,162.00
$9.18
$271.00
$64.00
$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 Cl!JR,2t;f2.Z -I '-191/
Est. Value jl 10, scr k '"\.i
PC Deposi Ji 755". .3 0
Date S·2.·ZP"ZZ,.
r-r'-f 7
Job Addresr~1~)NITA LN Unit: _____ APN: 205-080-18-00
CT /Project #: __________________ lot#: 18 Year Built: _1_96_7 _______ _
Fire Sprinklers:0Es(!)No Air Conditioning:QYESC!)No Electrical Panel UpgradeQYES0No
BRIEF DESCRIPTION OF WORK CONSTRUCT A NEW 498 SF SINGLE STORY DETACHED ACCESSORY DWELLING UNIT
x New SF: 498 Living SF,~~ __ Deck SF, ____ Patio SF, ____ Garage SF __ _
Is t his to create an Accessory Dwelling Unit? C!)vQN New Fireplace? Qv(!)N, if yes how many? __ _
Remodel: _____ SF of affected area Is the area a conversion or change of use? Qv QN
Pool/Spa: _____ SF Additional Gas or Electrical Features? ____________ _
Solar: ___ KW, ___ Modules, Mounted:Ooof();round, Tilt:O vO N, RMA:QYQN,
Battery: Ov 0-J , Panel Upgrade: Qv 0
Re roof: ___________________________________ _
~ Plumbing/Mechanical/Electrical
Only: Other:
FOR NEWADU
PRIMARY APPLICANT PROPERTY OWNER
Name: MATTHEW BALDWIN OF PEOPLESCALE DESIGN Name: CAROLYN SUE TEAM
Address: 2604b EL CAMINO REAL, SUITE 250 Address: 1749 BONITA LN
City: CARLASBAD State: CA Zip:_9_20_0_8 __ City: CARLSBAD
Phone: 760-473-2799 Phone: 760-419-4430
Email: MBALDWIN@PEOPLESCALEDESIGN.COM Email : TEAMPTG@MSN.COM
DESIGN PROFESSIONAL CONTRACTOR OF RECORD
State:_C_A __ Zip: 92008
Name: SAME AS APPLICANT Business Name: OWNER/ BUILDER
Address: Address: __________________ _
City: _______ State: ___ Zip: _____ City: _______ State: ___ Zip: ______ _
Phone: Phone: __________________ _
Email: Email: ___________________ _
Architect State license: CSLB License #: _______ Class: ______ _
Carlsbad Business License# (Required): _______ _
APPLICANT CERT/FICA TION: I certify that I have read the application and state that the above information is correct and that the
information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building
construction.
NAME (PRINT): MATTHEW BALDWIN 7 _.,,,r.:..---, ,. -2022 04 1 a SIGN: ~/ 1:' ,7-· '-.... ___ DATE: • •
lb35 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email:
REV. 07/21
THIS PAGE REQUIRED AT PERMIT ISSUANCE
A BUILDING PERMIT CAN I ISSL O A STATE LICENSED CONTRACTOR OR A PROP NER. IF TH
SIGNING THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTfR l'i REQUIRED PRIO
PERMIT ISSUANCE.
(OPTI ·~~~~NTRA TOR DE LARATION:
b
B
Q1 have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is Issued. PolicyNo. __
-OR-QI 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.
y workers' compensation insurance carrier and policy number are: Insurance Company Name: ____________________ _
Policy No. __________________________ Expiration Date: ______________ _
-OR-
O 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
\UbJect 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 EN DIN (. GH
111:!reby 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 : I certify that I have read the application and state that the above information is correct and that
the information on the plans is accurate. /agree to comply with all City ordinances and State laws relating to building
construction.
NAME (PRINT): SIGNATURE: DATE: ------------------------------------Note: If the person signing above is an authorized agent for the contractor provide a letter of authorization on contractor letterhead.
-OR -
(OPTION B)· OWNER-BUILDER D CLAK
I hereby affirm that I am exempt from Contractor's License Law for the following reason: Q 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-
0 1. as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
l"'onnactor'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
1lllr~uant to the Contractor's License Law}.
-OR-O I am exempt under Business and Professions Code Division 3. Chapter 9, Article 3 for this reason:
\NO .
•
I understand that a copy of the applicable law, Sect ion 7044 of the Business and Professions Code, is available upon request when this application is
ubmitted or at the following Web site: http:I/www.leginfo.ca.govlcalaw. html.
OWNER CERT/FICA T/ON: /certify that I have read the application and state that the above information is correct and that the
information on theplansisaccurate. lagree to comply with all City ordinances and State laws relating to building
construction.
NAME (PRINT): MATTHEW BALDWIN
/ 't ....
SIGN: l /' (-;. )-DATE: 2022.04 .18 -------------Note: If the person signing above is an authorized agent for the property owner include form B-62 signed by property owner.
I t>35 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax· 760-602-8558 Email:
2 REV. 07/21
( City of
Carlsbad
OWNER-BUILDER Development Services
ACKNOWLEDGEMENT E.O
FORM -cE\\J
B-61
--J\KL
c1iY O\::: \V\S\O
OWNER-BUILDER ACKNOWLffl~EN'11 FORM
Building Division
163S Faraday Avenue
760-602-2719
www.carlsbadca.gov
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An app lication for construction permit(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address 1749 BONITA LN , CARLSBAD, CA 92008
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 initia led 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 acknowledgments designed to inform the property owner of his/her obligations related to the requested
permit activities.
I. ~ understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner·
Builder" 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
insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of
the limits of my insurance coverage for injuries to workers on my property.
11. ~I understand building permits are not required to be signed by property owners unless they are responsible
for the construction and are not hiring a licensed contractor to assume this responsibility.
tll. ~I understand as an "Owner-Builder" I am the responsible party of record on the permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his
or her name instead of my own.
IV. G~ understand contractors are required by law to be licensed and bonded in California and to list their license
~u,,,m? on permits and contracts.
V. ~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 federal law.
1 REV. 08/20
Owner-Builder Acknowledgement Continued
VI. LJ!£{_1 understand if I am considered an "employer" under state and federal law, I must register with the state
and 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
laws may subject me to serious financial risk.
~ understand under California Contractors' State License Law, an Owner-Builder who builds single-family
residentia l structures cannot legally build them with the intent to offer them for sale, unless all work is performed
by licensed subcontractors and the number of structures does not exceed four within any calendar year, or all of
the work is performed under contract with a licensed general building contractor.
VII.
VIII.
IX.
X.
XI.
L)01 understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable
for any financial or personal injuries sustained by any subsequent owner(s) which result from any latent
construction defects in the workmanship or materials.
C ~ understand I may obtain more information regarding my obligations as an "employer" from the Internal
Revenue Service, the United States Small Business Administration, the California Department of Benefit
Payments, 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
a~censed contractors.
~I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand
that I am the party legally and financially responsible for proposed construction activity at the following address:
1749 BONITA LN, CARLSBAD, CA 92008
c.¢"1:gree that, as the party legally and financially responsible for this proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner-Builders as well as employers.
XII. ~gree to notify the issuer 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 li able for damages. If you obtain a permit as Owner-
Buifder 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 of perjury that I have read and understand all of the information provided on this form and that my responses, including my
authority to 5ign this form, i5 true and correct. I om aware that I hove the option to con5ult with /ego/ counsel prior to 5igning this form, and I /Jave
either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel.
Property Owner Name (PRINT)
2 REV.08/20
( City of
Carlsbad
OWNERS
AUTHORIZED
AGENT FOij~
8-62 ~ ~ ,.,
'-;,()
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www .ca rlsbadca .gov
OWNER'S AUTHORIZED AGENlSFORM
,/
Only a property owner, contractor or their authorized agent may submit plans and applications for building
permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring
this signed form, which identifies the agent and the owner who s/he is representing, and for what jobs s/he
may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate
permit application.
Note: The following Owner's Authorized Agent form is required to be completed by the
property owner only when designating an agent to apply for a construction permit
on his/her behalf.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility,
I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary
to obtain an Owner-Builder Permit for my project.
CONSTRUCT A NEW 498 SF SINGLE STORY DETACHED ACCESSORY DWELLING UNIT
Scope of Construction Project (or Description of Work): ___________________ _
1749 BONITA LN, CARLSBAD, CA 92008 Project Location or Address: ____________________________ _
MATTHEW BALDWIN 760-473-2799 Name of Authorized Agent: _________________ Tel No. ________ _
AddressofAuthorizedAgent:26Q4b EL CAMINO REAL, SUITE 250
CARLSBAD, CA 92008
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled
out the above information and certify its accuracy.
PropertyOwner'sSignature: L1~ 7 ,du.L ~ Date:~ . o2.tJ ~~ ;l---
1
Building Permit Inspection History Finaled
(city of
Carlsbad
PERMIT INSPECTION HISTORY for {CBR2022-1494)
Permit Type: BLDG-Residential
Work Class: Second Dwelling Unit
Application Date: 05/02/2022 Owner: TRUST TEAM CAROLYN S TRUST
Status: Closed -Finaled
Issue Date: 07/07/2022 Subdivision: BONITA VALLEY
Expiration Date: 06/19/2023
IVR Number: 40333
Address: 1747 BONITA LN
CARLSBAD, CA 92008-1147
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
08/16/2022 08/16/2022 BLDG-SW-Pre-Con 189270-2022
COMMENTS
Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency August 16. 2022:
1. Informed contractor
representative/owner builder regarding all
City Of Carlsbad preconstruction meeting
requirements-approved.
09/02/2022 09/02/2022 BLDG-21 190638-2022 Passed Tony Alvarado
09/06/2022
Underground/Underflo
or Plumbing
Checklist Item
BLDG-Building Deficiency
COMMENTS
BLDG-31
Underground/Conduit -
Wiring
190812-2022
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-81 Underground 190988-2022
Combo(11, 12,21,31)
Checklist Item COMMENTS
Passed
Cancelled
BLDG-Building Deficiency Cancelled Inspection
Tony Alvarado
Tony Alvarado
09/21/2022 09/21/2022 BLDG-11 192135-2022 Passed Tony Alvarado
Friday, April 19, 2024
Foundation/Ftg/Piers
(Rebar)
Checklist Item
BLDG-Building Deficiency
COMMENTS
1. Footing foundation steel reinforcement
rebar, and slab steel reinforcement
rebar-OK.
2. Geotech CERT letter, and surveyor CERT
letter for setbacks to property lines-OK.
BLDG-12 Steel/Bond
Beam
192134-2022 Passed Tony Alvarado
Complete
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Reinspection Incomplete
Passed
No
Complete
Passed
Yes
Complete
Page 1 of 4
PERMIT INSPECTION HISTORY for (CBR2022-1494)
Permit Type: BLDG-Residential
Work Class: Second Dwelling Unit
Application Date: 05/02/2022 Owner: TRUST TEAM CAROLYN S TRUST
Status: Closed -Finaled
Issue Date: 07/07/2022 Subdivision: BONITA VALLEY
Expiration Date: 06/19/2023 Address: 1747 BONITA LN
CARLSBAD, CA 92008-1 147 IVR Number: 40333
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
11/03/2022 11/03/2022
11/15/2022 11/15/2022
11/23/2022 11/23/2022
12/05/2022 12/05/2022
12/19/2022 12/19/2022
Friday, April 19, 2024
Status
Checklist Item COMMENTS
BLDG-Building Deficiency 1. Footing foundation steel reinforcement
rebar, and slab steel reinforcement
rebar-OK.
2. Geotech CERT letter, and surveyor CERT
letter for setbacks to property lines-OK.
3. Underground buried electrical conduit,
from new ADU to existing dwelling
structure -OK
BLDG-81 Underground 192318-2022 Passed Tony Alvarado
Combo(11, 12,21 ,31)
Checklist Item COMMENTS
BLDG-31 1. Footing foundation steel reinforcement
Underground-Conduit Wiring rebar, and slab steel reinforcement
rebar-OK.
BLDG-83 Roof Sheating,
Exterior Shear (13, 15)
Checklist Item
2. Geotech CERT letter, and surveyor CERT
letter for setbacks to property lines-OK.
3. Underground buried electrical conduit,
from new ADU to existing dwelling
structure -OK
195739-2022 Passed Tony Alvarado
COMMENTS
BLDG-13 Shear Panels-HD (ok
to wrap)
BLDG-15 Roof
Sheathing-Reroof
BLDG-84 Rough 196630-2022 Passed Tony Alvarado
Combo(14,24,34,44)
Checklist Item COMMENTS
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
BLDG-16 Insulation 197 439-2022 Passed Tony Alvarado
BLDG-17 Interior 198105-2022 Passed Tony Alvarado
Lath/Drywall
BLDG-24 RoughfTopout 199181-2022 Passed Tony Alvarado
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Yes
Complete
Passed
Yes
Yes
Yes
Yes
Complete
Complete
Complete
Page 2 of 4
PERMIT INSPECTION HISTORY for (CBR2022-1494)
Permit Type; BLDG-Residential
Work Class: Second Dwelling Unit
Application Date: 05/02/2022 Owner: TRUST TEAM CAROLYN S TRUST
Status: Closed -Finaled
Issue Date: 07/07/2022 Subdivision: BONITA VALLEY
Expiration Date: 06/19/2023
IVR Number: 40333
Address: 1747 BONITA LN
CARLSBAD, CA 92008-1147
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
09/25/2023
Checklist Item
BLDG-Building Deficiency
Status
COMMENTS
December 19, 2022:
1. Underground plumbing and electrical
conduit for waste plumbing lines, with
clean out, for new waste-sewer pump,
with incidental electrical conduit scope of
work -approved per manufacture
specifications, and under water leak
pressure test -approved.
BLDG-34 Rough
Electrical
199241-2022 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
1. Underground plumbing and electrical
conduit for waste plumbing lines, with
clean out, for new waste-sewer pump,
with incidental electrical conduit scope of
work -approved per manufacture
specifications, and under water leak
pressure test -approved.
09/25/2023 BLDG-Final Inspection
Checklist Item
224894-2023
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
BLOG-SW-Inspection 225130-2023 Passed Tony Alvarado
Friday, Aprll 19, 2024
Passed
Yes
Complete
Passed
Yes
Complete
Passed
No
Yes
Yes
Yes
Yes
Complete
Page 3 of 4
PERMIT INSPECTION HISTORY for (CBR2022-1494)
Permit Type: BLDG-Residential
Work Class: Second Dwelling Unit
Application Date: 05/02/2022 Owner: TRUST TEAM CAROLYN S TRUST
Issue Date: 07/07/2022 Subdivision: BONITA VALLEY
Status: Closed -Finaled Expiration Date: 06/19/2023 Address: 1747 BONITA LN
CARLSBAD, CA 92008-1147
Scheduled
Date
IVR Number:
Actual Inspection Type
Start Date
Inspection No.
Checklist Item
Are inactives slopes properly
slabili2ed?
Are areas flatter than 3:1
covered or protected?
Are sediment controls properly
maintained?
Are erosion control BMPs
functioning properly?
Are natural areas protected
from erosion?
Is the entrance stabili2ed to
prevent tracking?
Have sediments been tracked
on to the street?
Have materials collected
around the storm drains?
Has sediment accumulated on
impervious surfaces?
Are dumpsters and trash
receptacles covered?
Has trash/debris accumulated
throughout the site?
Are all storage areas clean
and maintained?
Were spills/leaks observed
during the inspection?
Were there any discharges
during the inspection?
COMMENTS
Friday, April 19, 2024
40333
Inspection Primary Inspector Reinspection Inspection
Status
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Page 4 of 4
( City of
Carlsbad
SPECIAL INSPECTION
AGREEMENT
s-4s R
In accordance with Chapter 17 of the California Building Code the following mu
requires special inspection, structural observation and construction material tes i 1
Project/Permit~2.._ZO-z%. -I '1'li-P . ·tAdd 1749 BONITA LN roiec ress:
Development Services
Building Division
35 Faraday Avenue
760-602-2719
www.carlsbadca.gov
being performed
A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder
iii. (If you checked as owner-builder you must also complete Section B of this agreement.)
Name : (Please print CAROLYN SUE TEAM
(Rrsl) (Ml ) (Last)
Mailing Addres . 1749 BONITA LN, CARLSBAD, CA 92008
Email· TEAMPTG@MSN.COM _____ Phone: 760.419.4_4_30 __ _
lam: iiilProperty Owner □Property Owner's Agent of Record □Architect of Record □Engineer of Record >
State of California Registration Numbe • ___ Expiration Date: ___ _ _j-
AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I
understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections,
observations, construction materials testing and off-site fabrication of building components, as prescribed in the sta
special inspections noted on the approved plans and, as required by the California Building Code.
Signature· ~-~ ~.~-=---____ Date: tfl_,«2 • i:J-1;)
B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the
contractor I builder/ owner-builder.
Contractor's Company Name: Please check if you are Owner-Builder (J -------------------
Name: (Please print) CAROLYN SUE TEAM
(Firs!) (MI.) (las!)
Mailing Address: 1749 BONITA LN, CARLSBAD, CA 92008
Email: TEAMPTG@MSN.COM __ Phone: 760 .419 .4430 -----
State of California Contractor's License Number: Expiration Date:_ _ ___ _
• I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on
the approved plans;
• I acknowledge that control will be exercised to obtain conformance with the construction documents approved by the
building official;
• I will have in-place procedures for exercising control within our (the contractor's) organization, for the method and
frequency of reporting and the distribution of the reports; and
• I certify that I will have a qualified person within our (the contractor's) organization to exercise such control.
• I will provide a final report I letter in compliance with CBC Section 1704.1 .2 prior to requesting final
inspection.
Signature:~,~~~--___ Date : C,_~~ ~~
8-45 Page 1 of 1 Rev. 03/20
DATE: June 23, 2022
JURISDICTION: Carlsbad
• lW
INTERWEST
A <,.A► bu,11 COM ANV
□ APPLICANT
□ JURIS.
PLAN CHECK#.: CB-CBR2022-1494.rcl-Approved ____ SET: II
PROJECT ADDRESS: 1747 Bonita Lane
PROJECT NAME: DETACHED ADU FOR GARY TEAM
~ The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The check list transmitted herewith is for the applicant's information . The plans are being held at
lnterwest until corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
~ lnterwest staff did not advise the applicant that the plan check has been completed.
D lnterwest staff did advise the applicant that the plan check has been completed.
Person contacted : Telephone#:
Date contacted:
Ma il Telephone
0 REMARKS:
By: Abe Doliente
lnterwest
(by : Email:
Fax In Person
Enclosures:
Received on: 6/16/22
9320 Chesapeake Drive, Suite 208 ♦ San Diego, Ca li forn ia 92 123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
I~ SOLID PLAN
;;ap ENGINEERING
SolidPlanEngineering.com
Sean Kessel, P.E. (858) 848-7734
sean@solidplaneng .com
Mti.~ O 2 'lG22
C\TY Of ,
STRUCTURAL CALCULA ~e NS
Bonita Lane ADU
1749 Bonita Lane Carlsbad, CA 92008
2022/03/30 : Project# 21-010
Table of Contents
Design Criteria & Loads ................................. .
Gravity Analysis & Design ........... ..
Lateral Analysis & Design ............. .
Fo undation A na lysis & Design ... .
2022-03-30
/\D
CBR2022-1494
1747 BONITA LN
1747 BONITA: BONITA. NEW DETACHED ADU (498 SF)
SINGLE STORY
2050801800
5/2/2022
CBR2022-1494
Design Criteria
Building Code:
Concrete:
Masonry:
Mortar:
Grout:
Reinforcing Steel:
Structural Steel:
Bolting:
Welding :
Wood:
Soil:
Desig_n Loads
Load 1
DL Asphalt Shingle Roof
1/2" Plywood
Joists
Insulation
Drywall
Electrical/Mech./Misc.
Other
Total DL
LL Residential Roof
Total Load
2018 IBC/2019CBC -ASCE / SEI 7-16
ACI 318-14 [fc = 2500 psi -No Special Inspection Req.'d (U.N.O.)]
TMS 402-16/ACI 530-16 [Normal Wt.-ASTM C90-fm;;;l500 psi-Spec. Insp. Req.'d]
ASTM C270 [fc = 1800 psi Type SJ
ASTM C476 [fc = 2000 psi]
ASTM A615 [Fy = 40 ksi For #4 Bars & Smaller/ Fy = 60 ksi For #5 Ba rs & Larger]
AISC 360-16
W Shapes (I Beams): ASTM A992, High Strength, Low Alloy, Fy = 50 ksi
HSS Shapes (Rect.): ASTM A500, Carbon Steel, Fy = 46 ksi
HSS Shapes (Round): ASTM AS00, Carbon Steel, Fy = 42 ksi
Pipe Shapes: ASTM A53, Grade B, carbon Steel, Fy ;;; 35 ksi
All other steel : ASTM A36, Fy = 36 ksi
A307 / A325-N / A490-N (Single Plate Shear Conn.)
E70 Series Typ. (E90 Series for A615 Grade 60 Reinforcing Bars)
Shop welding to be done in an approved fabricator's shop.
Field welding to have continuous Special Inspection.
NDS-2018
Soil Classification (Table 1806.2):
Allowable Bearing Pressure (psf) ;;;
Pasive Bearing Pressure (psf/ft) =
Active Pressure (psf/ft) =
At-rest Pressure (psf/ft) ;;;
Coefficient of Friction =
sf
4.0
1.5
3.5
1.5
2.5
1.0
0.0
14
20
34
(SW, SP, SM, SC, GM, & GC)
1500 (Table 1806.2)
150 (Table 1806.2)
30 (Table 1610.1)
60 (Table 1610.1)
0.25 (Table 1806.2)
Int. Wall
DL Drywall
2x4 Studs @ 16"o.c.
Misc.
other
Total Load
Ext. Wall 1
DL Stucco
2x6 Studs @ 16110.c.
Drywall
Insulation
Misc.
Other
Total Load
2022-03-30
sf
5.0
1.0
1.0
7
sf
10.0
2.0
2.5
1.5
1.0
17
S2
Multiple Simple Beam
.. , .....
Descri tion : ROOF HEADERS
Wood Beam Design: RH-1
BEAM Size : 6x6, Sawn, Fully Unbraced
2022-03-30
Printed. 29 MAR 2022, 8.59PM
1 e: omta.ec
Software copyright ENERCALC, INC. 1983-2020, Bulld:12.20.10.31
Calculations per NOS 2012, IBC 2012, CBC 2013, ASCE 7-10
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Species : Douglas Fir-Larch Wood Grade : No.2
Fb -Tension
Fb -Compr
875 psi Fe -Prll 600 psi Fv 170 psi Ebend-xx 1300 ksi
470 ksi
Density 31.21 pcf
875 psi Fe -Perp 625 psi Ft 425 psi Eminbend -xx
Applied Loads
Beam self weight calculated and added to loads
Unif Load: D = 0.0140, Lr= 0.020 k/ft, Trib= 14.0 ft
Unif Load: D = 0.0160 k/ft, Trib= 1.50 ft
Design Summary
Max fb/Fb Ratio =
fb : Actual :
Fb : Allowable :
0.401 • 1
438.43 psf at
1,093.75 psi
+D+Lr+H
2.000 ft in Span# 1
Load Comb :
Max fv/FvRatio = fv : Actual :
Fv : Allowable :
Load Comb :
Max Reactions (k)
Left Support Right Support
0.183 : 1 38.85 psi at
212.50 psi
+D+Lr+H
.Q .L.
0.45 0.45
1r
0.56 0.56
0.000 ft in Span# 1
.s. .E .I:!
. '• -------------6·~:--=-r -i~l~.-~-~-:~~~ :_~=~ ;~t~: ~--~.::.· -• -._.:: ~~~_-\\~:.•~ ~~-~:~_-_ -~;
-~ •. Ao.~ _t:·:.r... t, '· -• ~ .... -... ~-~:
4.0 fl
ax De iect1ons
Transient Downward 0.016 in
2934
LC : Lr Only
0.000 in
9999
Ratio
Transient Upward
Ratio
LC:
Total Downward
Ratio
0.030 in
1622
LC: +D+Lr+H
Total Upward 0.000 in
Ratio 9999
LC:
S3
2022-03-30
Seismic Design
Design Variables
* A Site Specific Ground Motion Hazard Analysis is not Required -See Note below *
Base Shear Calculation (ASCE 7-16 Sec. 12.8 Equiv. Lat. Force Procedure)
Latitude= 33.17 (12.8-2) V = C5W Cs = Sos*I/R = 0.127
Longitude = -117.33
Site Class = D
Occupancy = II
(12.8-3) for T$TL: So1*I/(RT) Where: Cs max. = for T> TL: So1 *TL *l/(RT2) Table 1.5-1 (12.8-4)
Seis. category = D Table 11.6-1 & 2
I = 1.0
R = 6.5
Table 1.5-2 (12.8-5) for S1<0.6:0.044S05I~0.01 Where: Cs min. = Table 12.2-1 (12.8-6) for s,~o.6: 0.5S1 *1/R
Ss = 1.033 Section 11.4.2
Si = 0.376 Section 11.4.2 DL Area Len.
Fa= 1.200 Table 11.4-1 Material (psf) ft2 (ft)
Fv = 1.924 Table 11.4-2 Load 1 14 676
SMs = Ss*Fa = 1.240
,.__
(11.4-1) Q) Q) a.>
SMl = S1*Fv = 0.723 (11.4-2) a. Q) Ext. Wall 1 17 48 :::i ....J
Sos= 2/3*SMs = 0.826 (11.4-3) Int. Wall 7 12
So1 = 2/3*SM1 = 0.482 (11.4-4) 676
All other structural systems
Ct = 0.02 Table 12.8-2
X= 0.75 Table 12.8-2
TL= 8 Figure 22-15
Ta= Cr*hnx = 0.112 (12.8-7)
T =Ta= 0.112 Section 12.8.2
Ts= 501/Sos = 0.5836 Section 11.4.6
1.5*Ts = 0.8754
hn = 10.0 Section 12.8.2.1
Cs= 0.127 Section 12.8. l.l
k= 1 Section 12.8.3
¼= 4 Table 12.2-1
l:i.a = hsx * 0.025 Table 12.12-1
Vertical Distribution of Forces & Allowable Elastic Drift {ASCE 7-16, Sec. 12.8.3 & 12.8.6)
Level Wx hx h/ Wxh/ Fx fx (pSf) % P 5xe allow.
Upper Level 13.5 10.0 10.0 135 1.7 2.5 100% Yes 0.750
13.5 135 2 3
Level Forces (ASCE 7-16, Sec. 12.10.1.1)
Level Wx I.Wx f x I.Fx Fpx Fpx (ASD) Where:
Roof 13.5 13.5 1.7 1.7 2.2 1.6 Fmin. = 0.21SosWx
Fmax. = 0.4ISosWx
13.5 1.7
=
=
Ht.
(ft)
9
9
0.660 Max.
0.036 Min.
w
(kips)
9.5
3.7
0.4
13.5
Where:
Oxe allow. = Ila *I/Cd
(Section 12.8.6)
p : Redundancy Check
Required If story shear
is > 35% of base shear
(Section 12.3.4.2)
ASCE 7-16 (11.4.8) Site-Specific Ground Motion -Exemption #2 (Site Class D & Sl~0.2) Cs is determined by Eq. (12.8-2) for T ~
1.STs, or equal to 1.5 times the value of either: Eq. (12.8-3) for TL ~T > 1.STs or Eq. (12.8-4) for T > TL
S4
2022-03-30
Wind Design
Wind Pressures for MWFRS ASCE 7-16 Ch.28 Part 2 -Simplified Envelope Procedure
Design Variables
Occupancy = II Table t.5-1
Iw1nd ;::: 1.00 Tables 1.5·2
Basic Wind Speed (mph) = 110 CBC 1609.3(1)
Exposure Category = B Section 26.7.3
Topographic K2t ;::: 1 Section 26.8.2
Width (ft) = 22.0 Transverse
Length (ft) = 24.0 Longitudinal
Roof Pitch 3 : 12
Eave Ht. (ft) ;::: 9.5
Ridge Ht. (ft) = 12.3
Mean Roof Ht (ft) = 10.9
A ;::: 1 Figure 28.5· 1
8 = 14.0
XKzil = 1.0
2a (ft) = 6.0 Figure 28.5-1 Notes
Min. Loads (psf) = A & c = 16, B & D = s Section 20.s.4
Zones E, F, G, & H = 0 Ps = AKzilP530 (28.5-1) Note: (-) Horiz. Pressures shall be zero.
Horiz. Press.
(psf) A B C D
Transverse 23.6 -7.5 14.3 -4.2
Longitudinal 19.2 -9.1 11.6 -5.4
l 1 1 1 1 I l t 1 1 I t t t t t t t t t
Vertical -------------------7
--r Ridge Eave heigh!
height
Wind pressures ore In psi
"Because wind presence is less than z.ero (0), use O for design.
Transverse Horizontal Design Force:
Transverse Tributary Area :
Transverse Horizontal Design Pressure:
4.6 kips
294 ft2
15.7 psf
Wind pressures ere in psr
Longitudinal Horizontal Design Force:
Longitudinal Tributary Area:
Longitudinal Hori zontal Design Pressure:
4.0 kips
239 ft2
16.8 psf
E
-21.0
-21.0
Zone
A
B
C
D
E
F
G
H
Zone
A
B
C
D
E
F
G
H
Vert. Press. Overhangs
F G H EoH GoH
-13.5 -14.6 -10.4 -29.4 -23.0
-11.9 -14.6 -9.2 -29.4 -23.0
Transverse
P s Ps (MIN) Area Force (k) Total (k)
23.6 16.0 57 1.3
0.0 8.0 17 0.1
14.3 16.0 171 2.7 4.6
0.0 8.0 50 0.4
-21.0 0.0 66 -1.4
-13.5 0.0 66 -0.9
-14.6 0.0 198 -2.9 -7.2
-10.4 0.0 198 -2 .1
Longitudinal
Ps Ps (MIN) Area Force (k) Total (k)
19.2 16.0 62 1.2
11.6 16.0 178 2.8 4.0
-21.0 0.0 72 -1.5
-11.9 0.0 72 -0.9
-14.6 0.0 192 -2.8 -6.9
-9.2 0.0 192 -1.8
S5
Lateral Design
Upper Level
Seis. Area ( ft') =
Shear Line Len.Tot. (ft) =
Wind Relative to Ridge =
Wind Lengths:
l+l = Vert.Trib Height (ft) =
lw = Dist to Adj Gridline (ft) =
Shear Above: Line =
V-.>.oove (Seis/Wind) =
0/t>rnb. of Load =
VxAbv.Trlb. (Seis/Wind) =
Conv.ShearPanel =
Length =
Load Type =
Shear Load (lbs) =
Wall DL01st (psf) =
Resis. Dlo,st (plf) =
Resis. D4>olnt (lbs) =
D'-Po1nt Dist (ft) =
Momentor (lb-ft) =
1MomentReslsf.. (lb-ft) =
Uplift (lbs) =
UpllftAboVe=
Uplitt__ =
Holdowns Req'd =
N-S Line:
676
24
Parallel
Left Right
I 8.0
I 22.0
-
--
W1
10.5
Seis. I Wind
601 888
16
182
5412 7994
8703 10782
-329 -279
N/A NIA
Seis. Overstrength (kips)= 1.8
01 C i QJ > 0
Upper Level
Seis. Area (ft') =
Shear Line Len.rot. (ft) =
Wind Relative to Ridge =
Wind Lengths:
LH = Vert.Trib Height (ft) =
Lw = Dist to Adj Gridline (ft) =
Shear Above: Line =
VxAoove (Seis/Wind) =
0/o-rni,. of Load =
VxAJw.Trlb. (Seis/Wind) =
Conv. Shear Panel =
Length =
Load Type =
Shear Load (lbs) =
Wall D~st. (psf) =
Resis. Dloi.t. (plf) =
Resis. Dlpalnt (lbs) =
D4oint Dist (ft) =
Momentor (lb-ft) =
1MomentResist (lb-ft) =
Uplift (lbs) =
UpliftAbove =
Upll~et. =
Holdowns Req'd =
Seis. Overstrength (kips) =
N-S Line:
676
24
Parallel
Left Right
I 8.0
I 22.0
-
--
W1
8
Seis. I Wind
301 444
16
182
2706 3997
5052 6259
-313 -302
N/A N/A
1.2
A
p = 1.0
S05 = 0.826
Plate Ht. (ft) = 9
Lwau Tot. (ft) = 10.5
-
---
W2
I
0 0 0
---
---
---
---
C
p = 1.0
Sos= 0.826
Plate Ht. (ft) = 9
Lwa11 Tot. (ft) = 16
-
---
W2
8
Seis. I Wind
301 444 0
16
182
2706 3997 -
5052 6259 -
-313 -302 -
N/A N/A -
1.2
-
W3
I
-
W3
I
Shearwall
Strength Design Seis. Force: Fx =
Maximum Wind Pressure: Px =
VxSels.(ASOl = Area/2*Fx*p*0.7 =
xWlnd = l.+l*Lw/2*Px *0.6 = V
-
"i.Vx (Above) =
VxTotal =
Vx/L =
Use Shearwall Type=
Seis.
2.5
601
601
Wind
psf
16.8 psf
lbs
888 lbs
lbs
888 lbs
57 85 plf
@
2022-03-30
with LTP4 clips@ 48 "o.c. 22%
for entire length of grid line A
W4 Ws w 6
I I I
0 0 0 0 0 0
------
------
------
------
Shearwall Seis. Wind
Strength Design Sels. Force: Fx = 2.5 psf
Maximum Wind Pressure: Px =
Vx5e1s.(ASD} = Area/2*Fx*P*0.7 =
xWlnd = l.+l*Lw/2*Px *0.6 = V
-
r-Jx (Above)=
VxTotal =
Vx/L =
Use Shearwall Type=
601
601
38
16.8 psf
lbs
888 lbs
lbs
888 lbs
56 plf
@
0
-
-
-
-
with LTP4 clips@ 48 "o.c. 22%
for entire length of grid line C
W4 Ws w 6
I I I
0 0 0 0 0 0 0
-------
-------
-------
-------
'Resistlng Moment DL Is reduced by 0.6-0.14•S,,. for Sels.(12.14.3.2.3) & 0.6 for Wind (2.4.1.)
S6
2022-03-30
Perforated Shear Wall Analysis
Wood Framed Shear Walls with Openings (SEAOC Design Manual Vol. II)
Gov.
Grid Line: Upper Level A Force: Seismic =
S05 = 0.8264 Uniformly Distributed Resisting DL =
601 lbs
326 plf
Wall Dimensions (ft) Wt W2 W3
Hl =
H2 =
H3 =
Max Shear =
Overturning Moment =
1Resist. Overturning Moment =
Resulting Uplilt Force =
Header Strap Tension =
Sill Strap Tension =
10 It
140 plf
5412 lbs*ft
7894 lbs*ft
(248) lbs
281 lbs
189 lbs
No Holdown Required
CS16 Strap
CS16 Strap
'Resisting Moment DL Is reduced by 0.6-0.14*5os for Sels.(12.14.3.1.3) &. 0.6 for Wind (2.4.1)
Gov.
Grid Line: Force:
Sos= 0.8264 Uniformly Distributed Resisting DL =
Wall Dimensions (ft) W1 W2 W3
Window
Hl =
I II O.
H2 =
H3 =
0 ft
Max Shear = plf 0
Overturning Moment = lbs*ft
1Resist. Overturning Force = lbs*ft
Resulting Uplift Force = lbs
Header Strap Tension = lbs CS16 Strap
Sill Strap Tension = lbs CS16 Strap
'Resisting Moment DL Is reduced by 0.6-0.14•5os for Seis.(12.14.3.1.3) & 0.6 for Wind (2.4.1)
16%
11%
lbs
plf
V {lb) =I
V (plf) =I
V {lb) =I
V (plf) =I
T (lb)=
V {lb) =I
V (plf) =I
T (lb) =I
V {lb) =I
V (plf) =I
V (lb) =I
V (plf) =I
T (lb)=
V {lb) =I
V (plf) =I
T (lb) =I
Vert. Shear Force Above Header
I 210 I
Header Strap Tension
20 I I 281 I I 20
7
Shear tbove o1eninLLJ
I 140 1
Horiz. Force @ OpeniGLJ
301 1 301
100 I
Shear @ Opening
I 100
Vert. Shear Force Below Sill
I 331 I
112
Sill rrap Terion I 189 I 112
Shear Below Sill
37 I 94 I 37
Vert. Shear Force
541 I -541
Vert. Shear Force Above Header
I I
Header Strap Tension
I I I I
Shear tbove o1eninb
I
Horiz. Force @ Openib
I
I
Shear @ Opening
I
Vert. Shear Force Below Sill
I I
Sill ltrap Terlon I I
Shear Below Sill
I I
Vert. Shear Force
S7
Lateral Design
Upper Level
Seis. Area ( ft') =
Shear Line Len.Tot. (ft) =
Wind Relative to Ridge =
Wind Lengths:
L.i = Vert.Trlb Height (ft) =
Lw = Dist to Adj Gridline (ft) =
Shear Above: Line =
VY.Above (Seis/Wind) =
01orr1b. of Load =
VxAbv.Tnb. (Seis/Wind) =
Conv. Shear Panel =
Length =
Load Type =
Shear Load (lbs) =
Wall D'-otst, (psf) =
Resis. Dloist. (plf) =
Resis. D4oint (lbs) =
Dli,o1nt Dist (ft) =
MomentoT (lb-ft) =
1Momen~st. (lb-ft) =
Uplift (lbs) =
UpliftAbove =
Upll~et. =
Holdowns Req'd =
Seis. Overstrength (kips) =
N-S Line:
676
24
Perpendicular
Left Right
I 8.0
I 24.0
-
--
W1
16
Seis. I Wind
601 903
16
28
5412 8129
10662 13210
-339 -328
N/A N/A
1.2
Upper Level N-S Line:
Seis. Area (tt:2) = 676
Shear Line Len.rot. (ft) = 24
Wind Relative to Ridge = Perpendicular
Wind Lengths:
I.ti = Vert.Trib Height (ft) =
L., = Dist to Adj Gridline (ft) =
Shear Above: Line =
v_ (Seis/Wind) =
0/orr1b. of Load =
VxAbv.Trlb. (Seis/Wind) =
Conv. Shear Panel =
Length =
Load Type =
Shear Load (lbs) =
Wall Dloist. (psf) =
Resis. Dloist. (plf) =
Resis. Dli,o1nt (lbs) =
DLPoint Dist (ft) =
Momentar (lb-ft) =
1MomentRestst (lb-ft) =
Uplift (lbs) =
UpliftAboVe =
Upli~et. =
Holdowns Req'd =
Seis. Overstrength (kips) =
Left Right
I 0.0
I 24.0
-
--
W1
14
Seis. I Wind
601 903
16
28
5412 8129
8163 10114
-204 -147
N/A N/A
1.4
1
p = 1.0
Sos= 0.826
Plate Ht. (ft) = 9
Lwall Tot. (ft) = 16
-
--
W2
I
0 0
--
--
--
--
3
p = 1.0
Sos= 0.826
Plate Ht. (ft) = 9
Lwan To~ (ft) = 14
-
--
W2
I
0 0
--
--
--
--
-
-
W3
I
0
-
-
-
-
-
-
W3
I
0
-
-
-
-
Shearwall
Strength Design Seis. Force: Fx =
Maximum Wind Pressure: Px =
V~s(ASO) = Area/2*F,*p*0.7 =
XWlnd = LH*Lw/2*P, *0.6 = V
-
r..Vx (Above) =
VxTot,I =
Vx/L =
Use Shearwall Type=
2022-03-30
Seis. Wind
2.5 psf
15.7 psf
601 lbs
903 lbs
lbs
601 903 lbs
38 56 plf
@
with LTP4 clips @ 48 "o.c. 22%
for entire length of grid line 1
W4 Ws w6
I I I
0 0 0 0 0 0
------
------
------
------
Shearwall Seis. Wind
Strength Design Seis. Force: Fx = 2.5 psf
Maximum Wind Pressure: P, = 15.7 psf
V~s(AS□) = Area/2*F,*p*0.7 = 601
VXWloo = 41*Lw/2*P,*0.6 =
r..v. (Above) =
V,Total =
Vx/L =
601
43
lbs
903 lbs
lbs
903
65
lbs
plf
-@ Use Shearwall Type=
0
-
-
-
-
with LTP4 clips @ 48 "o.c. 22%
for entire length of grid line 3
W1 Ws w 6
I I I
0 0 0 0 0 0 0
-------
-------
-------
-------
'Resisting Moment DL Is reduced by 0.6-0.14*5,,, for Sels.(12.14.3.2.3) & 0.6 for Wind (2.4.1)
S8
2022-03-30
Redundancv Check
Removal of a shear wall or wall pier with a height-to-length ratio greater than 1.0 within any story, or
collector connections thereto, would not result in more than a 33% reduction in story strength. (ASCE
Table 12.3-3)
Upper Level
N-S
Worst Case Force Removed lbs
Grid line C 301
E-W
Worst case Force Removed (lbs)
Foundation Design
Distributed Loads
% Reduction of Story
Sta lbs Strength p
Story Strength (lbs)
1203
25%
Redundancy =
% Reduction of Story
Strength
0%
1.0
1.0
p
Redundancy = 1.0
Grid line: C q= 1500 psf {Note: All loads are psf and lengths are ft)
w= Ext. Wall *Ht. + Int. Wall*Ht. + R1*Span/2 + R2*Span/2 + F1*Span/2 + F2*Span/2= Total Load
W= 17 * 9.0 + 7 * + 34 * 26.0 /2 + * /2+ * /2+ * /2= 595 plf
Gov. Load: D+Lr = 595 plf Use: 12 "Wide x 12 "Deep w/ ( 2 ) #4 Bars T&B
Loaded:
S9
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
TEL. 619-258-7901
1 9 Bonita Lane G~ryTeam September 13, 2022
Project No. 22-1106F5
C lsbad, California 92008
R~ference:
Observation of Foundation Excavation for Proposed ADU
1749 Bonita Lane
Carlsbad, California 92008
"Geologic Maps of the Northwestern Part of San Diego County, California",
Department of Conservation, Division of Mines and Geology, by Siang S. Tan
and Michael P. Kennedy, 1996.
D~ar Mr. Team:
In -11:ccordance with your request, we have observed the foundation excavation for the proposed
AipU at the subject site.
Tht footings have been excavated into medium dense to dense terrace deposits, and are in
co • pliance with the approved building plans. The terrace deposits are considered to exhibit a
ve low expansion potential.
This opportunity to be of service is appreciated. If you have any questions, or we can be of
:furfber service, please do not hesitate to call or contact us .
Re pectfully Submitted,
..
t
.. BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Bonita Lane Residence (ADU)
17 49 Bonita Lane
Carlsbad, CA 92008
Project Designer:
People Scale Design
2604-8 El Camino Real , Suite 250
Carlsbad , CA 9200
760-4 73-2799 Wi/'l.'< 0 2 202.2
~,l\R.LSBJ\D
en'< or-~ o\ S\O 1
Report Prepared by U\LD,
David Schneider
Title 24 Energy Consultants
P.O. Box 711307
San Diego , CA 92171
619-504-561 0
T~ lktcv CONSULTANTS
Job Number:
22-098
Date:
3/2S CBR2022-1494
1747 BONITA LN
The EnergyPro computer program has been used to perform the calculati
authorized by the Ca lifornia Energy Commission for use with both the I
1747 BONITA: BONITA: NEW DETACHED ADU (498 SF)
SINGLE STORY
This program developed by Energ}
2050801 800
5/2/2022
CBR2022-1494
TABLE OF CONTENTS
Cover Page 1
Table of Contents 2
Form CF1 R-PRF-01 -E Certificate of Compliance 3
Form RMS-1 Residential Measures Summary 1 1
Form MF-1 R Mandatory Measures Summary 12
HVAC System Heating and Cooling Loads Summary 16
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (AD U)
Calculation Description: ntle 24 Analysis
GENERAL INFORMATION
01 Project Name
02 Run Title
03 Project Location
04 City
06 Zip code
08 Climate Zone
10 Building Type
12 Project Scope
14 Addition Cond. Floor Area (ft2)
16 Existing Cond. Floor Area (ft2)
18 Total Cond. Floor Area (ft2)
20 ADU Bedroom Count
22 ls Natural Gas Available?
COMPLIANCE RESULTS
Bonita Lane Residence (ADU)
Title 24 Analysis
1749 Bonita Lane
Carlsbad
92008
7
Single family
ewConstruction
0
n/a
498
n/a ~ /~F
Yes \1,. -' ~., L L
~. \,;:~-.J L: ~ L:::
/;: Q C
01 Building Complies with Computer Performance
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Res idence (ADU).ribd19x
OS Standards Version 2019
07 Software Version EnergyPro 8.3
09 Front Orientation (deg/ Cardinal) 288
11 Number of Dwelling Units 1
13 Number of Bedrooms 1
15 Number of Stories 1
17 Fenestration Average U-factor 0.3
19 Glazing Percentage(%) lS.26%
21 fr ADU Conditioned Floor Area n/a
' l
.:. lj =/ Ji L ~-1:> :.:,_!• n: \/,1 ' I~
CFlR-PRF-OlE
(Page 1 of 8)
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
Registration umber: Registration Date/Time: HERS Provider:
222-P0100593068-000-000-0000000-0000 2022-03-29 10:05:22 Ca\CERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
C:rhom::i. \/crc:inn· r'P\J ?n?nnQn1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (A DU)
Calculation Description: Title 24 Analysis
Calculation Date/Time: 2022-03-29T09 :59:25-07:00
CFlR-PRF-0lE
(Page 2 of 8)
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
ENERGY DESIGN RATING
Energy Design Ratings Compliance Margins
Efficiency' (EDR) Total' (EDR) Efficiency1 (EDR) I Total2 (EDR)
Standard Design 59.8 27.1
Proposed Design 59.6 25.5 0.2 I 1.6
RESULT: 3: COMPLIES
1: Efficiency EDR includes improvements to the building envelope and more efficient equipment
2: Total EDR includes efficiency and demand response measures such as photovoltaic (PV) systems and batteries
3: Building complies when efficiency and total compliance margins are greater than or equal to zero . Standard Design PV Capacity: 1.53 kWdc . PV System resized to 1.53 kWdc (a factor of 1.533) to achieve 'Standard Design PV' PV scaling
ENERGY USE SUMMARY .._) f
#. I r;
Energy Use (kTDV/ft2-yr) t , I Standard Design I Proposed Design I Compliance Margin I Percent Improvement -
Space Heating 1.58 6.27 -4.69 -296.8
Space Cooling 13.24 14.98 -1.74 -13.1
IAQ Ventilation 5.02 5.02 0 0
Water Heating 40.02 32.85 7.17 17.9
Self Utilization/Flexibility Credit n/a 0 0 n/a
Compliance Energy Total 59.86 59.12 0.74 1.2
REQUIRED PV SYSTEMS -SIMPLIFIED
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size Azimuth Tilt Array Angle Tilt: (x in Inverter Eff. Annual
Exception Module Type Array Type Power Electronics CFI Solar Access (kWdc) (deg) Input (deg) 12) (%) (%)
1.53 NA Standard Fixed none true 150-270 n/a n/a <=7:12 96 100
Registration Number: Registration Date/Time: HERS Provider:
222-P0100593068-000-000-00000DO-DOOO 2022-03-29 1 D:D5:22 CalCERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
<.rh0m:::1 \/orc:inn· rou :>n?nn0n1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (ADU)
Calculation Description: Title 24 Ana lysis
REQUIRED SPECIAL FEATURES
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
• Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
CFlR-PRF-0lE
(Page 3 of 8)
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
Building-level Verifications: . Indoor air quality ventilation
• Kitchen range hood
Cooling System Verifications:
• --None-
Heating System Verifications:
• Verified heat pump rated heating capacity
HVAC Distribution System Verifications:
• -None --
Domestic Hot Water System Verifications: (:F' ·:-~\ J r ~. r rt:. L . --None -I/ \ ,,,, .,... '\ \\. /' J ~. \1... I l 1 ~. j -l -
BUILDING -FEATURES INFORMATION " -~
1 ., ·--........ I
01 02 ~ I 03 .. r 04 ,I ~ OS 06 07
Project Name Conditioned Floor Area (ft2)
Number of Dwelling Number of Bedrooms Number of Zones Number of Ventilation Number of Water
Units Cooling Systems Heating Systems
Bonita Lane Residence (ADU) 498 1 1 1 0 1
ZONE INFORMATION
01 02 03 04 OS 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Water Heating System 2
ADU Floor Area Conditioned (N} Mini Split Systeml 498 9 DHW Sys 1 N/A
Registration Number: Registration Date/Time: HERS Provider:
222-P0100593068-000-000-0000000-0000 2022-03-29 10:05:2.2 CalCERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
<rh0m:::1 \/orc;inn· r0\I Jn?nnQn1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (ADU}
Calculation Description: Title 24 Analysis
OPAQUE SURFACES
01 02
Name Zone
West Wall ADU Floor Area
North Wall ADU Floor Area
East Wall ADU Floor Area
South Wall ADU Floor Area
OPAQUE SURFACES -CATHEDRAL CEILINGS
01 02 03
03 04
Construction Azimuth
R-15 Wall 288
R-15 Wall 18
R-15 Wall 108
R-15 Wall 198
04 05
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
05 06 07
Orientation Gross Area (ft2) Window and Door
Area (ft2)
Front 216 68
Left 198 0
Back 216 18
Right 198 10
06 07 08 09 10
CFl R-PRF-0lE
{Page 4 of 8)
08
Tilt (deg)
90
90
90
90
11
Name Zone Construction Azimuth Orientation Skylight Area
(ft2)
Roof Rise (x in
12)
Roof
Reflectance Roof Emittance Cool Roof
R/30 Roof ADU Floor Area R-30 Roof 288 Front 498 0 4 0.1 0.85 No
1
FENESTRATION/ GLAZING <('-, L ', I '::-..----. ( Cl I ll__ I
01 02 ,,,, 03 ~d 04 05 06 07 08 09 10 11 12 13 14
Width Height Area U-factor SHGC Exterior Name Type Surface Orientation Azimuth (ft) (ft} Mult. (ft2) U-factor Source SHGC Sou re Shading e
(2) Window Window West Wall Front 288 1 16 0.3 NFRC 0.22 NFRC Bug Screen
(2) Window 2 Window West Wall Front 288 1 16 0.3 NFRC 0.22 NFRC Bug Screen
(2) Window 3 Window West Wall Front 288 1 16 0.3 NFRC 0.22 NFRC Bug Screen
(3) Window Window East Wall Back 108 1 8 0.3 NFRC 0.22 NFRC Bug Screen
(1) Window Window East Wall Back 108 1 10 0.3 NFRC 0.22 NFRC Bug Screen
(1) Window 2 Window South Wall Right 198 1 10 0.3 NFRC 0.22 NFRC Bug Screen
Registration Number: Registration Date/Time: HERS Provider:
222-PD100593068-000-000-0000000-0000 2022-03-29 10:05:22 CalCERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
<;:.,-hon"l:::a \/Arc::inn· ro.\/ ')/')'')()non1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Resi dence (ADU)
Calculation Description: Title 24 Analysis
OPAQUE DOORS
01
Name
(A) Front Door
SLAB FLOORS
01 02
Name Zone
Slab-on-Grade ADU Floor Area
OPAQUE SURFACE CONSTRUCTIONS
01 02
Construction Name Surface Type
R-15 Wall Exterior Walls
R-30 Roof Cathedral Ceilings
BUILDING ENVELOPE -HERS VERIFICATION
01
Quality Insulation Installation (QII)
Not Required
Registration Number:
Calculation Date/Time: 2022-03-29T09:59:25-07:00
CFlR-PRF-0lE
(Page 5 of 8)
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
02 03 04
Side of Building Area (ft2) U-factor
West Wall 20 0.5
03 04 OS 06 07 08
Area (ft2) Perimeter (ft) Edge lnsul. R-value Edge lnsu l. R-va lue Carpeted Fraction Heated and Depth and Depth
498 145 none 0 80% No
03 n 04 ,..--05 06 07 08 ~
I Total Cavity Interior/ Exterior
Construction Type Framing R-value Continuous U-factor Assembly Layers
R-value
Inside Finish: Gypsum Board
Wood Framed Wall 2x4@ 16 in. 0. C. R-15 None/ None 0.095 Cavity/ Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
Roofing: Light Roof (Asphalt Shingle)
Wood Framed Roof Deck: Wood
Ceiling 2x10@ 24 in. 0. C. R-30 None/ None 0.D35 Siding/sheathing/decking
Cavity/ Frame: R-30 / 2x10
Inside Finish: Gypsum Board
02 03 04
High R-value Spray Foam Insulation Building Envelope Air Leakage CFMS0
Not Required Not Required n/a
Registration Date/Time: HERS Provider:
222-PO 10059306 B-000.000-0000000-0000 2022-03-29 10:05:22 CalCERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
<:;rh,:)m~ \/orcinn· rO\I ?n?nnQn1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (ADU)
Calculation Description: Title 24 Analysis
WATER HEATING SYSTEMS
01 02
Name System Type
DHW Sys 1 Domestic Hot Water
(DHW)
WATER HEATERS
01 02 03
Heating
03
Distribution Type
Standard Distribution
System
04 OS
Tank
Name Element Tank Type # of Vol. Units Type (gal)
DHW Heater 1 Heat Pump n/a 1 40
........
~· WATER HEATING -HERS VERIFICATION ,.
01 02 03 ~
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
04 OS 06
Water Heater Name (#) Solar Heating System Compact Distribution
DHW Heater 1 (1) n/a None
06 07 08 09 10 11
Energy Tank Standby Loss
Factor or Input Rating Insulation or Recovery 1st Hr. Rating NEEA Heat Pump
or Pilot R-value or Flow Rate Brand or Model Efficiency (Int/Ext) Eff
Rheem\PROPH40
NEEA Rated <= 12 kW n/a n/a n/a T2 RH37515 (40
gal)
I I ,~ --
I\,,,\.. j ' I l I --~
r
04 05 06 07
CF1R-PRF-01E
(Page 6 of 8)
07
HERS Verification
n/a
12
Tank Location or
Ambient Condition
Outside
08
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Recirculation Control Central DHW Shower Drain Water
Type Distribution Heat Recovery
DHW Sys 1 -1/1 Not Required Not Required Not Required None Not Requ ired Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11
Heating Unit Cooling Unit Distribution Required Verified Heating Cooling
Name System Type Name Name Fan Name Name Thermostat Status Existing Equipment Equipment
Type Condition Count Count
(N) Mini Split Systeml Heat pump heating cooling Heat Pump Heat Pump n/a n/a Setback New NA 1 1 System 1 System 1
Registration Number: Registration Date/Time: HERS Provider:
222-P010059306B-O00-000-0000000-0000 2022-03-29 10:05:22 CalCERTS inc.
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
C:::rhPm~ \/orcinn· r'O\I ?O?nnon1
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (ADU)
Calculation Description: Title 24 Analysis
01 02
HVAC -HEAT PUMPS
03
Name System Type Number of Units
Heat Pump System 1 Ductless 1 MiniSplit HP
HVAC HEAT PUMPS -HERS VERIFICATION
01 02 03
Name Verified Airflow Airflow Target
Heat Pump System Not Required 0 1-hers-htpump
IAQ (INDOOR AIR QUALITY) FANS
01 02
Dwelling Unit IAQCFM
SFam IAQVentRpt 30
Registration Number:
222-P0100593068-000-000-0000000-0000
04 05
Heating
HSPF/COP Cap47
9.8 22000
04
Verified EER
Not Required
!
I '-~\I I
03 :!J I
IAQ Watts/CFM
0.35
CA Building Energy Efficiency Standards -2019 Resid ential Compliance
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
06 07 08 09 10
Cooling Zonally Compressor
Cap 17 SEER EER/CEER Controlled Type
13700 17 13 Not Zonal Single
Speed
05 06 07 08
Verified SEER Verified Refrigerant Verified HSPF Verified Heating
Charge Cap47
Not Required No No Yes
-I
I r I I -7 (F-
l: I I \ -04 05 06
IAQ Fan Type IAQ Recovery IAQ Recovery
Effectiveness -SRE Effectiveness -ASRE
Exhaust n/a n/a
Registration Date/Time: HERS Provider:
2022-03-29 10:05:22
CFlR-PRF-0lE
(Page 7 of 8)
11
HERS Verification
Heat Pump System
1-hers-htpu mp
09
Verified Heating
Cap 17
Yes
07
HERS Verification
Yes
CalCERTS inc.
Report Version: 2019.2.000 Report Generated: 2022-03-29 09:59:44
<;rhom::a \/orc:inn• r'O\I ,n,noan,
CERTIFICATE OF COMPLIANCE
Project Name: Bonita Lane Residence (ADU)
Calculation Description: Title 24 Analysis
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:
David Schneider
Company:
Title 24 Energy Consultants (CEPE)
Address:
6530 Saliza r Street
City/State/Zip:
San Diego, CA 921 11
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
Calculation Date/Time: 2022-03-29T09:59:25-07:00
Input File Name: 22-098 Bonita Lane Residence (ADU).ribd19x
Documentation Author Signature:
~.w~S~
Signature Date:
2022-03-29 10:04:32
CEA/ HERS Certification Identification (If applicable):
R0S-08-261 / NR0S-08-540
Phone:
619-504-561 0
1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
CFlR-PRF-0lE
(Page 8 of 8}
2. I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the california Code of Regulations.
3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name: Responsible Designer Signature: ~~ MATTHEW BALDWIN
Company: I ii:= Date Signed:
PeopleScale Design 2022-03-29 10:05 :22
Address: License:
2604b EL CAMINO REAL SUITE 250 N/A
City/State/Zip: Phone:
CAR LSBAD, CA 9200 8 760-473-2799
Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies
Registration Provider responsibility for the accuracy of the information.
Registration Number: Registration Date/Time:
222-P010059306B-000-000-0000000-0000 2022-03-29 10:05:22
CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.2.000
C:rhom:1 Von:inn· rov ?()/()()Qn1
II
Easy to Verify
at CalCERTS.com
HERS Provider:
CalCERTS inc.
Report Generated: 2022-03-29 09:59:44
RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type lil Single Family □ Addition Alone I Date
Bonita Lane Residence (ADU) □ Multi Family □ Existing+ Addition/Alteration 3/29/2022
Project Address California Energy Climate Zone I Total Cond. Floor Area I Addition I # of ~nits
17 49 Bonita Lane Carlsbad CA Climate Zone 07 498 nla
INSULATION Area
Construction Type Cavity (ff) Special Features Status
Slab Unheated Slab-on-Grade -no insulation 498 Perim = 145' New
Wall Wood Framed R 15 732 New
Door Opaque Door -no insulation 20 New
Roof Wood Framed Rafter R30 498 New
FENESTRATION I Total Area: 76 1 Glazino Percentaoe: 15.3% I New/Altered Averaoe U-Factor: 0.30
Orientation Area(ff) U-Fac SHGC Overhang Sidefins Exterior Shades Status
Front (w,) 48.0 0.300 0.22 none none NIA New
Rear(E) 18.0 0.300 0.22 none none NIA New
Right (S) 10.0 0.300 0.22 none none NIA New
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
1 Split Heat Pump 9.80HSPF Split Heat Pump 17.0 SEER Setback New
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
(N) Mini Split System Ductless I with Fan Ductless nla nla New
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
1 Heat Pump 40 3.10 Standard New
EneravPro 8.3 bv EneravSoft User Number: 1562A ID: 22-098 Paae 11 of 16
2019 Low-Rise Residential Mandatory Measures Summary
NOTE: Low-rise residential buildings subject to the Energy Standards must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information. •Exceptions may apply.
(01/2020)
Building Envelope Measures:
§ 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pel doors must limit air leakage to 0.3 CFM per square foot or less
when tested oer NFRC-400 ASTM E283 or AAMA/WDMA/CSA 101/I.S.2/A440-2011 .•
§ 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111 (a).
§ 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables
110.6-A 110.6-B or JA4.5 for exterior doors. Thev must be caulked and/or weather-striooed.'
§ 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked,
oasketed or weather striooed.
§ 110.S(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods
and Services /BHGS).
§ 110.B(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of§ 110.8(9).
§ 110.B(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing
material must meet the requirements of§ 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on lhe CF1 R.
§ 110.BU): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs.
Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not exceed 0.043.
Minimum R-19 or weighted average U-factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached
§ 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in
direct contact with a continuous roof or ceiling which is sealed to limit infiltration and exfiltration as specified in§ 110.7, including but not limited
to olacino insulation either above or below the roof deck or on too of a drvwall ceilino:
§ 150.0(b): Loose-fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value.
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or
§ 150.0(c): have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls
musl meet Tables 150.1-A or B.'
§ 150.0(d): Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor:
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without
§ 150.0(Q: facings, no grea1er than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and
UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of§ 110.8(9).
§ 150.0(g)1:
Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor
retarder. This requirement also applies to controlled ventilation crawl soace for buildinqs complvino with the exception to & 150.0(d).
§ 150.0(g)2:
Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all
insulation in all exterior walls, vented attics, and unvented attics with air-oermeable insulation.
§ 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a
maximum U-factor of 0.58; or the weighted average U-factor of all fenestration must not exceed 0.58."
Fireplaces, Decorative Gas Appliances, and Gas Log Measures:
§ 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area
and is eauiooed with a readilv accessible, ooerable and tioht-fitlino damoer or combustion-air control device.
§ 150.0(e)3: Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control."
Space Conditioning, Water Heating, and Plumbing System Measures:
§ 110.0-§ 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated
aoPliances must be certified bv the manufacturer to the California Enerov Commission.'
§ 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-K.'
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters
§ 110.2(b): must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the
cut-on temperature for compression healing is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for
compression heatinci is hiqher than the cut-off temoerature for supolementarv heatino:
§ 110.2(c):
Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat.·
Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation loops serving multiple dwelling units must
§ 110.3(c)4: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of
~ 110.3(c)4.
§ 110.3(c)6:
Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose
bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed.
Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except
§ 110.5: appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour); and pool and spa heaters.·
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook,
§ 150.0(h)1 : Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards
Manual; or the ACCA Manual J using design conditions specified in§ 150.0(h)2.
2019 Low-Rise Residential Mandatory Measures Summary
§ 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer
§ 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the
manufacturer's instructions.
Storage Tank Insulation. Unfired hot water tanks, such as storage tanks and backup storage tanks for solar water-heating systems, must have
§ 150.00)1: a minimum of R-12 external insulation or R-16 internal insulation where the internal insulation R-value is indicated on the exterior of the tank.
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must
be insulated as specified in Section 609.11 of the California Plumbing Code. In addition, the following piping conditions must have a minimum
§ 150.00)2A: insulation wall thickness of one inch or a minimum insulation R-value of 7.7: the first five feet of cold water pipes from the storage tank; all hot
water piping with a nominal diameter equal to or greater than 3/4 inch and less than one inch; all hot water piping with a nominal diameter less
than 3/4 inch that is: associated with a domestic hot water recirculation system, from the heating source to storage tank or between tanks,
buried below grade, and from the heating source to kitchen fixtures.*
Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and
§ 150.0(j)3: wind as required by Section 120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes).
Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a
Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve.
Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must include all of
the following : A dedicated 125 volt, 20 amp electrical receptacle connected to the electric panel with a 120/240 volt 3 conductor, 10 AWG
copper branch circuit, within three feet of the water heater without obstruction. Both ends of the unused conductor must be labeled with the
§ 150.0(n)1: word 'spare' and be electrically isolated. Have a reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker
for the branch circuit and labeled with the words 'Future 240V Use'; a Category Ill or IV vent, or a Type B vent with straight pipe between the
outside termination and the space where the water heater is installed; a condensate drain that is no more than two inches higher than the base
of the water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour.
§ 150.0(n)2: Recirculating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of§ 110.3(c)5.
Solar Water-heating Systems. Solar water-healing systems and collectors must be certified and rated by the Solar Rating and Certification
§ 150.0(n)3: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing
agency that is approved by the Executive Director.
Ducts and Fans Measures:
Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
§ 110.8(d)3: contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMC §§ 601 .0, 602.0, 603.0, 604.0, 605.0
and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and
plenums must be insulated to a minimum installed level of R-6.0 or a minimum installed level of R-4.2 when ducts are entirely in conditioned
space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8). Portions of the duct system completely exposed and
surrounded by directly conditioned space are not required to be insulated. Connections of metal ducts and inner core of flexible ducts must be
§ 150.0(m)1: mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL
181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If mastic or tape is used to seal openings greater than Y.
inch, the combination of mastic and either mesh or tape must be used. Building cavities, support platforms for air handlers, and plenums
designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air.
Building cavities and support platforms may contain ducts. Ducts installed in cavities and support platforms must not be compressed to cause
reductions in the cross-sectional area:
Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction,
§ 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct
tapes unless such tape is used in combination with mastic and draw bands.
Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes,
§ 150.0(m)3: mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers.
§ 150.0(m)8:
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind. Insulation exposed
§ 150.0(m)9: to weather must be suitable for outdoor service. For example, protected by aluminum, sheet metal, painted canvas, or plastic cover. Cellular
foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from solar radiation .
§ 150.0(m)10: Porous Inner Core Flex Duct. Porous inner core flex ducts must have a non-porous layer between the inner core and outer vapor barrier.
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
§ 150.0(m)11 : occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with§ 150.0(m)11 and Reference Residential Appendix RA3.
Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or
§ 150.0(m)12: equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Pressure
drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.*
Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole
for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ~ 350 CFM
§ 150.0(m)13: per ton of nominal cooling capacity, and an air-handling unit fan efficacy s: 0.45 watts per CFM for gas furnace air handlers ands: 0.58 watts per
CFM for all others. Small duct high velocity systems must provide an airflow~ 250 CFM per ton of nominal cooling capacity, and an air-handling
unit fan efficacy s: 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3.*
2019 Low-Rise Residential Mandatory Measures Summary -
Requirements for Ventilation and Indoor Air Quality:
§ 150.0(o)1 : Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation
and Acceptable Indoor Air Quality in Residential Buildings subject lo the amendments specified in§ 150.0(o)1.
Single Family Detached Dwelling Units. Single family detached dwelling units, and attached dwelling units not sharing ceilings or floors with
§ 150.0(o)1C: other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow provided at rates
determined by ASHRAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in§ 150.0(o)1C.
Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ventilation airflow provided at rates in
§ 150.0(o}1 E: accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced
system Is not used, all units In the building must use the same system type and the dwelling-unit envelope leakage must be :s 0.3 CFM at 50 Pa
(0.2 inch water) per square foot of dwelling unit envelope surface area and verified in accordance with Reference Residential Appendix RA3.8.
Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units must be balanced to provide
§ 150.0(o)1 F: ventilation airflow for each dwelling unit served at a rate equal to or greater than the rate specified by Equation 150.0-B. All unit airflows must be
within 20 percenl of the unit with the lowest airflow rate as it relales to the individual unit's minimum reouired airflow rate needed for compliance.
§ 150.0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in accordance with Section 7.2 of ASHRAE 62.2.
Field Verification and Diagnostic Testing. Dwelling unit ventilation airflow must be verified in accordance with Reference Residential
§ 150.0(o)2: Appendix RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RA3.7.4.3 to confirm it is
rated by HVI to comply with the airflow rates and sound requirements as specified in Section 5 and 7.2 of ASHRAE 62.2.
Pool and Spa Systems and Equipment Measures:
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency
§ 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater
without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric
resistance heatinq .'
§ 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or
dedicated suction and return lines, or built-in or built-up connections to allow for future solar heatinq.
§ 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that
will allow all pumps to be set or proqrammed to run only durinq off-oeak electric demand oerlods.
§ 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
§ 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow
rate, piping, filters, and valves.'
Lighting Measures:
Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements
§ 110.9: of§ 110.9.'
§ 150.0(k)1A: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A.
Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or
§ 150.0(k)1B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or
fan speed control.
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC)
labeling; air leakage; sealing; maintenance; and socket and light source as described in§ 150.0(k)1C.
§ 150.0(k)1D: Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an
output frequency no less than 20 kHz.
§ 150.0(k)1 E: Night Lights, Step Lights, and Path Lights. Night lights, step lights and path lights are not required to comply with Table 150.0-A or be
controlled by vacancy sensors provided they are rated to consume no more than 5 watts of power and emit no more than 150 lumens.
§ 150.0(k}1 F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods)
must meet the aoolicable reouirements of & 150.0(k).'
§ 150.0(k)1 G: Screw based luminaires. Screw based lumlnaires must contain lamps that comply with Reference Joint Appendix JAB.·
§ 150.0(k)1 H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JAB elevated
temperature requirements, Including marking requirements, must not be installed in enclosed or recessed luminaires.
Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to
§ 150.0(k)1 I: comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no
more than 150 lumens, and are equipped with controls that automatically turn the lighting off when !he drawer, cabinet or linen closet is closed.
§ 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems.
§ 150.0(k)2C: Interior Switches and Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually
turned ON and OFF.*
§ 150.0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions.
§ 150.0(k)2E: Interior Switches and Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the control is Installed to
comply with & 150.0(k).
§ 150.0(k)2F: Interior Switches and Controls. Lighting controls must comply with the applicable requirements of§ 110.9.
2019 Low-Rise Residential Mandatory Measures Summary
Interior Switches and Controls. An energy management control system (EMCS} may be used to comply with control requirements if it:
§ 150.0(k)2G: provides functionality of the specified control according to§ 110.9; meets the Installation Certificate requirements of § 130.4; meets the
EMCS requirements of§ 130.0(e); and meets all other reauirements in & 150.0(k\2.
§ 150.0(k}2H:
Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in§ 150.0(k) if ii
provides the functionality of a dimmer accordina to§ 110.9, and comolies with all other apolicable reauirements in & 150.0(k\2.
Interior Switches and Controls. In bathrooms, garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must
§ 150.0{k)21: be controlled by an occupant sensor or a vacancy sensor providing automatic-off functionality. If an occupant sensor is installed, it must be
initially configured to manual-on operation using the manual control required under Section 150.0(k)2C.
§ 150.0{k)2J :
Interior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JAB requirements for
dimmina, and that are not controlled by occupancy or vacancy sensors, must have dimminq controls.'
§ 150.0{k)2K: Interior Switches and Controls. Under cabinet lighting must be controlled separately from ceiling-installed lighting systems.
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other
§ 150.0(k)3A: buildings on the same lot, mus! meet the requirement in item§ 150.0(k)3Ai (ON and OFF switch) and the requirements in either
& 150.0/k)3Aii /photocell and either a motion sensor or automatic time switch control) or & 150.0/kl3Aiii (astronomical time clock), or an EMCS.
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private patios, entrances,
§ 150.0(k)3B: balconies, and porches; and residential parking lots and carports with less than eight vehicles per site must comply with either § 150.0(k)3A or
with the applicable requirements in Sections 110.9, 130.0, 130.2 130.4, 140.7 and 141.0.
Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots
§ 150.0(k)3C: or carports with a total of eight or more vehicles per site and any outdoor lighting not regulated by§ 150.0(k)3B or§ 150.0(k)3D must comply with
the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0.
§ 150.0(k}4: Internally illuminated address signs. Internally illuminated address signs must comply with§ 140.8; or must consume no more than 5 watts of
Power as determined accordinq to~ 130.0(c).
§ 150.0(k)S:
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential qaraqes in Sections 110.9, 130.0 130.1 130.4, 140.6 and 141.0.
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior
§ 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that
building must be comply with Table 150.0-A and be controlled by an occupant sensor.
Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residential building where the total interior
common area in a single building equals more than 20 percent of the floor area, permanently installed lighting for the interior common areas in
§ 150.0(k)6B: that building must:
i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141 .0; and
ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at least
50 percent. The occupant sensors must be capable of turning the light fully on and off from all designed paths of ingress and egress.
Solar Ready Buildings:
Single Family Residences. Single family residences located in subdivisions with 10 or more single family residences and where the
§ 110.10(a)1 : application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which
do not have a ohotovoltaic svstem installed must comolv with the reauirements of§ 110.10/b) throuah & 110.10/e).
§ 110.10(a)2: Low-rise Multifamily Buildings. Low-rise multi-family buildings that do not have a photovoltaic system Installed must comply with the
requirements of§ 110.10(b) through§ 110.10(d).
Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access,
pathway, smoke ventilation, and spacing requi rements as specified in Tille 24, Part 9 or other parts of Title 24 or in any requirements adopted by
a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80
square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with
§ 110.10(b}1: roof areas greater than 10,000 square feet. For single family residences, the solar zone must be located on the roof or overhang of the building
and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of
the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking installed with the
building project, and have a total area no less than 15 percent of the total roof area of the building excluding any skylight area. The solar zone
requirement is applicable to the entire building, including mixed occupancy.'
§ 110.10(b)2: Azimuth. All sections of the solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true north.
§ 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted eauioment.'
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
§ 110.10(b)3B: distance, measured In the horizontal plane, of the height difference between the highest point of the obstruction and the horizontal projection of
the nearest ooint of the solar zone, measured in the vertical olane. •
§ 110.10(b)4:
Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof
dead load and roof live load must be clearlv indicated on the construction documents.
Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a
§ 110.10(c): pathway reserved for routi ng of conduit from the solar zone to the point of interconnection with the electrical service; and for single family
residences and central water-heatinq systems a pathway reserved for routinq plumbinq from the solar zone to the water-heatinq system.
§ 110. 10(d):
Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.1 0{b) through
& 110.10(cl must be provided to the occupant.
§ 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
§ 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit
breaker for a future solar electric installation. The reserved space must be permanently marked as 'For Future Solar Electric'.
HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY
Project Name Date
Bonita Lane Residence (ADU) 3/29/2022
System Name Floor Area
(N) Mini Split System 498
ENGINEERING CHECKS SYSTEM LOAD
Number of Systems 1 COIL COOLING PEAK COIL HTG. PEAK
Heatin!l System CFM Sensible Latent CFM Sensible
Output per System 22,000 Total Room Loads 263 4,179 297 583 10,573
Total Output (Btuh) 22,000 Return Vented Lighting 0
Output (Btuh/sqft) 44.2 Return Air Ducts 0 0
Cooling System Return Fan 0 0
Output per System 18,000 Ventilation 0 0 0 0 0
Total Output (Btuh) 18,000 Supply Fan 0 0
Total Output (Tons) 1.5 Supply Air Ducts 0 0
Total Output (Btuh/sqft) 36.1
Total Output (sqft/Ton) 332.0 TOT AL SYSTEM LOAD 4,179 297 10,573
Air System
CFM per Svstem 800 HVAC EQUIPMENT SELECTION
Airflow (cfm) 800 Mitsubishi MXZ-2C20NAHZ I MVZ-(9+9} 12,698 6,345 14,498
Airflow (cfm/sqft) 1.61
Airflow (cfm/Ton) 533.3
Outside Air(%) 0.0% Total Adjusted System Output 12,698 6,345 14,498
Outside Air (cfm/sqft) 0.00 (Adjusted for Peak Design conditions)
Note: values above given at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM
HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heating Peak)
28 Of 70 Of 70 Of 87 Of
-~ ® ·I -c I I C Outside Air i -o-0 cfm Supply Fan Heating Coil 87 Of
~ 800 cfm
!ROOM m·1
70 Of 70 Of
--~l l I C , I
COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak)
82 / 68 °F 78 I 67 °F 78 / 66 °F 63 /62 Of
=i ~ Cl I --® (~
~ ~ -~ i Outside Air -4 ..-
Ocfrn Supply Fan Cooling Coil 63 / 62 Of
800 cfm
1 ROOM ~ on 55.6%
78 I 67 °F 78167°F
~ I l I --I , -~ ~
' STORM WATER POLLUTION PREVENTION NOTE ;..f-1
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION ANO SEDIMENT CONTROL BMPs 1'11-!EN RAIN
IS EMINENT.
(.)
UJ a:
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 1'11-!ICH 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 E SURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OW ER' CERTIFICATE:
I UNDERSTAND AND ACKNO'M..EDGE 1HA T I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTIENT PRACTICABt..£ TO AVOID
THE MOBILIZATION OF POI.LUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES.
COMPLY WITH THIS aTY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
U TIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
MATTHEW BALDWIN
1022.04. [8
DATE
E-29
, -.... () ~ CJ
~NCEFORM
ON SWPPP
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
CB
SW
~ lL =:: 0 Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials 0 BMPs ControlBMPs Management BMPs Polulion Control BMPs ~ -;,-C I-:::> ! C 0 c c ,::, 1 :g 'O
al ~ C C c,, "' E C E -g u 0 0 2 0 _,; ·.:: a. 0 0 § .; 'O "' "' ::e 'O ~ "' :;; .;~ l C t ·3 >-"' g' CV a. "' .£ E ~ 3' " g C .;
~ O o ·~ C ~ C .2 0 Best Management Practice' ~ ~ ID 0. 0" 0 > 0 ~-i: ~" " C u~ u 0 'O .; " c G> C C (BMP) Description ~ " "1/) C E ~ "' ""' ID ~-g "' C 'O ~ ~ ::e t ~., ➔ ·5 " ~ C 0 ::, -"' ~ '3 ~v c 0 0 3' C .,,..., ~~ 0~ CC 0 " 1l E :, E ~ ::e a g 0 0 ID "'.E "' "' UG> 0 0 "' " Oc,, " E "' 0 N"' " .re "' 0, C :g g 0 l ct :g ~~ 0.,
,::, 0 ., u. X ~ -:, .a §] ~VJ =~ .... :;:; :;; u·c -~ ~ g' g £.~ " ~ ":, -g ~~ ~g ., " 0 2o ,::, 0 0 ~ 0 a. ~ J! 0 tg 00 -o >" 0 ·-0 0 0 ;; c; ~§ NC ~ 0 ~ 0 to 0 if) ct ~a:: 0 9-~.!! o-vi 0. 0 oo '-' WO vi in "' u Li: VJ> 1/) V, C "'"' 0-0 Q_ >u "'"' ::e v,u "'"' ::c ::e
CASOA Designation ➔ r-a:, a, -..,., ... "' <O r-a:, 0 -N ..,., r-a:, ' N ..,., ... "' <O
I I I ' ' I I I I I I I I I ' I I I I I I I I u u u u w w uJ uJ uJ uJ w uJ ~ ~ ti) ti) 1/) "' i i i i ::e i Construcbon Adivity uJ u.J uJ w ti) u, ti) u, ti) ti) V, V) z z z z ~
✓ Grodino/Soil Disturtiance
Trenchina /Excavation ✓ ✓
✓ Stockolinn ✓ Drill in a /Borinn
✓ Concrete/Asohall Sowcuttino 1./1 ./I
✓ Concrete Flotwork l✓I ✓ I ✓[ l✓[
Povino
Conduit/Pioe Installation
I Stucco/Mortar Work 1✓[ ✓ 1./
I Waste Disoosal I✓
I Slooinn /I av Down Area l ✓I ✓ Enuinment Maintenance and Fuelinn
Hazardous Substance Use/Storane
Dewalerina
Sile Access Across Dirt
Other !tis!\:
lnstruclrons: 1. Check the box lo the left of oil applicable construction activity (first column) expected to occur during construction.
2. Located along the top of the BMP Tobie is o list of BMP's with it's corresponding Colifomia Slormwoter Quality Association (CASQA) designation number. Choose one
or more BMPs you intend lo use during construction from the list. Check the box where the chosen activity row intersects with \he BMP column.
3. Refer to the CASQA construction handbook for information ond details of the chosen BMPs and how lo apply \hem 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.
-BMP's are subject to field inspection-
PROJECT fNFORMATION
Site Address: ___ 1_._7<.:4,._9.,_._B..,O..u..,NLLIJ ... Ae:u.l...1.N,._ ___ _
Assessor's Parcel Number: 205 000 1 0 00
Emergency Contact:
Nome: ___ G_A_R_Y_T_E_A_M _____ _
24 Hour Phone: 760-419-4430
Construction Threat lo Storm Water Quality
(Chee Box)
[{]MEDIUM □LOW
" ~ o-~ i;
"E -" b g, cc O O u ::e
a:,
I i
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Page 1 of 1 REV 02/16
City of
Carlsbad
CLIMATE ACTION PLAN
CONSISTENCY CHEC S
8-50
Development Services
Building Division
~\\}E.0 .......
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
PURPOSE
This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements
apply to their project. This completed checklist (8-50) must be included with the building permit application. The Carlsbad
Municipal Code (CMC) can be referenced during completion of this document by clicking on the provided links to each
municipal code section.
NOTE: The following type of permits are not required to fill out this form
❖ Patio ❖ Decks ❖ PME (w/o panel upgrade) ❖ Pool
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 Plpn Examiner.
If an item in the checklist is deemed to be not applidble td a project, or is less than the minimum required by ordi
check N/A and provide an explanation or code section describing the exception.
Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provi
project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy ~
Green Code sections .
... -------------~-----------------------------
Project Name/Building
Permit No.:
Property Address/APN :
Applicant Name/Co.:
Applicant Address:
Contact Phone:
Application Information
1749 BONITA LN BP No.: el3A,,'Z .. 1> 22.• 1 "\ 'f
1749 BONITA LN / apn -205 -080-18-00
MATTHEW BALDWIN OF PEOPLESCALE DESIGN
2604b EL CAMINO REAL, SUITE 250, CARLSBAD, CA 92008
760-473-2799 Contact Email: MBALDWIN@PEOPLESCALEDESI GN.COM
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
8-50
Contact Phone: 760-473-2799
Contact Email:
Page 1 of 7 Revised 04/21
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.
Building Permit Valuation (BPV) $ breakdown _______ _
Construction Type
~ Residential
-New construction
D Additions and alterations:
D BPV < $60,000
D BPV .: $60,000
D Electrical service panel upgrade only
D BPV.: $200,000
D Nonresidential
D New construction
D Alterations:
D BPV .: $200 ,000 or additions.: 1,000
square feet
D BPV .: $1,000,000
D .: 2,000 sq. ft. new roof addition
Checklist Item
Complete Section(s) Notes:
A high-rise residential building is 4 or more stories, including a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
2A*, 3A*, 1B, 28 , •includes detached, newly constructed ADU 4A*, 3B,4A
N/A N/A All residential additions and alterations
1A, 4A 4A 1-2 family dwellings and townhouses with attached garages
only.
*Multi-family dwellings only where interior finishes are removed
1A, 4A* 1B,4A* and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
1 B, 2B, 3B, 4B and 5
1 B, 5
1B,2B, 5 Building alterations of.: 75% existing gross floor area
2B, 5 1 B also applies if BPV .: $200,000
CAP Ordinance Compliance
Check the appropriate boxes, explain all not applicable and exception items, and provide supporting calculations and documentation as necessary.
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the California Green Building Standards Code (CALGreen) for more
information. Appropriate details and notes must be placed on the plans according to selections chosen in the design.
A. D Residential addition or alteration 2: $60,000 building pennitvaluation. D N/A _________ _
Details of selection chosen below must be placed on the plans referencing CMC
18.30.190.
□ Exception: Home energy score .: 7
(attach certification)
Year Built Single-family Requirements Multi-family Requirements
D Before 1978 Select one option:
D Ductsealing □ Attic insulation □Cool roof D Attic insulation
'.] 1978 and later Select one option:
D Lighting package D Water heating Package
'] Between1978and1991 Select one option:
D Ductsealing □ Attic insulation □Cool roof
D 1992 and later Select one option:
D Lighting package □ Water heating package
l pdated 4/16/202 1 3
8. D Nonresidential* new construction or alterations? $200,000 building pennit valuation,
or additions? 1,000square feet. See CMC 18.21.155and CALGreen Appendix AS D N/A
AS.203.1.1 Chooseone:O.1 Outdoor lighting D .2 Restaurant service water heating (CEC 140.5)
D .3 Warehouse dock seal doors. D .4 Daylight design PAFs D .5 Exhaust air heat recovery □ N/A
A5.203.1 .2.1 Choose one: D .95 Energy budget (Projects with indoor lighting OR mechanical)
D .90 Energy budget (ProjectswithindoorlightingAND mechanical) o NIA
A5.211.1 *• D On-site renewable energy:
D NIA
AS.211.3** □Green power: (If offered by local utility provider, 50% minimum renewable sources)
□ N/A
A5.212.1 □ Elevators and escalators: (Project with more than one elevator or two escalators)
□ N/A
AS.213.1 D Steel fram ing: (Provide details on plans for options 1-4 chosen)
□ N/A ________ _
• Includes hotels/motels and high-rise residential buildi ngs
* For alterations~ $1,000,000BPVand affecting > 75%existinggross floor area, OR alterations that add 2,000squarefeetof new roof addition: comply
with CMC 18.30.130 (section 28 below) instead.
2. Photovoltaic Systems
A. [i] Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements . If project includes installation of an electric heat pump water heater pursuant to
CAP section 38 below (low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected.
Floor Plan ID (use additional CFA #d.u. Calcu lated kWdc*
sheets if necessary)
498 AD U 1.53
Total System Size :
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.
kWdc
Exception
D
D
□
D
1.53
8. D Nonresidential new construction or alterations ?$1 ,000,000 BPV AND affecting :::75% existing floor area, OR addition that increases
roof area by ?2,000 square feet Please refer to CMC 18.30.130 when completing this section. *Note: This section also applies to
high-rise residential and hotel/motel buildings.
Choose one of the following methods:
D Gross Floor Area (GFA)Method
GFA:
□ If< 1 O,OOOs.f. Enter: 5 kWdc
Min . System Size:
□ If ~ 10,000s.f. calculate: 15 kWdcx (GFA/10,000) **
kWdc
**Round build ing size factor to nearest tenth, and round system size to nearest whole number.
I pdated 4/16/2021 4
□ Time-Dependent Valuation Method
Annual TDV Energy use:*** ______ x .80= Min. system size: ______ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. [j] Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section.
Provide complete details on the plans.
~ For systems serving individual dwelling units choose one system:
□ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
□ Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential)
~ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
□ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
□ Exception:
□ For systems serving multiple dwelling units, install a central water-heating system with ALL of thefollowing :
□ Gas or propane water heating system
□ Recirculation system per CMC 18.30 .150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low-
rise residential)
□ Solar water heating system that is either:
□ .20 solar savings fraction
□ .15 solar savings fraction, plus drain water heat recovery
□ Exception:
8. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide
complete details on the plans.
□ Water heating system derives at least 40% of its energy from one of the following (attach documentation):
□ Solar-thermal □ Photovoltaics □ Recovered energy
□ Water heating system is (choose one):
□ Heat pump water heater
□ Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
□ Exception :
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.
I pdated 4/ 16/21 5
4. Electric Vehicle Charging
A. Ii] Residential New construction and major alterations*
Please refer to CMC 18.21 .140 when completing this section.
!!!!I One and two-family residential dwelling or townhouse with attached garage:
□ One EVSE Ready parking space required !!!!I Exception : ADU #1, HALF MILE TO PUBLIC TRANS
□ Multi-family residential: □Exception : ____________ _
Total Parking Spaces EVSE Spaces
Proposed EVSE (10% of total) I Installed (50% ofEVSE)I Other "Ready" I Other "Capab le"
I I I
Calculations: Total EVSE spaces = .10 x Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
*Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit
valuation~ $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 ~ $200,000, interior finishes are removed and significant site work and upgrades to
structural and mechanical , electrical , and/or plumbing systems are proposed .
*ADU exceptions for EV Ready space (no EV ready space required when):
(1) The accessory dwelling unit is located within one-half mile of public transit.
(2) The accessory dwelling unit is located within an architecturally and historically significant historic district.
(3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure.
(4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit.
(5) When there is a car share vehicle located within one block of the accessory dwelling unit.
B. 0 Nonresidential new construction (includes hotels/motels) D Exception : ____________ _
Please refer to CMC 18.21.150 when completing this section
Total Parking Spaces
Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other "Capable"
I I I
Calculation · Refer to the table below:
Tota l Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
D 10-25 2 1
D 26-50 4 2
D 51-75 6 3
D 76-100 9 5
D 101-150 12 6
D 151-200 17 9
D 201 andover 10 percent of total 50 percent of Required EV Spaces
Calculations: Total EVSE spaces= .10 x Total parking spaces proposed (rounded up to nearestwhole number) EVSE Installed = Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
l pdated 4/16/202 1 6
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 staffwill use the table below based on yoursubmitted plans to determinewhetherornoryourpermitrequiresa TOM plan. lfTDM is applicable to your
permi~ staff will contact the applicantto 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
, Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 101hEdition
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 calcylatjons;
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 TOM plan and understand that an approved TOM plan is a condition of permit issuance.
ApplicantSignature: _________________ _ Date: ______ _
Person other than Applicant to be contacted for TOM compliance (if applicable):
Name (Printed}: __________________ _ Phone Number: _____ _
Email Address: ___________________ _
I p<lated 4/16/202 1 7
)' ~ City of
Carlsbad
BOUNDARY
CERTIFICATION
B-60-A
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca .gov
This form shall be completed to certify the setback from inside face of foundation form to property line for ALL NEW
CONSTRUCTION PROPOSED ATS' OR CLOSER THAN S' TO AN ADJACENT PROPERTY LINE . NOTE: Pro perty owner or
project applicant/developer may not certify building setback.
Permit #: CBI? c O 2Z. ~ l 4'? 4 Assessor's Parcel Number: Zo.5-gSO -l8
Site Address: I 7 4 7 BoJJtrll L IJ.
I, .JOSEPH YutJ.A 5 , hereby certify under penalty of perjury that I am familiar with the
rough grade elevations and building location requirements shown on the approved plans associated with the
permits named above, t hat I have surveyed the site including rough grade elevations and building foundation
location, and that the building foundation location and rough grade elevations.are in substantial compliance with the
plans approved by the City of Carlsbad in conjunction with the issuance of the above named permits
Elevation on plans: (FF/ Pad)_---'--"-'-/ A ____ Elevation Measured: ----"N,-'--L/_.q-=---------
Bench-Mark: ___ N-'/;.__1J.. _____ _
Building distpnces to property lines as per approved building plans:
Front: N/A. Rear: ~ 0 Side: 4.0 Side: N/A
Building dis/Jnces to property lines as measured at the ~ite:
Front: N A Rear: 4 .4 Side: . z_ Side:
Seal of Registration (above)
Signatug~~ =:;~•, StFt1etul"'dl
, eA gineer or l:1censed Land Surveyor
Phon e No.: ~19 -PS/-7./ Zz Date: 08 -30 --zz
Building Division Acknowledgement: _______________ Date: _________ _
BUILDING INSPECTOR
B-61 Page 1 of 1 Rev. 04/2022