HomeMy WebLinkAbout142 CHANNEL RD; ; CBR2023-5121; PermitBuilding Permit Finaled
Print Date: 03/03/2025
Job Address: 142 CHANNEL RD,
Permit Type: BLDG-Residential
Parcel#: 2146000821
Valuation: $57,467.08
Occupancy Group: R-3/U
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition: 2022
Sprinkled: No
Project Title:
Residential Permit
CARLSBAD, CA 92011-3220
Work Class: Alteration
Track#:
Lot#:
Project#:
Plan#:
Construction Type:V-B
Orig. Plan Check#:
Plan Check#:
Permit No:
Status:
{city of
Carlsbad
CBR2023-5121
Closed -Finaled
Applied: 11/27/2023
Issued: 02/16/2024
Finaled Close Out: 03/03/2025
Final Inspection: 02/10/2025
INSPECTOR: Alvarado, Tony
Renfro, Chris
Description: SPART: INTERIOR REMODEL (997SF) KITCHEN, BATHROOM, LAUNDRY ROOM, STORAGE & CLOSET RECONFIGURATION.
FEE
BUILDING PLAN CHECK
CERTIFICATE OF OCCUPANCY
REMODEL-RESIDENTIAL-OTHER
Property Owner:
WILLIAM SPART
2247 E ROCKLEDGE RD
PHOENIX, AZ 85048-4304
((60) 2) -502-5124
SB1473 -GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION -RESIDENTIAL (SMIP)
Total Fees: $1,260.55 Total Payments To Date: $1,260.55 Balance Due:
AMOUNT
$484.25
$21.00
$744.83
$3.00
$7.47
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
Ccityof
Carlsbad
Job Address 142 Channel Rd., Carlsbad, CA 92011
RESIDENTIAL
BUILDING PERMIT
APPLICATION
8-1
Plan Check ~B~wis -S'I 21
Est. Value
PC Deposit$ 4& '-{. 25
Date 10116123
Unit: APN: 214-600-08-21 ------
CT/ProJ·ect #: Lot#: Year Built: 2002 -------------------------------------
BRIEF DESCRIPTION OF WORK: Residential remodel of 2436sf, 2 story, single family residence: relocation of (E) laundry room from L 1 to L2;
RELOCATION OF (E) LAUNDRY ROOM FROM LEVEL 1 TO LEVEL 2; CONVERSION OF (E) LAUNDRY ROOM TO A STORAGE ROOM; EXTENSION OF KICTHEN TO INCLUDE A CENTER ISLAND;
REMODEL OF (E) POWDER ROOM ON LEVEL 1; REMODEL OF (E) MASTER BATH-REMOVAL OF BATH TUB & EXTENSION OF SHOWER AREA; RECONFIGURATION OF CLOSET ON LEVEL 2.
□ New SF : Living SF, _____ Deck SF, ____ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _
El Remodel: 997 SF of affected area Is the area a conversion or change of use? O Y C:) N
□ Pool/Spa: _____ SF Additional Gas or Electrical Features? Yes ---------------
□ Solar: ___ KW, ___ Modules, Mounted: QRoof O Ground, Tilt: 0 YO N, RMA: 0 YO N,
Battery:OYO N, Panel Upgrade: OY ON Electric Meter number: --------------0th er: Panel Replacement
APPLICANT (PRIMARY CONTACT)
Name: Richard Le
Address: 1068 Chipman Dr.
City: Milpitas State:_c_A __ Zip: 95035
Phone: 510.323.5111
Email: richard@permitflow.com
DESIGN PROFESSIONAL
Name: Streamline Design & Permitting, LLC
Address: 228 N. Broadway
City: Escondido
Phone: info@streamline-dp.com
Email: 858-588-3430
State:_c_A __ Zip: 92025
PROPERTY OWNER
Name: William L. Spart
Address: 142 Channel Road
City: Carlsbad
Phone: 602-502-5124
Email: spartw@gmail.com
CONTRACTOR OF RECORD
State:_c_A __ .Zip: 92011
Business Name: owner builder. See next page.
Address: __________________ _
City: _______ State: ___ Zip: ______ _
Phone: ____________________ _
Email: ____________________ _
Architect State License: ____________ _ CSLB License #: _______ Class: _______ _
Carlsbad Business License# (Required): ________ _
APPLICANT CERT/FICA T/ON: I certify that I hove read the application and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State laws relating to building construction.
NAME (PRINT): _R_ic_h_a_rd_Le _____ _ SIGN~:---~'---"""=• ~;.;;.;;....,,~~6..___DATE: 10/16/2023
1635 Faraday Ave Ca rlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
REV. 04122
THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING
THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.
(OPTION A): LICENSED CONTRACTOR DECLARATION:
I herebyaf firm under penal tyof per jury that I am I icensed under provisionsof Chapter 9 ( commencing with Section 7000) of Division 3
of the Business and Professions Code, and my license is in fut I force and effect. I also affirm under penal tyof perjury one of the
following declarations (CHOOSE ONE):
DI 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-
DI have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name:-------------------------•
Policy No. _____________________________ Expiration Date:-----------------•
-OR-
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: _______________________ Lender's Address: _______________________ _
CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are
not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show
the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed
use of each building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation.
All improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): __________ SIGNATURE: __________ DATE: ______ _
Note: If the person signing above Is an authorized agent for the contra t . Id I tt r of authorization on contractor letterhead .
-OR-
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such
work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
-OR-
~ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
-OR-
DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
AND,
Ii] FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is
submitted orat the following Web site: http:l l www.leginfo.ca.gov/calaw.html.
OWNER CERT/FICA T/ON: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility
easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved
for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct
dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each
building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All
improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME {PRINT): William L. Spart SIGN: tu~ L St::25ATE: 11-22-2023
Note: If the erson si nln above Is an authorized a ent for the ro ert owner include form 8-62 sl ned b owner.
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
2
REV. 04/22
("Cityof
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
B-61
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address 142 Channel Rd., Carlsbad, CA 9201 1
The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and the possible risks associated with typical construction activities issued
in your name as the Owner-Builder.
The City will not issue a construction permit until you have read and initialed your understanding of each
provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner
cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and
it is accepted by the City of Carlsbad.
INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of the form. These are very important construction
related acknowledgments designed to inform the property owner of his/her obligations related to the requested
permit activities.
I. ~V~ 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.
II. yv1,,S 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.
Ill. W~S 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. Wv':> I understand contractors are required by law to be licensed and bonded in California and to list their license
numbers on permits and contracts.
V. WI,$ 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. 05/22
Owner-Builder Acknowledgement Continued
VI. ~\,,)I 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
contribut e to unemployment compensation for each "employee." I also understand my failure to abide by these
laws may subject me to serious financial risk.
VII. WvC, I understand under California Contractors' State License Law, an Owner-Builder who builds single-family
residential 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.
VIII. ~ I 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.
IX. ~ I unoerstand 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
about licensed contractors.
X. W~S 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:
14 ~ c, u~~\. t~ , c p.y\s)>Al, CA 1,bo r,
XI. ~I agree that, as the party legally and financially responsible forth is proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner-Builders as well as employers.
XII. ~I agree 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 liable for damages. If you obtain a permit as Owner-
Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are
properly licensed and the status of their workers' compensation coverage.
Before a building permit can be issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Building Division.
I declare under penalty of perjury that I have read and understand all of the information provided on this form and that my responses, including my
authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have
either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of /ego/ counsel .
William L. Spart .,../.r,.z.02.f
Property Owner Name (PRINT) Property Owner Si Date
3 REV. 05/22
PERMIT INSPECTION HISTORY for (CBR2023-5121)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 11/27/2023 Owner: WILLIAM SPART
Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
Expiration Date: 04/16/2025
IVR Number: 53475
POINSETTIA COVE
Address: 142 CHANNEL RD
CARLSBAD, CA 92011-3220
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
02/10/2025
Checklist Item
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
COMMENTS
02/10/2025 BLDG-Final Inspection
Checklist Item
275721-2025
COMMENTS
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
Monday, March 3, 2025
Status
Passed Chris Renfro
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Passed
Yes
Yes
Yes
Yes
Yes
Complete
Page 6 of 6
PERMIT INSPECTION HISTORY for (CBR2023-5121)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 11 /27/2023 Owner: WILLIAM SPART
Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
Expiration Date: 04/16/2025
IVR Number: 53475
POINSETTIA COVE
Address: 142 CHANNEL RD
CARLSBAD, CA 9201 1-3220
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
10/09/2024
10/18/2024
BLDG-SW-Inspection
Checklist Item
262875-2024
COMMENTS
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
10/09/2024 BLDG-11 263548-2024
Foundation/Ftg/Piers
(Rebar)
Checklist Item COMMENTS
Partial Pass Tony Alvarado
Partial Pass Chris Renfro
BLDG-Building Deficiency Partial pass SOG patch back in kitchen
area
BLDG-16 Insulation
Checklist Item
263547-2024
COMMENTS
Partial Pass Chris Renfro
BLDG-Building Deficiency
Partial pass insulation in kitchen area.
10/18/2024 BLDG-23 264883-2024 Partial Pass Tony Alvarado
Gas/Test/Repairs
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-34 Rough
Electrical
Checklist Item
264884-2024
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency Prefabricated fireplace-existing electrical
conduit and existing gas line relocated and
not running through fireplace chase interior
dwelling locations-OK.
BLDG-SW-Inspection 265159-2024 Partial Pass Tony Alvarado
Monday, March 3, 2025
Reinspection Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
Relnspectlon Incomplete
Passed
Yes
Re inspection Incomplete
Passed
Yes
Complete
Passed
Yes
Relnspection Incomplete
Page 5 of 6
Permit Type:
Work Class:
Status:
Scheduled
Date
10/01/2024
PERMIT INSPECTION HISTORY for (CBR2023-5121)
BLDG-Residential Application Date: 11/27/2023 Owner: WILLIAM SPART
Alteration Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
POINSETTIA COVE
Closed -Finaled Expiration Date: 04/16/2025 Address: 142 CHANNEL RD
IVR Number: 53475 CARLSBAD, CA 92011-3220
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
Checklist Item
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
Status
COMMENTS
10/01/2024 BLDG-23 262880-2024 Partial Pass Tony Alvarado
Gas/Test/Repairs
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-24 RoughfTopout 262604-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
October 1, 2024:
1. First floor level, enter remodel, rough
electrical and rough plumbing alteration
throughout first floor -approved.
BLDG-34 Rough
Electrical
262605-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
October 1, 2024:
1. First floor level, enter remodel, rough
electrical and rough plumbing alteration
throughout first floor -approved.
BLDG-84 Rough
Combo(14,24,34,44)
262882-2024 Passed Tony Alvarado
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
October 1, 2024:
1. Phase 2 interior remodel/alteration, per
plan -OK.
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
Passed
Yes
Passed
Yes
Passed
Yes
Yes
Yes
Yes
Complete
Complete
Complete
Monday, March 3, 2025 Page 4 of 6
I
PERMIT INSPECTION HISTORY for (CBR2023-5121)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 11 /27/2023 Owner: WILLIAM SPART
Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
Expiration Date: 04/16/2025
IVR Number: 53475
POINSETTIA COVE
Address: 142 CHANNEL RD
CARLSBAD, CA 92011-3220
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
08/23/2024
Checklist Item
BLDG-Building Deficiency
Status
COMMENTS
July 29, 2024
1. Disconnect reconnect, panel upgrade -
2. pending: surge protector breaker to be
verified
3. Electrical service panel breakers to be
identified and labeled.
4. Replace siding material and weather
tight perimeter of new main electrical panel.
5. Released to SDGE -OK.
BLDG-Electric Meter
Release
256322-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
July 29, 2024
1. Disconnect reconnect, panel upgrade -
2. pending: surge protector breaker to be·
verified
3. Electrical service panel breakers to be
identified and labeled.
4. Replace siding material and weather
tight perimeter of new main electrical panel.
5. Released to SDGE -OK.
08/23/2024 BLDG-13 Shear
Panels/HD (ok to wrap)
259029-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
August 23, 2024:
1. First level, enlarging existing living room
area by removing existing loadbearing wall,
per structural plans and detail
specifications, to accommodate new
exterior share wall, seismic, holddowns,
and lateral metal seismic straps and
structural framing interior alterations per
plan-approved.
BLDG-14
Frame/Steel/Bolting/We
lding (Decks)
258824-2024 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
August 23, 2024:
1. First level, enlarging existing living room
area by removing existing loadbearing wall,
per structural plans and detail
specifications, structural framing interior
alterations per plan-approved.
BLDG-SW-Inspection 259030-2024 Partial Pass Tony Alvarado
Monday, March 3, 2025
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Reinspectlon Incomplete
Page 3 of 6
PERMIT INSPECTION HISTORY for (CBR2023-5121)
Permit Type: BLDG-Residential
Work Class: Alteration
Status: Closed -Finaled
Application Date: 11/27/2023 Owner: WILLIAM SPART
Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
Expiration Date: 04/16/2025
IVR Number: 53475
POINSETTIA COVE
Address: 142 CHANNEL RD
CARLSBAD, CA 92011 -3220
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
07/29/2024 07/29/2024
Monday, March 3, 2025
Checklist Item
BLDG-Building Deficiency
Status
COMMENTS
May 15, 2024:
1. Phase I enter remodel: 2nd level,
second-story hallway, bathroom, rough
frame, combination, inspection, interior,
shower, stall, hardy, backer, moisture,
resistant, product, and thermal insulation,
scope of remodel, bathroom, remodel,
work -OK partial pass.
BLDG-84 Rough
Combo(14,24,34,44)
248459-2024 Partial Pass Tony Alvarado
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
May 15, 2024:
1. Phase I enter remodel: 2nd level,
second-story hallway, bathroom, rough
frame, combination, inspection, interior,
shower, stall, hardy, backer, moisture,
resistant, product, and thermal insulation,
scope of remodel, bathroom, remodel,
work -OK partial pass.
BLDG-SW-Inspection 248596-2024 Partial Pass Tony Alvarado
Checklist Item COMMENTS
Are erosion control BMPs
functioning properly?
Are perimeter control BMPs
maintained?
Is the entrance stabilized to
prevent tracking?
Have sediments been tracked
on to the street?
Has trash/debris accumulated
throughout the site?
Are portable restrooms
properly positioned?
Do portable restrooms have
secondary containment?
BLDG-33 Service 256210-2024 Passed Tony Alvarado
Change/Upgrade
Passed
Yes
Relnspection Incomplete
Passed
Yes
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Complete
Page 2 of 6
Building Permit Inspection History Finaled
(city of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2023-5121)
Permit Type: BLDG-Residential
Work Class: Alteration
Application Date: 11/27/2023 Owner: WILLIAM SPART
Issue Date: 02/16/2024 Subdivision: CARLSBAD TCT#99-02
POINSETTIA COVE
Status: Closed -Finaled Expiration Date: 04/16/2025
53475
Address: 142 CHANNEL RD
CARLSBAD, CA 92011 -3220
IVR Number:
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector
Date Start Date Status
03/07/2024 03/07/2024 BLDG-SW-Pre-Con 241384-2024
COMMENTS
Passed Tony Alvarado
04/08/2024
05/15/2024
Checklist Item
BLDG-Building Deficiency March 7, 2024:
Informed and reviewed all City of Carlsbad
pre-construction meeting requirements-OK.
04/08/2024 BLDG-84 Rough
Combo(14,24,34,44)
244420-2024 Partial Pass Tony Alvarado
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks}
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
1. Phase 1, upstairs, second level interior,
non-loadbearing, partition walls, remodel,
rough, top out and under floor plumbing
system-underwater leak pressure, test,
scope of remodel, combination inspection,
per engineered, plans and details
specifications -OK.
2. Moisture, resistive, Schlueter/hardy
backer water resistance product on
vertical shower, stall walls, attached, and
secured correctly -OK.
05/15/2024 BLDG-16 Insulation
Checklist Item
248594-2024
COMMENTS
Partial Pass Tony Alvarado
BLDG-Building Deficiency May 15, 2024:
1. Phase I enter remodel: 2nd level,
second-story hallway, bathroom, rough
frame, combination, inspection, interior,
shower, stall, hardy, backer, moisture,
resistant, product, and thermal insulation,
scope of remodel, bathroom, remodel,
work -OK partial pass.
BLDG-17 Interior
Lath/Drywall
248595-2024 Partial Pass Tony Alvarado
Monday, March 3, 2025
Reinspection Inspection
Complete
Passed
Yes
Relnspection Incomplete
Passed
Yes
Yes
Yes
Yes
Reinspection Incomplete
Passed
Yes
Relnspection Incomplete
Page 1 of 6
SEVEN HILLS
ENGINEERING
WWW.SEVENH ILLSENG.COM
Original Building Department Submittal (CBC 2022) for:
Spart Residence
Remodel
CITY ~
142 Channel Road,
Carlsbad, CA 92011
Expiration Date : 06/30/2025
Job No.: 23-0496
27555 Ynez Road, Suite #110,
Temecula, CA 92591
Phone: (951) 200-4147
Design Criteria
Lateral Design
TABLE OF CONTENTS
1-5
6-11
Company : Designed
~ SEVEN HILLS ProJect Spart Residence Remodel Checked :
ENGINEERING Job No. : 0496 Date 09/14/2023
Plan : Client : 0
BUILDING INFORMATION
A General:
Number of stories
Building risk category
Design Code
2
II
2022 CBC
ASCE 7-16
ASD
Load standard
Design Load Combination
B. Lateral Loads Data:
WIND STANDARD
Exposure
Wind Speed V
Enclosure
Velocity pressure q2
Velocity pressure exposure coefficient K2
Directionality Factor~
Topographic factor defined Kz1
Gust Effect Factor G
Pressures for MWFRS p
External pressure coefficient Cp
Internal pressure coefficient (GCpi)
SEISMIC STANDARD
Seismic Design Category
Importance factor le
Soil Site Class
Response Spectral Acc. (0.2 sec) S5
Response Spectral Acc. (1.0 sec) S1
h (sec)
Fa
Fv
Max. Considered earthquake acc. Srv,s
Max. Considered earthquake acc. SM1
Design spectral acc. At short period Sos
Design spectral acc. at 1s period So1
Response modification coefficient R
System overstrength coefficient 0
Approximate fundamental period parameters
Building Height (ft)
Building period T=T a (sec)
Base Shear Adjustment Factor
Minimum Cs
Maximum Cs
Seismic response coefficient Cs
Adjusted Cs
For allowable stress design V = 0.7CsW
ASCE 7-16(Directional Procedure)
C
96
Enclosed Building
0.00256Kzl<zt~Ke V2
from
0.85
1
0.85
qGCp -qi(GCpi)
from
0.18
ASCE 7-16(Equivalent Lateral Force Procedure)
D
D-Default
1.141
0.409
8
1.2
1.891
1.3692
0.773419
0.913
0.516
6.5
2.5
Ct= 0.02
20
0.19
0.04
0.42
0.14
0.14
0.0983W
1
X = 0.75
(26.10-1)
(Table 26.10-1)
(Table 26.6-1)
(26.8.2)
(26.11)
(27.3-1)
(Fig. 27.3-1)
(Table 26.13-1)}
(Table 11.6-1)
(Table 1.5-2)
(Table 20-3-1)
(Table 11.4-1)
(Table 11.4-2)
(11.4-1)
(11 .4-2)
(11.4-3)
(11.4-4)
(Table 12.2-1)
(Table 12.2-1)
(Table 12.8-2)
(12.8-7)
(12.8.5 & 12.8-6)
(12.8-3 & 12.8-4)
(12.8-2)
Company : Designed :
~ SEVEN HILLS Project Spart Residence Remodel Checked :
~ ENGINEERING Job No. 0496
Plan :
Roof Loads (Load Roof)
Asphalt shingles 2
Ceiling 2.5
Insulation 1.5
Misc. 4
Sheathing 2.5
Framing 2.5
Total Dead Load 15
Live Load 20
Total Load 35
Interior Wall (Wall In)
Insulation 1
Drywall 5
Studs 1
Misc. 3
Total Dead Load 10
FLOOR Loads (Load FLOOR)
Asphalt shingles 2
Ceiling 2.5
Insulation 1.5
Misc. 4
Sheathing 2.5
Framin~ 2.5
Total Dead Load 15
Live Load 40
Total Load 55
Date : 09/14/2023
Client 0
DESIGN LOADS
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
2
7/8" Stucco
Insulation
Drywall
Studs
Misc.
Exterior Wall (Wall_Ex)
Total Dead Load
10
2.5
1
2.5
17
psf
psf
psf
psf
psf
psf
13:f4 14/09/2023
l\TC Hazards by Location
Search Information
Address:
Coordinates:
Elevation:
Timestamp:
Hazard Type:
ASCE 7-16
MRI 10-Year
MRI 25-Year
MRI 50-Year
MRI 100-Year
Risk Category I
Risk Category 11
Risk Category 111
Risk Category IV
142 Channel Rd, Carlsbad, CA 9201
33.1030569, -117.3171835
66ft
2023-09-14T06:13:29.860Z
Wind
67 mph
72 mph
77 mph
82 mph
89 mph
96 mph
102 mph
107 mph
ASCE7-10
MRI 10-Year
MRI 25-Year
MRI 50-Year
MRI 100-Year
Risk Category I
Risk Category II
Risk Category Ill-IV
ATC Hazards by Location
72 mph
79 mph
85 mph
91 mph
100 mph
110 mph
115 mph
ASCE 7-05
Temecula
Q
ASCE 7-05 Wind Speed 85 mph
The results indicared here DO NOT renecr any scare or local amendmenrs to the values or any delineation lines made during the building code adoption process. Users should confirm any
output obtained from this tool with the local Authority Having Jurisdiction bafore proceeding wirh design.
Please nore Char Che ATC Hazards by Location website will nor ba updated to support ASCE 7-22. Find out why.
Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the
last wind speed contour of the coastal area -In some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE:
For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris
region.
Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.
While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy, The material presented
in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other
licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of
practice, nor to substitute for the standard of care required of such protessionals in interpreting and applying the results of the report provided by this website. Users of the information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval
and interpretation for the building site described by latitude/longitude location in the report.
3
£.\TC Hazards by Location
Search Information
Address:
Coordinates:
Elevation:
Tlmestamp:
Hazard Type:
Reference Document:
Risk Category:
Sile Class:
Basic Parameters
Name Value
55 1,141
s, 0.409
SMs 1.369
SM1 • null
Sos 0.913
So, • null
• See Section 11.4.8
142 Channel Rd, Carlsbad, CA 9201
33.1030569, -117.3171835
66ft
2023-09-14T06:14:41.047Z
Seismic
ASCE7-16
O-default
Description
MCER ground motion (period=0.2s)
MCER ground motion (period=1.0s)
Site•modified spectral acceleration value
Site-modified spectral acceleration value
Numeric seismic design value at 0.2s SA
Numeric seismic design value at 1.0s SA
•Additional Information
Name Value Description
soc • null Seismic design category
Fa 1.2 Site amplification factor at 0.2s
Fv • null Site ampliftcation factor at 1.0s
CRs 0.885 Coefficient of risk (0.2s)
CR1 0.899 Coefficient of risk (1.0s)
PGA 0.508 MCEG peak ground acceleration
FpGA 1.2 Site amplification factor at PGA
PGAM 0.61 Site modified peak ground acceleration
TL 8 Long-period transition period (s)
SsRT 1.141 Probabilistic risk-targeted ground motion (0.2s)
SsUH 1.289 Factored uniform-hazard spectral acceleration (2% probability of
exceedance in 50 years)
SsD 1.536 Factored deterministic acceleration value (0.2s)
S1RT 0.409 Probabilistic risk-targeted ground motion (1.0s)
S1UH 0.454 Factored un~orm-hazard spectral acceleration (2% probability of
exceedance in 50 years)
S10 0.6 Factored deterministic acceleration value (1.0s)
PGAd 0.631 Factored deterministic acceleration value (PGA)
• See Section 11.4.8
ATC Hazards by Location
Temecula 0
The results indicated here DO NOT reflect any state or local amendments to the values or any delmeation Imes made during the building code adoption process Users should confirm any
output obtained from this tool with /he local Authorify Having Junsd1ct,on before proceeding with design.
Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Bnd out why.
4
ATC Hazards by Location
Hazard loads are provided by the U.S. Geological Survey Seismic Desjgn Web Seryjces.
While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented
in the report should not be used or relied upon for any specific application without competent examination and verif,cation of its accuracy, suitability and applicability by engineers or other
licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge In the field of
practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval
and interpretation for the building site described by latitude/longitude location in the report.
5
Company Designed
~ SEVEN HILLS ProJect Spart Residence Remodel Checked
ENGINEERING Job No. : 049 Date
Plan Client
SECTION D1 -DIRECTION X
Building D1menson (ft): B = 35 L = 63
Section Dimenson (ft): Width • 16 Depth = 30
Plate Height· ROOF= 9' 1-FLR.DEPTH = 12" 1-FLR = 9'
v-AND LOAD:
Mean Height = 20
Wind Height = 20
LIB =63135=1.8, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.34, % = 18.13 PSF Wall(LW) P = GCpqh = 5.24 PLF
WIND HEIGHT (FT)· 15 20 25 30 40
q,=0.00256K,KztKdV2 17 .OS 18.05 18.85 19.65 20.86
Wall(WW) P = GCpw<i, 11.59 12.27
Wall P = GCpw<i,•GCpqh 16.83 17.51
12.82
18.06
ROOF ELEMENT WDict WDir-
15.59
1.98
OWDir+
8.5 Gable W=16', L=30' WW 9.06
Gable W=16', L=30' LW 8.5 9.06
D1X_ROOF = 57.64 = 0.6 X 96.07 PLF
= 100.98 = 0.6 X 168.3 PLF
= 158.62 PLF
D1X_1_FLR
MAX TOTAL
SEISMIC LOAD: V = 0.0983W
W_ROOF.
Load_Roof (DL) =15x476116
Wall_Ex (DL) = 17 X 16 x(9/2)/ 16
Wall_ln (DL) = 10x40x(9I2)I16
cs·w = 0.0983 X (446.25 + 76.50 ♦ 112.50)
W_1-FLR:
Load_FLOOR (DL) =15x367I 16
Wall_ln (DL) = 112.5 ♦ 10 X 10 X (9/2)/ 16
cs·w = 0.0983 X (344.06 + 140.63)
TOTAL SEISMIC LOAD 62.45 + 4 7 .64
13.36
18.6
OWDir•
1 98
15.59
14.18
19.42
so
21.86
14.86
20.1
= 446.25
= 76.50
= 112.50
= 344.06
= 140.63
09/14/2023
0
Base Height = 0 5
Base Height = 0.5
= 62.45
= 47.64
= 110.09 PLF
---W.;<h, F, FP>< Fi»< Fpx
Story W,(PLF) H,(ft) Sum(F,) Sum(W,) Fp,(PLF)
lrum(W,xh,) (PLF) Min Max Desgn
D1X_ROOF 635.25 19 0.7345 80.86 80.86 635.25 80.86 82.84 165.67 82.84
D1X_1_FLR 484.69 9 0.2655 29.23 110.09 1119.94 47.64 63.2 126.41 63.2
DIAPHRAGM DESIGN: ----
Story Width Depth Seis-nic Wind Diaphragm Chord (ft) (ft) Shear(plf) Chord (lb) Shear(plf) Chord (lb)
D1X_ROOF 30 30 41.4 310.7 28.8 216.2 15132 Sheathing and Single-Floor Unblocked wl8d (10) 16d sinker per
COMMON NAILS at 6", 6", 12" O.C. (Shear Capacity: E=240/W=335) top plate !!)lice
D1X_1_ FLR 30 30 31.6 237 50.5 378.7 19/32 Sheathing and Single-Floor Unblocked w/10d (10) 16d snker per
COMMON NAILS at 6", 6", 12" O.C. (Shear Capacity: E=285/W=400) top plate splice
6
Company Designed IR SEVEN HILLS Project Spart Residence Remodel Checked __ ENGINEERING Job No. 0496 Date 09/14/2023 Plan Client 0
SECTION D1 -DIRECTION Y
Building Dimension (fl): B = 63 L = 35
Section Dimension (ft): W1dlh = 30 Depth = 16
Plate Height: ROOF = 9' 1-FLR.DEPTH = 12" 1-FLR = 9'
Mean Heigh! = 20
Wind Height = 20
Base Height= 0.5
Base Height = 0.5
WNDLOAD:
LIB =35/63=0.56, Windward Wall Cpw = 0.8,
WIND HEIGHT (FT): 15
q,=0.00256K,Kz,K0V2 17.05
Wall(YVW) P = GC.,...q, 11.59
Wall P = GC.,...q,+GCp1% 19.3
ROOF ELEMENT WDir+
-0.85
11.55
Leeward Wall Cpl = -0.5,
20
18.05
12.27
19.98
WDir•
5.68
5.03
Hip W=30', L=16', Slope = 16.26° WW
Hip W=30', L=16', Slope= 16.26' LW
D1Y_ROOF =60.18
= 115.78
= 0.6 X 100.3
=0,6 X 192.96
PLF
PLF
= 175.96 PLF
qh = 18.13 PSF Wall(LW) P = GCp1qh = 7.7 PLF
25 30 40
18.85 19.65 20.86
12.82
20.52
OWDir+
11.55
-0.85
13.36
21 .07
OWDir-
5.03
5.68
14,18
21.89
D1Y_1_FLR
MAX TOTAL
SEISMIC LOAD: V = 0.0983W
W_ROOF:
W_ 1-FLR:
Load_Roof (DL)
Wall_Ex (DL)
Wall_ln (DL)
Cs•w
Load_FLOOR (DL)
Wall_Ex (DL)
Wall_ln (DL)
cs·w
TOTAL SEISMIC LOAD -~
=15x476/30
= 17 X 60 X (9/2)/ 30
= 10 X 30 X (9/2)/ 30
= 0.0983 X (238.00 + 153.00 + 45.00)
= 15 X 367 / 30
= 153 + 17 X 50 X (9/2)/ 30
= 45 + 10 X 5 X (9/2) / 30
= 0.0983 X (183.50 + 280.50 + 52.50)
= 42.86 + 50.77 -
50
21.86
14.86
22.57
= 238.00
= 153.00
= 45,00
= 183.50
= 280.50
= 52.50
= 42.86
= 50.77
= 93.63 PLF -~ ---~ W,t,h, F, Fox Story W,(PLF) H,(ft) Sum(F;) Sum(W;) F,,.(PLF) /sum(W,xh,) (PLF) Min
I D1Y_ROOF 436 19 0.6406 59.98 59.98 436 59.98 56.85
D1 Y _ 1_FLR 516.5 9 0.3594
~
33.65 93.63 952.5 50.77 67.35 -·~ DIAPHRAGM DESIGN: ----
Slory Width Deplh SeiS'Tlic Wind Diaphragm (ft) (ft) Shear (pit) Chord (lb) Shear (pll) Chord (lb)
D1Y _ROOF 15 16 28.1 105.4 28.2 105.8 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS al 6", 6", 12" O.C. (Shear Capacity: E=180/W=252)
FLR D1Y_1_ 15 16 31 .6 118.4 54.3 203.5 19/32 Sheathing and Single-Floor Unblocked w/1 0d
COMMON NA_!!:S al 6", 6", 12" O.C. (Shear Capacity: E=215/W=301) -
SECTION D2 -DIRECTION X
Building Dimension (ft): B = 35
Section Dimension (ft): Widlh = 23
Plate Height: ROOF = 9'
WNDLOAD:
L = 63
Deplh = 18
Mean Height= 20
Wind Heigh!= 12
LIB =63/35=1.8, Windward Wall Cpw = 0.8, Leeward Wall Cpl= -0.34, % = 18.13 PSF Wall(LW) P = GCp1% = 5.24 PLF
WIND HEIGHT (FT): 15 20 25 30 40
q,=0.00256KzKztKoV2 17.05 18.05 18.85 19.65 20.86
Wall(WW)P=GC.,...q, 11.59 12.27
Wall P = GC.,...q,+GCp1% 16.83 17.51
ROOF ELEMENT WDir+ WDir-
Gable W=23', L=18' WW 27.19 46.77
Gable W=23', L=18' LW 25.51 5.93
D2X_ROOF = 75.04 = 0 6 x 125.06 PLF
MAX TOTAL
SEISMIC LOAD:
W_ROOF:
= 75.04 PLF
V = 0.0983W
Load_Roof (DL) = 15 X 407 / 23
12.82
18.06
OWDir+
25.51
27.19
Wall_Ex (DL)
Wall_ln (DL)
= 17 X 35 X (9/2)/ 23
= 10 X 10 X (9/2)/ 23 cs·w
TOTAL SEISMIC LOAD
= 0.0983 X (265.43 + 116.41 + 19.57)
39.46
W,t,h, F,
13.36
18.6
OWDir-
5.93
46,77
14.18
19.42
50
21.86
14.86
20.1
= 265.43
= 116.41
= 19.57
Slory W,(PLF) H,(fl) Sum(F,) Sum(W,) F,,.(PLF) /sum(W,xh,) (PLF)
D2X_ROOF 401.41 9 1 39.46 39.46 401.41 39.46 -
DIAPHRAGM DESIGN:
Widlh Deplh Seismic Wind Diaphragm Story (It) (fl) Shear (plf) I Chord (lb) Shear (plf) I Chord (lb)
Base Height = 0.5
Base Heigh! = 0.5
Fpx
Min
52.34
D2X_ROOF 23 18 33.4 l 192.3 47.9 l 275.7 15/32 Sheathing and Single-Floor Unblocked w/8d
COM MON NAILS at 6", 6", 12" O.C. (Shear Capac11y: E=240/W=335) ~ ~
7
Fpx F.,
Max Desgn
113.71 59.98
134,7 67.35
Chord
(10 ) 16d snker per
top plale sploce
(10) 16d snkerper
top plate splice
= 39.46
= 39.46 PLF
Fpx Fpx
Max Desgn
104.69 52.34 -
Chord
(10 ) 16d snker per
lop plate splice
Company
~ SEVEN HILLS ProJecl
ENGINEERING Job No.
Plan
Building D1menson (ft)· B = 63
Section Dimension (fl): Width : 18
Plate Height. ROOF= 9'
WIND LOAD:
LIB =35163=0.56, Windward Wall Cpw: 0.8,
WIND HEIGHT (FT): 15
q,=0.00256K,KziKdV2 17.05
Wall(WW) P : GCp,,A, 11.59
Wall P : GCp,,A,+GCp1Qo 19.3
ROOF ELEMENT W01r+
-2.54
34.66
Designed
Spart Residence Remodel Checked
0496 Date
Client
SECTION D2 -DIRECTION Y
L = 35
Depth: 23
Mean Height= 20
Wind Height: 12
Leeward Wall Cpl = -0.5,
20
18.05
12.27
19.98
WDir-
17.04
15.08
% : 18.13 PSF Wall(LW) P: GCp1qh: 7.7 PLF
25 30 40
18.85 19.65 20.86
12.82
20.52
OWDir+
34 66
·2.54
13.36
21.07
OWDir·
15.08
17.04
14.18
21.89
Hip W=18', L=23', Slope: 16.26. WW
Hip W=18', L=23', Slope = 16.26. LW
D2Y _ROOF : 69 35 : 0.6 X 115.58 PLF
MAX TOTAL
SEISMIC LOAD:
W_ROOF:
: 69 35 PLF
V : 0.0983W
Load_Roof (DL)
Wall_Ex (DL)
Wall_ln (DL)
cs·w
TOTAL SEISMIC LOAD -
=15x407/18
: 17 X 36 X (9/2)118
: 10 X 10 X (912)/ 18
: 0.0983 X (339 17 + 153.00 + 25.00)
: 50.84
W,1<h,
50
21.86
14.86
22 57
= 339.17
: 153.00
: 25.00
F,
Story W,(PLF) H,(fl) Sum(F,) Sum(W,) F.,.(PLF)
19.Jm(W;xh,) (PLF)
D2Y_ROOF 517.17 9 1 50.84 50.84 517.17 50.84
~ ---,_ -
DIAPHRAGM DESIGN: -
Story Width Depth Se1sm1c Wind Diaphragm (fl) (fl) Shear (plf) I Chord (lb) Shear (plf) I Chord (lb)
09/14/2023
0
Base Height = 0.5
Base Height : 0.5
-
F.,.
Min
67.44
D2Y_ROOF 18 23 26.4 l 118.8 27.1 J_ 122.1 15132 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS al 6°, 6", 12" O.C. (Shear Capacity: E=180/W=252)
8
= 50.84
: 50.84 PLF
~ --
F.,. F.,.
Max Desgn
134.88 67 44
Chord
(10 ) 16d snker per
lop plate splice
~
I~
r
Company :
Project :
Job No.
Plan
~
~~1
V ~
I
11
-'Uf
01 c
11 -
Designed :
Checked :
Date
Client
. . L
1
EXISTING
ROOFSHEARWALLLAYOUT
~7
l
D1 D2
(E)
FLOOR SHEARWALL LAYOUT
9
(E)
~ SEVEN HILLS
ENGINEERING
SW_LINE 1
Exterior Wall
Loads
Company
Pro1ect
Job No.
Plan
2nd Floor
Drection Y
;
Spart Residence Remodel
0496
EXISTING SW (2ND FLOOR)
Location:(83.35, -41 .64)
SECTION D1Y_ROOF: W=873 LB, E=870 LB (29ft)
Wall Self-Weight Seismic= 141 LB
Panel Type: USER DESIGN
W(LB)873
E( LB) 1272
I
I
•a
Total Length (ft}: 22.59 Total panel Length (ft): 0.00
""
p = 1.3
10
Designed :
Checked
Date ; 09/14/2023
Client 0
6.7 0.2
~ SEVEN HILLS ENGINEERING
SW_LINE2
Exterior Wall
Loads
Company
Pro1ect
Job No
Plan
1st Floor
Drection Y
: Spart Residence Remodel
0496
NEW
Location:(79.18, -41.64)
SECTION D1Y_ 1_FLR: W=2412 LB, E=421 LB (25ft)
SECTION D2Y_ROOF: W=607 LB, E=445 LB (17.5ft)
SW_L/NE 1: W=873LB, E=1272LB@ 0 ft to 22. 59 ft (100%)
Wall Self-Weight Seismic= 240 LB
W(L8)873
E (LB) 1272
J
J
0 8 ,.u
W(LB 3891
E(LB) 2637
0.4 14 0
Designed :
Checked
Date 09/14/2023
Client 0
Passed
6 7 0.2
j,
2430
B
2439
• Strap L--;, Drag Force (LB) ! PosVstud required to transfer load from above U Block panel
Shearwall Design USE TYPE: SW3
Total Length (ft): 23.00 Total panel Length (ft): 6.75 p = 1.3
Panel Width (ft) Net H/W Actual (plf) Allowable Adjusted Allowable (plf) SW Type Remarks Height (ft) Wind I Seismic (plf) Wind I Seismic
A&B I I SW3 (1)
Overturning Forces
Panel Left Forces (lb) Right Forces (lb)
014> Ddc7Nn L Lr s w E 014> Ddc7Nn L Lr s w E
A 625 203 0 0 0 4226 2203 0 0 0 0 0 0 0 B 0 0 0 0 0 0 0 625 203 0 0 0 4226 2203
Holdown & Deflection Check
Net Left Right Panel
Deflection (In) Panel Width (ft) Height Uplift Down Ratio Uplift Down Ratio
(ft) (LB) (LB1 Hold own/Post (LB) (LB) Holddown/Post Actual Allowable
A 3.92 9.00 3851 4429 HTT5/4X4 0.89/0.58 0 0 NO UPLIFT 0.0010.00 2.005 2.160 B 2.83 9.00 0 0 NO UPLIFT 0.00/0.00 3851 4429 HTT5/4X4 0.89/0.58 2.005 2.160
(1 ) See shear wall v.ith opening report
11
• •
SEVEN HILLS
ENGINEERING
WWW.S EVENH I LLSENG.COM
Original Building Department Submittal (CBC 2022) f or:
Spart Residence
Remodel
142 Channel Road,
Carlsbad, CA 92011
ESS
IARA 5-
5
CTU
CAL
Expiration Date : 06/30/2025
Job No.: 23-0496
27555 Ynez Road, Suite #110,
Temecula, CA 92591
Phone: (951) 200-4147
Design Criteria
Lateral Design
TABLE OF CONTENTS
1-5
6-11
• ..
•
., Company Designed :
~
SEVEN HILLS Proiect Spart Residence Remodel Checked
ENGINEERING Job No. 0496 Date 09/14/2023
Plan Client : 0
BUILDING INFORMATION
A. General:
Number of stories
Building risk category
Design Code
2
II
2022 CBC
ASCE 7-16
ASD
Load standard
Design Load Combination
B. Lateral Loads Data:
WIND STANDARD
Exposure
Wind Speed V
Enclosure
Velocity pressure q2
Velocity pressure exposure coefficient K2
Directionality Factor Kci
Topographic factor defined K21
Gust Effect Factor G
Pressures for MWFRS p
External pressure coefficient Cp
Internal pressure coefficient (GCpi)
SEISMIC ST AND ARD
Seismic Design Category
Importance factor le
Soil Site Class
Response Spectral Acc. (0.2 sec) Ss
Response Spectral Acc. (1.0 sec) S1
TL (sec)
Fa
Fv
Max. Considered earthquake acc. SMS
Max. Considered earthquake acc. SM1
Design spectral acc. At short period Sos
Design spectral acc. at 1s period So1
Response modification coefficient R
System overstrength coefficient 0
Approximate fundamental period parameters
Building Height (ft)
Building period T=T a (sec)
Base Shear Adjustment Factor
Minimum Cs
Maximum Cs
Seismic response coefficient Cs
Adjusted Cs
For allowable stress design V = 0.7CsW
ASCE 7-16(Directional Procedure)
C
96
Enclosed Building
0.00256K:zl<ztKciKe V2
from
0.85
1
0.85
qGCp -qi(GCpi)
from
0.18
ASCE 7-16(Equivalent Lateral Force Procedure)
D
D-Default
1.141
0.409
8
1.2
1.891
1.3692
0.773419
0.913
0.516
6.5
2.5
Ct= 0.02 X = 0.75
20
0.19
1
0.04
0.42
0.14
0.14
0.0983W
1
(26.10-1)
(Table 26.10-1)
(Table 26.6-1)
(26.8.2)
(26.11 )
(27.3-1)
(Fig. 27.3-1)
(Table 26.13-1)}
(Table 11 .6-1)
(Table 1.5-2)
(Table 20-3-1)
(Table 11 .4-1 )
(Table 11 .4-2)
( 11.4-1)
(11 .4-2)
(11 .4-3)
(11.4-4)
(Table 12.2-1)
(Table 12.2-1)
(Table 12.8-2)
(12.8-7)
(12.8.5 & 12.8-6)
(12.8-3 & 12.8-4)
(12.8-2)
Company
SEVEN HILLS ProJect
ENGINEERING Job No.
Plan
Spart Residence Remodel
0496
Designed
Checked
Date
Client
09/14/2023
0
DESIGN LOADS
Roof Loads (Load Roof)
Asphalt shingles 2
Ceiling 2.5
Insulation 1.5
Misc. 4
Sheathing 2.5
Framin~ 2.5
Total Dead Load 15
Live Load 20
Total Load 35
Interior 'IJall ('IJall In)
Insulation 1
Drywall 5
Studs 1
Misc. 3
Total Dead Load 10
FLOOR Loads (Load FLOOR)
Asphalt shingles 2
Ceiling 2.5
Insulation 1.5
Misc. 4
Sheathing 2.5
Framin~ 2.5
Total Dead Load 15
Live Load 40
Total Load 55
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
psf
2
7/8" Stucco
Insulation
Drywall
Studs
Misc.
Exterior 'IJall ('IJall Ex)
Total Dead Load
10
1
2.5
1
2.5
17
psf
psf
psf
psf
psf
psf
..
13:.;!4 14/09/2023
L\TC Hazards by Location
Search Information
Address:
Coordinates:
Elevation:
Tlmestamp:
Hazard Type:
ASCE7-16
MRI 10-Year
MRI 25-Year
MRI 50-Year
MRI 100-Year
Risk Categof)I I
Risk Categof)I II
Risk Calegof)l 111
Risk Categof)I IV
142 Channel Rd, Carlsbad, CA 9201
33.1030569, -117.3171835
66ft
2023-09-14T06:13:29.860Z
Wind
67 mph
72 mph
77 mph
82 mph
89 mph
96 mph
102 mph
107 mph
ASCE 7-10
MRI 10-Year
MRI 25-Year
MRI 50-Year
MRI 100-Year
Risk Calegof)I I
Risk Cal8QOl)I II
Risk Calegof)I Ill-IV
ATC Hazards by Location
Go gle
72 mph
79 mph
85 mph
91 mph
100 mph
110 mph
115 mph
Temecula 0
66ft
ca,f o
Escondido
San ~lego
ASCE 7-05
ASCE 7-05 Wind Speed
Anza Borrego
Desen
State Park
Cleveland
National Forest
85 mph
The rasuffs indicated hare DO NOT reflect any state or local amendments to the values or any delineation lines made during the building coda adoption process. Users should confirm any
output obtained from this tool with Iha local Authority Having Jurisdiction before proceeding with design.
Please note that Iha ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why.
Disclaimer
Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, Islands and coastal areas outside the last contour should use the
last wind speed contour of the coastal area -In some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that Is slighUy higher. NOTE:
For queries near wind-borne debris region boundaries, the resulting determination Is sensitive to rounding which may affect whether or not tt Is considered to be within a wlnd-bome debris
region.
Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions.
While the Information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented
in the report should not be used or relied upon for any specific application without competent examination and verification of Its accuracy, sultablllty and applicability by engineers or other
licensed professionals. ATC does not intend that the use of this information replace the sound Judgment of such competent professionals, having experience and knowledge in the field of
practice, nor to substitute for the standard of care required of such professionals In interpreting and applying the results of the report provided by this website. Users of the Information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the goveming building code bodies responsible for building code approval
and Interpretation for the building stte described by latitude/longttude location in the report.
3
l\TC Hazards by Location
Search Information
Address:
Coordinates:
Elevation:
TlmHlllmp:
Hazard Type:
Reference Document:
Rl1k Category:
Slte Cla11:
Basic Parameters
Name Value
Ss 1.141
s, 0.409
SMs 1.369
SM1 • null
Sos 0.913
So1 • null
• See Section 11.4.8
142 Channel Rd, Carlsbad, CA 9201
33.1030569, -117.3171835
6611
2023-09-14T06:14:41.047Z
Seismic
ASCE7-16
D-<lefautt
Description
MCER ground motion (period=0.2s)
MCER ground motion (period=1.0s)
Site-modified spectral acceleration value
Site-modified spectral acceleralion value
Numeric seismic design value at 0.2s SA
Numeric seismic design value at 1.0s SA
•Additional Information
Name Value De1crlptlon
SDC • null Seismic design category
Fa 1.2 Site amplification factor at 0.2s
Fv • null Site amplification factor at 1.0s
CRs 0.885 Coefficient of risk (0.2s)
CR1 0.899 Coefficient of risk (1.0s)
PGA 0.508 MCE0 peak ground acceleration
FpGA 1.2 Site amplification factor at PGA
p~ 0.61 Site modified peak ground acceleration
TL 8 Long-period transition period (s)
SsRT 1.141 Probabilistic risk-targeted ground motion (0.2s)
SsUH 1.289 Factored unWorm-hazard spectral acceleration (2% probability of
exceedance In 50 years)
SsD 1.536 Factored determinislic acceleration value (0.2s)
S1RT 0.409 Probabilistic risk-targeted ground motion (1.0s)
S1UH 0.454 Factored uniform-hazard spectral acceleralion (2% probability of
exceedance in 50 years)
S1D 0.6 Factored deterministic acceleration value (1.0s)
PGAd 0.631 Factored deterministic acceleration value (PGA)
• See Section 11.4.8
ATC Hazards by Location
Go gle
Temecula 0
66 ft
carf o
Escondido
San Diego
Anza-Borrego
Desert
State Park
Cleveland
National Forest
The resu#s indiceted here DO NOT reflect eny state or local amendments to the values or any delineation fines mede during the building code edoptlon process. Users should confirm any
output obtained from this tool with the focal Authority Having Jurisdiction before proceeding with design.
Please note Iha/ the ATC Hazards by Location website will not be updated to support ASCE 7-22. ~r..
4
ATC Hazards by Location
Hazard loads are provided by the U.S. Geological Survey Sejsm!c Design Web SQf)lices.
While the infonnatlon presented on this website is believed to be correct, ATC and Its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented
in the report should not be used or relied upon for any specific application without competent examination and verifocation of Its accuracy, suitability and applicability by engineers or other
licensed professionals. ATC does not intend that the use of this infonnatlon replace the sound Judgment of such competent professionals, having experience and knowledge In the field of
practice, nor to substitute for the standard of care required of such professionals In Interpreting and applying the results of the report provided by this website. Users of the infonmalion from
this website assume ali liability arising from such use. Use of the output of this website does not Imply approval by the governing building code bodies responsible for building code approval
and interpretation for the building site described by latitudenongltude location In the report.
5
Company Designed
~
SEVEN HILLS ProJect : Spart Residence Remodel Checked
ENGINEERING Job No. 049 Date
Plan : Client
SECTION D1 -DIRECTION X
Building D,menSion (fl):
Section Dimension (ft):
Plate Height: ROOF = 9'
WNO LOAD:
B = 35 L = 63
Width = 16 Depth = 30
1-FLR.DEPTH = 12" 1-FLR = 9'
Mean Height = 20
Wind Height= 20
LIB =63135=1 .8, Windward Wall Cpw = 0.8, Leeward Wall Cpl= -0.34, %=18.13PSF Wall(LW)P=GCi;%=5.24 PLF
WIND HEIGHT (FT): 15 20 25 30 40
qz=0.00256KzKztKdV2 17.05
Wall(WW) P = GCp,Az 11.59
Wall P = GCp,Az+GCi;qh 16.83
ROOF ELEMENT WDir+
Gable W=16', L=30' WW 9.06
Gable W=16', L=30' LW 8.5
18.05
12.27
17.51
WDir-
15.59
1.98
18.85
12.82
18.06
OWDir+
8.5
9.06
D1 X_ROOF • 57.64 = 0.6 X 96.07 PLF
D1X_1_FLR
MAX TOTAL
SEISMIC LOAD:
W_ROOF:
W_1-FLR:
• 100.98 = 0.6 X 168.3 PLF
= 158.62 PLF
Load_Roof (DL)
Wall_Ex (DL)
Wall_ln (DL)
c,:w
V = 0.0983W
Load_FLOOR (DL)
Wall_ln (DL)
Cs"W
TOTAL SEISMIC LOAD
=15x476/16
= 17 X 16 X (9/2)/ 16
= 10 X 40 X (9/2)/ 16
= 0.0983 X (446.25 + 76.50 + 112.50)
: 15 X 367 / 16
= 112.5 + 10 X 10 X (9/2)/ 16
= 0.0983 X (344.06 + 140.63)
62.45 + 47.64
W.;,.h,
19.65 20.86
13.36 14.18
18.6 19.42
OWDir-
1.98
15.59
:
50
21.86
14.86
20.1
= 446.25
= 76.50
= 112.50
• 344.06
= 140.63
F,
Story W,(PLF) H,(ft) Sum(F1) Sum(W,) Fpx!PLF)
iSJm(W1xh;) (PLF)
D1X_ROOF 635.25 19 0.7345 80.86 80.86 635.25 80.86
D1X_1_FLR 484.69 9 0.2655 29.23 110.09 1119.94 47.64
DIAPHRAGM DESIGN:
Story Width Depth Seismic Wind Diaphragm (ft) (ft) Shear(plf) Chord (lb) Shear(plf) Chord Ob)
09/14/2023
0
Base Height = 0.5
Base Height = 0.5
Fpx
Min
82.84
63.2
D1X_ROOF 30 30 41.4 310.7 28.8 216.2 15/32 Sheathing and Single-Floor Unblocl<ed w/8d
COMMON NAILS at 6". 6", 12" O.C. (Shear Capacity: E=240/W=335)
D1X_1_FLR 30 30 31.6 237 50.5 378.7 19/32 Sheathing and Single-floor Unblocl<ed w/10d
COMMON NAILS at 6", 6", 12" O.C. (Shear Caoacitv: E•285/W=400)
6
= 62.45
= 47.64
= 110.09 PLF
Fpx Fpx
Max Desgn
165.67 82.84
126.41 63.2
Chord
(10 ) 16d sinl<erper
top plate SDlice
(10) 16d slnl<erper
top plate splice
Company Designed
~
SEVEN HILLS Project Spart Residence Remodel Checked
ENGINEERING Job No. 0496 Date
Plan Client
SECTION 01 -DIRECTION Y
Building Dimension (ft): B = 63 L = 35
Section Dimension (ft): Width = 30 Depth = 16
Plate Height: ROOF= 9' 1-FLR.DEPTH = 12· 1-FLR = 9'
WIND LOAD:
Mean Height = 20
Wind Height = 20
LIB =35/63=0.56, Windward Wall Cpw = 0.8, Leeward Wall Cpl= --0.5,
20
qh =18.13PSF Wall(LW)P=GCp1qh=7.7PLF
WIND HEIGHT (FT): 15 25 30 40
q,=0.00256K,KztK0V2 17 .05
Wall(WW) P = GCp,,11, 11.59
Wall P = GCp,,11,+GCp1% 19.3
ROOF ELEMENT WDir+
--0.85
11.55
18.05
12.27
19.98
WOir~
5.68
5.03
18.85
12.82
20.52
OWDir+
11 .55
-0.85
19.65
13.36
21.07
OWDir-
S.03
5.68 Hip W=30', L=16', Slope= 16.26" WW
Hip W=30', L=16', Slope= 16.26" LW
D1Y_ROOF =60.18 = 0.6 X 100.3 PLF
PLF = 115.78 =0.6x 192.96
= 175.96 PLF
D1Y_1_FLR
MAX TOTAL
SEISMIC LOAD: V = 0.0983W
W_ROOF:
Load_Roof (DL) =1Sx476/30
Wall_Ex (DL) = 17 X 60 X (9/2) / 30
Wall_ln (DL) = 10 X 30 X (9/2)/ 30
Cs"W = 0.0983 X (238.00 + 153.00 + 45.00)
W_1-FLR:
Load_FLOOR (DL) = 15 X 367 / 30
Wall_Ex (DL) = 153 + 17 X 50 X (9/2)/ 30
Wall_ln (DL) = 45 + 10 X 5 X (9/2) / 30
cs·w = 0.0983 X (183.50 + 280.50 + 52.50)
TOTAL SEISMIC LOAD = 42.86 + 50. 77
W.;<h, F,
Story W,(PLF) H,(ft} Sum(F1)
/wm(W1xh1) (PLF)
01Y_ROOF 436 19 0.6406 59.98 59.98
D1Y_1_FLR 516.5 9 0.3594 33.65 93.63
DIAPHRAGM DESIGN:
20.86
14.18
21.89
Sum(W;)
436
952.5
50
21.86
14.86
22.57
09/14/2023
0
Base Height = 0.5
Base Height = 0.5
= 238.00
= 153.00
= 45.00
= 183.50
= 280.50
= 52.50
Fp,(PLF)
Fp,
Min
59.98 56.85
50.77 67.35
Story Width Depth Seis-nic Wind Diaphragm (ft) (ft) Shear (plf) Chord (lb) Shear (plf) Chord (lbl
D1Y_ROOF 15 16 28.1 105.4 28.2 105.8 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6", 6", 12" O.C. (Shear Capacity: E=180/W=252)
D1Y_1_FLR 15 16 31.6 118.4 54.3 203.5 19/32 Sheathing and Single-Floor Unblocked w/1 0d
COMMON NAILS at 6", 6", 12" O.C. (Shear Capacity: E=215/W=301 l
SECTION 02-DIRECTION X
Building Dimension (ft): B = 35
Section Dimension (ft): Width= 23
Plate Height: ROOF= 9'
WINDLOAD:
L = 63
Depth= 18
Mean Height = 20
Wind Height = 12
LIB =63135=1.8, Windward Wall Cpw = 0.8, Leeward Wall Cpl = -0.34, %= 18.13 PSF Wal l(LW)P =GCp1qh=5.24 PLF
WIND HEIGHT (FT): 15 20 25 30 40
q,=0.00256K,K~0V2 17 .05 18.05 18.85 19.65 20.86
Wall(WW) P = GCp,,11, 11 .59 12.27
Wall P = GCpw<i,+GC~qh 16.83 17.51
ROOF ELEMENT WDir+ WDir•
Gable W=23', Lz18' WW 27.19 46.77
Gable W=23', L=18' LW 25.51 5.93
D2X_ROOF = 75.04 = 0.6 x 125.06 PLF
MAX TOTAL
SEISMIC LOAD:
W_ROOF:
= 75.04 PLF
V = 0.0983W
= 15 x 407 I 23
12.82
18.06
OWDir+
25.51
27.19
= 17 X 35 X (9/2)/ 23
= 10 X 10 X (9/2)/ 23
13.36
18.6
OWDir•
5.93
46.77
Load_Roof (DL)
Wall_Ex (DL)
Wall_ln (DL)
Cs"W
TOTAL SEISMIC LOAD
= 0.0983 X (265.43 + 116.41 + 19.57)
39.46
W.;,.h, F,
Story W,(PLF) H,(ft) Sum(F;)
/wm(W;xh1) (PLF)
D2X_ROOF 401.41 9 1 39.46 39.46
DIAPHRAGM DESIGN:
14.18
19.42
Sum(W;)
401.41
50
21.86
14.86
20.1
Base Height= 0.5
Base Height = 0.5
= 265.43
= 116.41
= 19.57
Fp,(PLF)
Fp,
Min
39.46 52.34
Story Width Depth Seismic Wind Diaphragm (ft) (ft) Shear (plf) l Chord (lb) Shear (plf) I Chord (lb)
D2X_ROOF 23 18 33.4 I 192.3 47.9 I 275.7 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6", 6", 12" O.C. (Shear Capacitv: E=240/W=335)
7
= 42.86
= 50.77
= 93.63 PLF
Fp, Fp,
Max Design
113.71 59.98
134.7 67.35
Chord
(10) 16d sinker per
top plate splice
(10 ) 16d sinker per
top plate splice
= 39.46
= 39.46 PLF
Fp, Fp,
Max Design
104.69 52.34
Chord
(10) 16d sinker per
top plate splice
~
SEVEN HILLS
Company
Project
ENGINEERING Job No.
Plan
Building Dimension (ft): B = 63
Section Dimension (ft): Width= 18
Plate Height: ROOF= 9·
WNDLOAD:
LIB =35/63=0.56, Windward Wall Cpw = 0.8,
WIND HEIGHT (FT): 15
q,=0.00256K,KziKdV2 17.05
Wall(WW) P = GCp,Ji, 11.59
Wall P = GCp,Ji,+GC~% 19.3
ROOF ELEMENT
Hip W=18', L=23', Slope= 16.26. WW
Hip W=18', L=23', Slope= 16.26' LW
WDir+
-2.54 34.66
:
:
Designed
Spart Residence Remodel Checked
0496 Date
Client
SECTION D2 -DIRECTION Y
L = 35
Depth= 23
Mean Height = 20
Wind Height = 12
Leeward Wall Cpl = -0.5,
20
% = 18.13 PSF Wall(LW) P = GC~% = 7.7 PLF
25 30 40
18.05
12.27
19.98
WDir-
17.04
15.08
18.85 19.65 20.86
12.82 13.36 14.18
20.52
OWDir+
34.66
-2.54
21.07
OWDir-
15_08
17.04
21 .89
D2Y _ROOF = 69.35 = 0.6 X 115.58 PLF
MAX TOT AL = 69.35 PLF
SEISMIC LOAD: V = 0.0983W
W_ROOF:
Load_Roof (DL)
Wall_Ex (DL)
Wall_ln (DL)
cs·w
TOTAL SEISMIC LOAD
= 15 X 407 / 18
= 17 X 36 X (9/2)/ 18
= 1Q X 1Q X (9/2)/ 18
= 0.0983 X (339.17 + 153.00 + 25.QQ)
= 50.84
W,t-hx Fx
:
:
:
so
21.86
14.86
22.57
= 339.17
= 153.00
= 25.00
Story Wx(PLF) H,(ft)
/sum(W,xh,)
Sum(FI) Sum(W,) F.,.(PLF)
(PLF)
D2Y_ROOF 517.17 9 1 50.84 50.84 517.17 50.84
DIAPHRAGM DESIGN:
Story Width Depth Sei!:mtc Wind Diaphragm (ft) (ft) Shear (pit) I Chord (lb) Shear (pit) I Chord (lb)
09/14/2023
0
Base Height= 0.5
Base Height= 0.5
F.,.
Min
67.44
D2Y_ROOF 18 23 26.4 I 118.8 27.1 I 122.1 15/32 Sheathing and Single-Floor Unblocked w/8d
COMMON NAILS at 6", 6", 12· O.C. (Shear Capacily: E=180/W=252)
8
= 50.84
= 50.84 PLF
F.,. F.,.
Max Design
134.88 67.44
Chord
(10) 16d sinker per
top plate splice
Company :
Project :
Job No.
Plan
Designed :
Checked :
Date :
Client :
EXISTING
ROOFSHEARWALLLAYOUT
D1
FLOOR SHEARWALL LAYOUT
9
D2
(El
~
SEVEN HILLS ENGINEERING
SW_UNE 1
Exterior Wall
Loads
Company
Project
Job No.
Plan
2nd Floor
Drection Y
Spart Residence Remodel
0496
EXISTING SW (2ND FLOOR)
Location:(83.35, -41.64)
SECTION 01 Y_ROOF: W=873 LB, E=870 LB (29ft)
Wall Self-Weight Seismic= 141 LB
Panel Type: USER DESIGN
W(LB\873
E (LB) 1272
I
I
OU
Total Length (ft): 22.59 Total panel Length (ft): 0.00
••
p = 1.3
10
8.7
Designed
Checked
Date
Client
0.2
l
l
;
09/14/2023
0
Company
~
SEVEN HILLS Project : Spart Residence Remodel
ENGINEERING Job No 0496
Plan
NEW SW_LINE 2
Exterior Wall
1st Floor
Drection Y Location:(79.18, -41.64)
Loads
SECTION D1Y_ 1_FLR: W=2412 LB, E=421 LB (25ft)
SECTION D2Y_ROOF: W=607 LB, E=445 LB (17.5ft)
SW_L/NE 1: W=873LB, E=1272LB@ 0 ft to 22.59 ft (100%)
Wall Self-Weight Seismic = 240 LB
W(LB)873
E(L 8) 1272
W LB 3891
E(LB) 2637
I
I
.8 o.o
04 14 0
••
Designed
Checked
Date 09/14/2023
Client 0
Passed
6.7 02
2430
B
2439
• Strap '---7 Drag Force (LB) : Post/stud required to transfer load from above D Block panel
Shearwall Design USE TYPE: SW3
Total Length (ft): 23.00 Total panel Length (ft): 6.75 p = 1.3
Panel Width (ft) Net H/W Actual (plf) Allowable Adjusted Allowable (plf) SW Type Remarks Height (ft) Wind I Seismic (plf) Wind I Seismic
A&B I I SW3 (1)
Overturning Forces
Panel Left Forces lb) Right Forces (lb)
Dup Ddown L Lr s w E Du, Ddown L Lr s w E
A 625 203 0 0 0 4226 2203 0 0 0 0 0 0 0
B 0 0 0 0 0 0 0 625 203 0 0 0 4226 2203
Holdown & Deflection Check
Net Left Right Panel
Deflection (in) Panel Width (ft) Height Uplift Down Ratio Uplift Down Ratio
(ft) (LB) (LB) Ho I down/Post (LB) (LB) Holddown/Post Actual Allowable
A 3.92 9.00 3851 4429 HTT5/4X4 0.89/0.58 0 0 NO UPLIFT 0.00/0.00 2.005 2.160
B 2.83 9.00 0 0 NO UPLIFT 0.00/0.00 3851 4429 HTT5/4X4 0.89/0.58 2.005 2.160
(1) See shear wall 'Mth opening report
11
C cityof
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements
apply to their project. This completed checklist (8-50) and summary (B-55) must be included with the building permit
application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
The 8-50 checklist was originally developed several years ago to support implementation of the CAP. Recent updates to
the California Building Standards Code have imposed newer performance standards on building permit applications.
Therefore, the applicant is advised to review all applicable code sections and apply the maximum performance standard,
which may exceed the CAP consistency checklist requirements
Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate
certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy
compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified
ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen
Inspector/Plans Examiner, or Green Building Residential Plan Examiner.
If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
check N/A and provide an explanation or code section describing the exception.
The project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and
Green Code sections.
• • •• I ~ -• -' ' ~ j r. ~ l~I
I '
.. _._. ·, , • ~ •--..... -~ .. • ... • • ~ ~ • -I ----~ = Jy_~.-:_,.~--l • • .--~ -~-~
Project Name/Building
Permit No.: SPART RESIDENCE REMODEL BP No.: Date: 10/16/23
Property Address/APN: 214-600-08-21
Applicant Name/Co.: Richard Le (PermitFlow)
Applicant Address: 1068 Chipman Dr. Milpitas, CA 95035
Contact Phone: 510-323-5711 Contact Email: richard@permitflow.com
Contact information of person completing this checklist (if different than above):
Name: Same as above.
Company
name/address:
B-50
Contact Phone:
Contact Email:
Page 1 of 7 Revised 12/22
Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For alterations and additions to existing
buildings, attach a Permit Valuation breakdown on a separate sheet. For purposes of determining valuation, the amount should be upon either
the actual contract price for the work to be permitted or shall be determined with the use of the current "ICC Building Valuation Data" as
published by the International Code Council, whichever is higher (refer to Section 18.04.035 of the CMC).
Building Permit Valuation (BPV) $ breakdown _4_8_, O_O_O _______ _
[ Construction Type I Complete Section(•) I Notes:
II] Residential
□ New construction 2A*, 3A*, 4A* *Includes detached, newly constructed ADU
!!!!! Additions and alterations:
!!!!! BPV < $60,000 N/A All residential additions and alterations
□ BPV ~ $60,000 1A,4A 1-2 family dwellings and townhouses with attached garages
□ Electrical service panel upgrade only only.
*Multi-family dwellings only where interior finishes are
□ BPV ~ $200,000 1A, 4A* removed and significant site work and upgrades to structural
and mechanical, electrical, and/or plumbing systems are
proposed
2B* *Multi-family dwellings only where ~$1 ,000,000 BPV AND
BPV ;,: $1,000,000 affecting ~75% existing floor area
D Nonresidential and hotels/motels
□ New construction 1 B, 2B, 3B, 48 and 5
□ Alterations:
□ BPV ~ $200,000 or additions~ 1B, 5 1,000 square feet
□ BPV ~ $1,000,000 1B, 2B, 5 Building alterations of~ 75% existing gross floor area
~ 2,000 sq. ft. new roof addition 2B,5 1 B also applies if BPV ~ $200,000
Instructions:
1. Choose first between residential or non-residential based on the type of project being submitted.
2. Next chose between new construction or addition/alteration for residential or non-residential.
3. The columns to the right of your selection will determine which sections of the CAP program are applicable to your project.
4. Appropriate details must be included on the plans for selections made.
EXAMPLE:
Scope of work includes a new, 2 story, single family residential structure.
j
The selections would be: Residential and New construction in the table above. For a 2-story structure, CAP sections 2A, 3A and 4A would be
applicable. (Solar PV, water heating, EV charging) The • indicates that new detached ADU's are included.
EXAMPLE:
Scope of work includes a tenant improvement (i.e., alterations) valued at over one million dollars.
The selections would be: Non-residential and Alteration BPV ~ $1 ,000,000. CAP sections 1 B, 2B and 5 would be applicable to this project. (Energy
efficiency, Solar PV and Transportation Demand Management (TOM)*)
It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to demonstrate full compliance with
CAP ordinance requirements. For example, projects that propose or require a performance approach to comply with energy-related measures will need
to attach to this checklist separate calculations and documentation as specified by the ordinances.
3
Checklist Item
Check the approprlale boxes, explan al ra applicable cl1d exceplion items, cl1d provide supporting calculallons cl1d downentallon as necessary.
1. Energy Efficiency
Please refer to Section 18.30.060 of the Carlsbad Municipal Code (CMC) and Section 150.2 of the CEC for more information. Appropriate
details and notes must be placed on the plans according to selections chosen in the design.
A. 0 Residential addition or alteration ~ $60,000 building permit valuation.
Details of selection chosen below must be placed on the plans
referencing CMC 18.30.060.
□ N/A _________ _
□ Exception: Home energy score
~ 7 (attach certification)
Year Built Single-family Requirements Multi-family Requirements
□ Before 1978 Select one option:
D Duct sealing D Attic insulation □Cool roof □ Attic insulation
□ 1978 and later Select one option:
□ Lighting package D Water heating package
□ Between1978 -1991 Select one option:
D Duct sealing D Attic insulation D Cool roof
□ 1992 and later Select one option:
D Lighting package D Water-heating package
B. 0 New Nonresidential construction (including additions over 1,000sf), new hotel/motel construction AND alterations ~
$200,000 building permit valuation. See Section 18.21.050 of the CMC and CALGreen Appendix AS.
At least one measure from each applicable building component required. □ N/A _______ _
AS.203.1.1 Choose one:
D Outdoor lighting D Restaurant service water heating (Section 140.5 of the CEC)
D Warehouse dock seal doors D Daylight design PAFs D Exhaust air heat recovery
AS.203.1.2.1 Choose one: D .95 Energy budget
(Projects with indoor lighting OR mechanical)
D .90 Energy budget
(Projects with indoor lighting AND mechanical)
AS.211.1 ** □ On-site renewable energy:
AS.211.3** D Green power: (If offered by local utility provider, 50% minimum renewable sources)
AS.212.1 D Elevators and escalators:(Project with more than one elevator or two escalators)
AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen)
* High-rise residential buildings are 4 or more stories.
D N/A ----------
□ N/A ________ _
□ N/A _______ _
0 N/A
□ N/A
□ N/A ________ _
** For alterations~ $1,000,000BPV and affecting> 75%existing gross floor area, OR alterations that add 2,000 square feet of new roof addition: comply
with Section 18.030.040 of the CMC (section 28 below) instead.
4
2. Photovoltaic Systems
A 0 Residential new construction. Refer to Section 150.1 (c)14 of the CEC for single-family requirements and Section
170.2(d) of the CEC for multi-family requirements . If project includes installation of an electric heat pump water
heater pursuant to CAP section 3 below (residential water heating), increase system size by .3kWdc if PV offset
option is selected.
Floor Plan ID (use additional CFA orSAAA #d.u. Calculated kWdc* Exception
sheets if necessary)
D
D
D
□
Total System Size: kWdc
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
*Formula calculation where CFA = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
B. 0 Nonresidential, hotel/motel and multifamily additions, alterations and repairs of these projects :!:$1,000,000 BPV AND
affecting :!:75% existing floor area, OR addition that increases roof area by :!:2,000 square feet. Please refer to
Section 18.30.040 and 18.30.070 of the CMC when completing this section.
Choose one of the following methods: (Gross floor area or Time-Dependent Valuation method)
□ Gross Floor Area (GFA)Method
GFA: Min.System Size: kWd
D If< 10,000s.f. Enter: 5 kWdc
□ If~ 10,000s.f. calculate: 15 kWdcx (GFN10,000) **
**Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
C. 0
Annual TDV Energy use:*** ______ x .80= Min. system size: ______ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
*All newly constructed non residential, hotel/motel and highrise multifamily buildings that are required by CEC section
140.10(a) to have a PV system shall also have a battery storage system meeting CEC section 140.10(b). Non
residential, hotel/motel and multifamily additions, alterations or repairs that trigger solar due to the Carlsbad Climate Action
Plan will NOT require battery storage. Battery storage is required when triggered by CEC section 140.10(a) and/or 170.2(g).
5
3. Water Heatin
A. Residential. Refer to Section 18.30.050 of the CMC and Sections 150.1(c)8 or 170.2(d) of the CEC when completing this
section. Provide complete details on the plans.
Residential new construction and alterations:
D Required: 60% of energy needed for service water heating from on-site solar or recovered energy.
For systems serving individual units, choose one system:
D Single 240-volt heat pump water heater AND compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
D Single 240-volt heat pump water heater AND PV system .3 kWdc larger than required.
D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher.
D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
D Gas or propane system with a solar water hearing system and recirculation system.
For systems serving multiple units, choose one system:
D Heat pump water heating system with recirculation loop tank and electric backup.
D Solar water heating system that is either:
D .20 solar savings fraction D .15 solar savings fraction, plus drain water heat recover
OR:
D System meets performance compliance requirements of section 150.1(d) or 170.2(d) and deriving at least 60% of energy from
on-site solar or recovered energy.
D Exception: _____________________________________ _
B. Nonresidential and hotel/motel new construction. This section also applies to high-rise residential. Refer to Sections 18.030.020
and 18.040.030 of the CMC and Sections 140.5 and 170.2 of the CEC when completing this section. Provide complete details
on the plans.
1. Non-residential:
D Required: Water heating system derives at least 40% of its energy from one of the following :
D Solar-thermal D Photovoltaics D Recovered energy
D Required: High-capacity service water heating system
2. Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
D Solar water heating system with .40 solar savings fraction
3. Hotel/motel:
D Required: High-capacity service water heating system (meeting Section 170.2(d) of the CEC)
D Required: Located in garage or conditioned space
Exception:
6
4. Electric Vehicle Charging
A □ Residential -New construction and major alterations.• This section also applies to hotel/motel projects. Refer to Section
18.21.030 of the CMC and Section 4.106.4 of the GBSC when com letin this section.
Choose one:
□ One and two-family residential dwelling alterations with attached private garage. (not required if a panel upgrade would be needed)
□ New detached ADU. (no EV space required when no additional parking facilities are added)
□ New one and two-family residential dwellings and townhouse with attached private garage.
□ One EV Ready parking space required □ Exception: __________ _
□ New and major alterations to multi-family and hotel/motel projects: □ Exception: ________________ _
Total Parking Spaces Proposed EVSE Spaces
EV Capable (10% of total) I EV Ready /25% of Total) I EV charoers /5% of Total)
I I
*Major alterations are:
(1) for one and two-family dwellings and for town houses with an attached garage, alterations have a buildi ng 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, i nteriorfinishes a re
removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing systems are proposed.
B. D Non-Residential -New construction □ Exception: _____________ _
Please refer to Section 18.21.040 of the CMC when completing this section
Total Parking Spaces
Proposed EV Capable / EVCS (Installed with EVSE) / EV Ready (optional)/ EV Space (optional)
I I I
Calculation: Refer to the table below:
Total Number of Parking Spaces provided Number of required EV Capable Spaces Number of required EVCS (Installed with EVSE)
D 0-9 1 1
□ 10-25 4 1
□ 26-50 8 2
□ 51-75 13 3
□ 76-100 17 5
□ 101-150 25 6
□ 151-200 35 9
D 201 andover 20 percent of total 25 percent of Required EV Spaces
Calculations: Total EV Capable spaces= .20 x Total parking spaces proposed (rounded up to nearest whole number)
EVSE Installed = Total EVSE Spaces x .25 (rounded up to nearest whole number)
EVSE other may be "EV Ready" or "EV Space"
7
5. D Transportation Demand Management (TOM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on your submitted plans to determine whether your permit requires a TOM plan. If TOM is applicable to
your permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
Office (all}2
Restaurant
Retai'3
Industrial
Manufacturing
Warehousing
EmpADTfor
first 1,000 s.f.
20
11
8
4
4
4
EmpADT/
1000 s.f.1
13
11
4.5
3.5
3
1
, Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 1 CJ'hEdition
2 For all office uses, use SAN DAG 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 ca1cv1atjons;
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. (8,334 sf / 1,000 x 4.5) + 8 = 46 Employee ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be
contacted should my permit require a TDM plan a d understand that an approved TDM plan is a condition of permit issuance.
Applicant Signature: --'"""'---"'=:....:::..:::-=-=--==-...,_.c.......::,.;:;...-_
Name: Richard Le
Date: 10/16/23
Phone No.: 510-323-5711
8
r-cityof
-.&._sbad
CAP Building Plan
Template
B-55
Develo ,t>ent Services
Building Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
The following sum compliance with the applicable Climate Action Plan ordinances oft rlsbad Municipal Code and California
Gree • • reen), current version. The followin certificate shall be inc Jans for all buildin ermits that
are re measures:
1. ENERGY EFFICIENCY APPLI □No
O ves ON/A
Existing Structure, year built: ____ _
Prepared Energy Audit? Q es D No
Energy Score: _______ _
Efficiency Measures included in s I
--,
/
2. PHOTOVOLTAIC SYSTEM APPLICABLE: OY
3.
4.
5.
Complies with CMC section 18.30.040 and 2
Code section 150.l(c)14
Size of PV system (kWdc):
Sizing PV by load calculations
If by Load Calculations:
0 Yes
Total calculated electrical load:
80% of load:
Exception Requested
Exception Approved
I
□Y ~ D Yes O No
ALTERNATIVE WATER HEATING SYSTE APPLICABLE: □ YES NO
Complies with CMC sections 18. .020
18.20.030 and/or 18.30.050? O ves ON/
Alternative Source:
o ElectriL o Passive So
O Yes □No Exception Requested
Exception Approved O Yes □No
ELECTRIC VEHICLE (E C ARGING APPLICABLE: DYES □NO
Complies
0 Yes O N/A D Yes □No
Required Provided
Tota V Parking Spaces:
N of EV Capable Spaces:
o. of EV Ready Spaces:
No. of EV Installed Spaces:
Hardship Requested tlYes 0 No
Hardship Approved Yes □No
TRAFFIC DEMAND MANAGEMENT APPLICABLE: DYES DNo
Compliant? 0 Yes 0No
TOM Report on file with city? □Yes oNo