HomeMy WebLinkAbout1262 BUENA VISTA WAY; ; CBR2022-3162; PermitBuilding Permit Finaled
Residential Permit
Print Date: 04/10/2024
Job Address: 1262 BUENA VISTA WAY, CARLSBAD, CA 92008-1533
Permit Type: BLDG-Residential Work Class:
Parcel#: 1561202500 Track#:
Valuation: $131,034.90 Lot#:
Occupancy Group:
#of Dwelling Units: 1
Project #:
Plan#:
Second Dwelling Unit
Bedrooms:
Bathrooms:
Construction Type:V-B
Orig. Plan Check#:
Occupant Load: 2,019 Plan Check#:
Code Edition:
Sprinkled: No
Project Title:
Permit No:
Status:
(city of
Carlsbad
CBR2022-3162
Closed -Finaled
Applied: 08/30/2022
Issued: 03/23/2023
Finaled Close Out: 04/10/2024
Final Inspection: 04/04/2024
INSPECTOR: Alvarado, Tony
Description: 1262 BUENA VISTA: NEW ADU ( 746 SF) ADDITION TO EXISTING DETACHED GARAGE
Applicant:
WRIGHT DESIGN
SAMUEL WRIGHT
2911 STATE ST, # A
CARLSBAD, CA 92008-2338
(760) 213-1460
FEE
BUILDING PLAN CHECK
BUILDING PLAN REVIEW-MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN)
CERTIFICATE OF OCCUPANCY
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
SB1473 -GREEN BU ILDING STATE STANDARDS FEE
SFD & DUPLEXES
STRONG MOTION -RESIDENTIAL (SMIP)
SWPPP INSPECTION TIER 1 -Low BLDG
SWPPP PLAN REVIEW TIER 1 -Low
Total Fees : $2,873.33 Total Payments To Date: $2,873.33 Balance Due:
AMOUNT
$755.30
$194.00
$98.00
$16.00
$175.00
$6.00
$1,251.00
$17.03
$292.00
$69.00
$0.00
Pl ease 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 limitat ion has previously ot herwise expired.
\lding Division Page 1 of 1
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
APP LI CATION
B-1
Plan Chec~2D'ZZ-3tl.Q2-
Est. Valu~ 131:2~:
PC Deposit ...,.7...----'S'""''-"~....,__-~"""'DJ1---v---
Date ~-?()-2.z
Job Address l '2.-& 2... :ss" U\q.., V ,s+:e.. w €:\ t Unit: ____ APN: J S6 I '2...o :Z. 5" oo
CT/Project #: _________________ Lot #: ____ Year Built: _________ _
BRIEF DESCRIPTION OF WORK:
[i(New SF: Living SF, -=tlf I, Deck SF, ___ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? ~Y O N New Fireplace? O Y'2J N , if yes how many? __ 0 __
D Remodel: _____ SF of affected area Is the area a conversion or change of use? 0 YO N
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
0 Solar: ___ KW, ___ Modules, Mounted:QRoofQGround, Tilt: 0Y0 N, RMA: OY ON,
Battery:OVC N, Panel Upgrade: Ov ON Electric Meter number: ------------
0th er:
APPLICANT (PRIMARY CON~ . PROPERTY OWNER
Name: .5'4ME ~ u..)r1 qh+ Name: £.r-1.e..s ../-o -F-v..12..A ks
Address: ___________ ~ ____ ,Address: l "2-~~ &,;~ tit :S:fe-. W~Y
City: _______ ,State: ___ Zip: ____ City: t::.o...r/ ~Md State: CA Zip: 'f Z.o oB
Phone: Phone: __________________ _
Email: Email: __________________ _
DESIGN PROFESSIONAL CONTRACTOR OF RECORD
Name: _________________ Business Name: _______________ _
Address: Address: ________________ _
City:, _______ ,State: ___ Zip: ____ _ City: _______ State: ___ ,Zip: ______ _
Phone: ________________ _ Phone: _________________ _
Email: ________________ _ Email: _________________ _
Architect State License: __________ _ CSLB License #: ______ Class: ______ _
Carlsbad Business License# (Required): _______ _
APPLICANT CERT/FICA T/ON: I certify that I have read the applicatian and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State laws relating to building construction.
NAME (PRINT): Gfl\.t..S+o :WQA-k-S SIGN:....: -~___;,__;__&.---.,:1tc?7,..-:;;........;......ar:::::;_;___ DATE: /-J /-2-o-Z... 3
1635 Faraday Ave Carlsbad, 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 penaltyof perjury that I am licensed underprovisionsof Chapter9 ( commencing with Section 7000) of Division]
of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the
following declarations {CHOOSE ONE}:
D I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy No. ____________________________________________ _
-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):
Note: If the person signing above is an authorized agent for the contra
__________ SIGNATURE: __________ DATE: ______ _
er of authorization on contractor letterhead.
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
[t{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 comple.ion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
-OR-
DI, 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,
F RM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
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 or at the fallowing Web site: http:I/www.leginfo.ca.gov/ ca/aw.html.
OWNER CERT/FICA TI0N: Tl,~ 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 modi"ications 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.
SIGN: ~ ~
Note: If the erson si nin above is an authorized a ent for the ro ert owner include form B-62 si ned b
NAME (PRINT): E_(:..:.tli.=:::.t;~S~:f:o-=------,1-hJ...-..,;:;Ull:Z,L_-l:,L;;i~-S-DATE:
owner.
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
2
REV. 04/22
C_cityof
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
8-61
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address _ ___,,J-'2__..u,""-"''2...=--'R .......... u ..... (2./la..=--=---1,;\J ...... ,_..~f.._p..~-W""'-"J~~Y,._'"~....c;Ol-.C-J/'--'s........,;b;;..<.4'1"'-'el<---'----'-c--'~~-...:::'7-Z.mg
The City of Carlsbad ("City") is providing you wit h this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and t he 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 const ruction
related acknowledgments designed to inform t he property owner of his/her obligations related to t he request ed
permit activities.
I. € f I understand a frequent practice of unlicensed contractors is to have the property owner obtain an "Owner·
-Builder" building permit that erron eously implies that t he 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. ££_1 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. .E.£_1 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. fi.£1 understand contractors are required by law to be licensed and bonded in California and to list their license
numbers on permits and contracts.
V. ~I understand if I employ or otherw ise engage any persons, other t han California licensed contractors, and
the total value of my construct ion is at least five hundred dollars ($500), including labor and materials, I may be
considered an "employer" under st ate and federal law.
REV.05/22
Owner-Builder Acknowledgement Continued
VI. -Ef--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.
VII. e.£:_ 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. ft I 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
about licensed contractors.
X. _ef_1 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:
XI. -e.J::__1 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. cl,_1 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 af perjury that I have read and understand all of the information provided on this form and that my responses, including my
authority ta sign this form, is true and correct. I om aware that I have the option to consult with legal counsel prior to signing this f orm, and I hove
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) Property Owner Signature Date
3 REV.05/22
{'city of
Carlsbad
OWNERS
AUTHORIZED
AGENT FORM
B-62 R
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
\I www .carlsbadca.gov
AUG 3 0 2022
Cl
f L OWNER'S AUTHORIZED AGENT FORM
BAD
ION
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 ta apply for a construction permit
on his/her behalf.
UTHORIZATION OF AGENT TO ACT ON P OPERTY 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.
Scope of Construction Project (or Description of Work): ~A~_· i_P_w_· ·--------------
Project Location or Address: It,.'--D P-> U J.i.J -4 '1 IS T ,4 W. ·,4, 1
c:::::...._ £ M • '''-1 ...... l r 1 ~t'-I.JI , __ Name of Authorized Agent: _;;;iiiN9' ____ l" ___ ...__. __ " _______ Tel No. G.O • 1., , • ~.,.. "'"""
Address of Authorized Agent: Z.. "'I l I ~ T I-T ~ ~ T ~ £.L ,-
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.
V'-~ Property Owner's Signature: ___________________ Date: Z. '-It IJ t..r • 'Z. (,). 'Z, 1-
Building Permit Inspection History Finaled
{city of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
03/24/2023 03/24/2023 BLDG-SW-Inspection 206280-2023 Partial Pass Tony Alvarado Reinspection Incomplete
Checklist Item COMMENTS Passed
Are inactives slopes properly Yes
stabilized?
Are areas flatter than 3:1 Yes
covered or protected?
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Do basins appear to be Yes
maintained as required?
Are perimeter control BMPs Yes
maintained?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
Are BMPs stockpiled for Yes
emergency deployment?
BLDG-SW-Pre-Con 206185-2023 Partial Pass Tony Alvarado Reinspection Incomplete
Wednesday, April 10, 2024 Page 1 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status:
Scheduled
Date
04/06/2023
Closed -Finaled Expiration Date: 06/25/2024
IVR Number: 43002
Address: 1262 BUENA VISTA WAY
CARLSBAD, CA 92008-1533
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector
Checklist Item
BLDG-Building Deficiency
NOTES Created By
Angie Teanio
COMMENTS
March 24, 2023:
1. Informed contractor representative
Earnesto, meeting pertaining to all City Of
Carlsbad preconstruction meeting
requirements.
2. SWPPS, BMPS, and soil and erosion
control measures and devices to be intact
and in place, during entire ADU building
construction project-partial pass.
TEXT
760-518-5501 Ernesto
04/06/2023 BLDG-11 207379-2023 Partial Pass Tony Alvarado
Foundation/Ftg/Piers
(Rebar)
Checklist Item
BLDG-Building Deficiency
COMMENTS
April 6, 2023: foundation steel
reinforcement scope of work-not ready.
1. received and filed geotechnical/soils
engineering certification letter, verifying
compacted/competent soil's condition and
"safe for intended use-"approved.
2. Underground plumbing waste and vent
lines, under 10 foot high plumbing water
head pressure test -approved.
BLDG-12 Steel/Bond
Beam
207380-2023 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
April 6, 2023: foundation steel
reinforcement scope of work-not ready.
1. received and filed geotechnical/soils
engineering certification letter, verifying
compacted/competent soil's condition and
"safe for intended use-"approved.
2. Underground plumbing waste and vent
lines, under 10 foot high plumbing water
head pressure test -approved.
BLDG-21
Underground/Underflo
or Plumbing
207209-2023 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
April 6, 2023:
1. Underground gas line, yellow tracer
wire, gas gauge, under air pressure leak
test. scope of work located at front and
side yard of property -approved.
Reinspection Inspection
Passed
Yes
Created Date
03/23/2023
Reinspection Incomplete
Passed
Yes
Reinspection Incomplete
Passed
Yes
Complete
Passed
Yes
Wednesday, April 10, 2024 Page 2 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERN ESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGU NA MESA TRACTS
Status:
Scheduled
Date
Closed -Finaled Expiration Date: 06/25/2024
IVR Number: 43002
Address: 1262 BUENA VISTA WAY
CARLSBAD, CA 92008-1533
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector
NOTES Created By
Angie Teanio
Status
TEXT
760-518-5501 Ernesto
BLDG-81 Underground 207432-2023 Passed Tony Alvarado
Combo(11, 12,21,31)
Checklist Item
BLDG-21
Underground-Underfloor
Plumbing
BLDG-SW-Inspection
COMMENTS
April 6, 2023: foundation steel
reinforcement scope of work-not ready.
1. received and filed geotechnical/soils
engineering certification letter, verifying
compacted/competent soil's condition and
"safe for intended use-"approved.
2. Underground plumbing waste and vent
lines, under 10 foot high plumbing water
head pressure test -approved.
207381-2023 Partial Pass Tony Alvarado
Reinspection Inspection
Created Date
04/05/2023
Passed
Yes
Complete
Reinspection Incomplete
Wednesday, April 10, 2024 Page 3 of 11
I
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
Are inactives slopes properly Yes
stabilized?
Are areas flatter than 3:1 Yes
covered or protected?
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Do basins appear to be Yes
maintained as required?
Are perimeter control BMPs Yes
maintained?
Is the entrance stabilized to Yes
prevent tracking?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are stockpiles and spoils No
protected from runoff?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
Are BMPs stockpiled for Yes
emergency deployment?
04/27/2023 04/27/2023 BLDG-11 209246-2023 Passed Tony Alvarado Complete
Foundation/Ftg/Piers
(Rebar)
Wednesday, April 10, 2024 Page 4 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIAM
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status:
Scheduled
Date
Closed -Finaled Expiration Date: 06/25/2024
IVR Number: 43002
Address: 1262 BUENA VISTA WAY
CARLSBAD, CA 92008-1533
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector
Checklist Item
BLDG-Building Deficiency
NOTES Created By
Angie Teanio
COMMENTS
April 27, 2023: foundation steel
reinforcement scope of work-Approved ..
1. received and filed geotechnical/soils
engineering certification letter, verifying
compacted/competent soil's condition and
"safe for intended use-"approved.
2. Footing foundation slab steel rebar
reinforcement per engineered plans and
detail specifications-approved.
3. Revised footing on structural engineer
plans sheet SD-3 detail number #4, scope
of footing, steel reinforcement rebar
placement, and size and type of
reinforcement -per approved per revised
engineered detail.
4. SWPPPS, BMPS, and sediment and
erosion control devices and measures
installed and intact-approved.
TEXT
760-518-5501 Ernesto
BLDG-12 Steel/Bond
Beam
209458-2023 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
April 27, 2023: foundation steel
reinforcement scope of work-Approved ..
1. received and filed geotechnical/soils
engineering certification letter, verifying
compacted/competent soil's condition and
"safe for intended use-"approved.
2. Footing foundation slab steel rebar
reinforcement per engineered plans and
detail specifications-approved.
3. Revised footing on structural engineer
plans sheet SD-3 detail number #4, scope
of footing, steel reinforcement rebar
placement, and size and type of
reinforcement -per approved per revised
engineered detail.
4. SWPPPS, BMPS, and sediment and
erosion control devices and measures
installed and intact-approved.
BLDG-SW-Inspection 209459-2023 Partial Pass Tony Alvarado
Reinspection Inspection
Passed
Yes
Created Date
04/26/2023
Passed
Yes
Complete
Reinspection Incomplete
Wednesday, April 10, 2024 Page 5 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIAM
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
Are inactives slopes properly Yes
stabilized?
Are areas flatter than 3:1 Yes
covered or protected?
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Do basins appear to be Yes
maintained as required?
Are perimeter control BMPs Yes
maintained?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
Are BMPs stockpiled for Yes
emergency deployment?
10/06/2023 10/06/2023 BLDG-13 Shear 226232-2023 Passed Tony Alvarado Complete
Panels/HD (ok to wrap)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-15 Roof/ReRoof 226468-2023 Passed Tony Alvarado Complete
(Patio)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
Wednesday, April 10, 2024 Page 6 of 11
PERMIT INSPECTION HISTORY for {CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
CARLSBAD, CA 92008-1533
Scheduled
Date
12111/2023
IVR Number:
Actual Inspection Type
Start Date
Inspection No.
BLDG-SW-Inspection 226469-2023
Checklist Item COMMENTS
Are inactives slopes properly
stabilized?
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?
Are perimeter control BMPs
maintained?
Is the entrance stabilized 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 stockpiles and spoils
protected from runoff?
Are all storage areas clean
and maintained?
Were spills/leaks observed
during the inspection?
Were there any discharges
during the inspection?
Are BMPs stockpiled for
emergency deployment?
12111/2023 BLDG-18 Exterior 233231-2023
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-23 233232-2023
Gas/Test/Repairs
Checklist Item COMMENTS
BLDG-Building Deficiency
Wednesday, April 10, 2024
43002
Inspection
Status
Partial Pass
Passed
Passed
Primary Inspector
Tony Alvarado
Tony Alvarado
Tony Alvarado
Reinspection Inspection
Reinspection Incomplete
Passed
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Page 7 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIAM
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
BLDG-84 Rough 233073-2023 Passed Tony Alvarado Complete
Combo(14,24,34,44)
Checklist Item COMMENTS Passed
BLDG-14 Yes
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout Yes
BLDG-34 Rough Electrical Yes
BLDG-44 Yes
Rough-Ducts-Dampers
12/18/2023 12/18/2023 BLDG-16 Insulation 234165-2023 Passed Tony Alvarado Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-SW-Inspection 234166-2023 Partial Pass Tony Alvarado Reinspection Incomplete
Wednesday, April 10, 2024 Page 8 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
Are inactives slopes properly Yes
stabilized?
Are areas flatter than 3: 1 Yes
covered or protected?
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Are perimeter control BMPs Yes
maintained?
Is the entrance stabilized to Yes
prevent tracking?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are stockpiles and spoils Yes
protected from runoff?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are BMPs stockpiled for Yes
emergency deployment?
12/28/2023 12/28/2023 BLDG-17 Interior 235173-2023 Passed Tony Alvarado Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-SW-Inspection 235174-2023 Partial Pass Tony Alvarado Reinspection Incomplete
Wednesday, April 10, 2024 Page 9 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIA M
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
IVR Number: 43002 CARLSBAD, CA 92008-1533
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
Are inactives slopes properly Yes
stabilized?
Are areas flatter than 3: 1 Yes
covered or protected?
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Do basins appear to be Yes
maintained as required?
Are perimeter control BMPs Yes
maintained?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
Are BMPs stockpiled for Yes
emergency deployment?
04/04/2024 04/04/2024 BLDG-Final Inspection 244217 -2024 Passed Tony Alvarado Complete
Checklist Item COMMENTS Passed
BLDG-Plumbing Final Yes
BLDG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
BLDG-SW-Inspection 244355-2024 Passed Tony Alvarado Complete
Wednesday, April 10, 2024 Page 10 of 11
PERMIT INSPECTION HISTORY for (CBR2022-3162)
Permit Type: BLDG-Residential Application Date: 08/30/2022 Owner: CO-OWNERS FUENTES ERNESTO
AND GLORIAM
Work Class: Second Dwelling Unit Issue Date: 03/23/2023 Subdivision: LAGUNA MESA TRACTS
Status: Closed -Finaled Expiration Date: 06/25/2024 Address: 1262 BUENA VISTA WAY
CARLSBAD, CA 92008-1533 IVR Number: 43002
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection
Date Start Date Status
Checklist Item COMMENTS Passed
' Are inactives slopes properly Yes
stabilized?
\ Are areas flatter than 3:1
covered or protected?
Yes
Are sediment controls properly Yes
maintained?
Are erosion control BMPs Yes
functioning properly?
Are natural areas protected Yes
from erosion?
Do basins appear to be Yes
maintained as required?
Are perimeter control BMPs Yes
maintained?
Have sediments been tracked Yes
on to the street?
Have materials collected Yes
around the storm drains?
Has sediment accumulated on Yes
impervious surfaces?
Are dumpsters and trash Yes
receptacles covered?
Has trash/debris accumulated Yes
throughout the site?
Are all storage areas clean Yes
and maintained?
Were spills/leaks observed Yes
during the inspection?
Were there any discharges Yes
during the inspection?
Are portable restrooms Yes
properly positioned?
Do portable restrooms have Yes
secondary containment?
Are BMPs stockpiled for Yes
emergency deployment?
04/10/2024 04/10/2024 BLDG-SW-Pre-Con 244774-2024 Passed Tony Alvarado
Checklist Item COMMENTS Passed
BLDG-Building Deficiency B-59 recycle waste management, City of Yes
Carlsbad form, received and approved.
NOTES Created By TEXT Created Date
Angie Teanio 760-518-5501 Ernesto 03/23/2023
Wednesday, April 10, 2024
Inspection
Complete
Page 11 of 11
True Nortl1
COMPLIA NCE SERVICES
Decem her 28, 2022
City of Carlsbad City of Carlsbad -FINAL REVIEW ,~,_
City Permit No: CBR2022-~1\ r
True North No.: 22-018-230
Community Development Department -Building Division
1635 Faraday Ave.
Carlsbad, CA 92008
Plan Review: New ADU
Address: 1260 Buena Vista Way, Carlsbad, CA
Applicant Name: Sam Wright
Applicant Email: wrighthouzz@gmail.com
OCCUPANCY AND BUll..DING SUMMARY:
Occupancy Groups: R3
Occupant Load: N/ A
Type of Construction: V-B
Sprinklers: No
Stories: 1
Area of Work (sq. ft.): NIA sq. ft.
The plans have been reviewed for coordination with the permit application.
Valuation: Confirmed
Scope of Work: Confinned
Floor Area: Confirmed
Attn: Building & Safety Department,
True North Compliance Services, Inc. has completed the final review of the following documents for the project
referenced above on behalf of the City of Carlsbad:
1. Drawings: One (l) copy dated August 30, 2022, by Wright Design.
2. Structural Calculations: One (1) copy dated August 29, 2022, by David Thomas Engineering.
3. Energy Document: One (1) copy dated July 26, 2022, by Dell Co ..
4. Geotechnical Report: One (I) copy dated July 27, 2022, by East County Soil Consultation and Engineering.
The 2019 California Building, Mechanical, Plumbing, and Electrical Codes (i.e., 2018 IBC, UMC, UPC, and 2017
NEC, as amended by the State of California), 2019 California Green Building Standards Code, 2019 California
Existing Building Code, and 2019 California Energy Code, as applicable, were used as the basis of our review.
Please note that our review has been completed and we have no further comments.
True North Compliance Services, Inc.
3939 Atlantic Avenue Suite 116, Long Beach, CA 90807
T / 562.733.8030
David Thomas
Engineering, A.P.C.
Structural Engineering Servi ces
Structural Calculations
(A DU addition)
Project
Fuentes Residence/ 22167
1260 Buena Vista Way
Ca rl sbad, Cali fo rnia 92008
Prepared For
Sam Wright
Wright Design
2911 Stat e Street
San Diego, California 92008
8-29-2: CBR2022-3162
1260 BUENA VISTA WAY
> 1--0
Mailing: 3525 Del Mar Heights Road, #3
Physical: 12625 High Bluff Drive, Suite~
Office Phone: (858) 201 -3072
1262 BUF:NA VISTA: NEW ADU ( 746 SF) ADDITION TO
EXISTING DETACHED GARAGE
Website: www.dtengsd.com
1561202500
8/30/2022
CBR2022-3162
Job Fuentes Residence 22167
Calculated by __ -=-DT~ Date ____ _
Davi d Thomas Engineering
TABLE OF CONTENTS
PAGE
1. PROJECT SCOPE / DESIGN CRITERIA.......................................................... __ 2 __
2. DESIGN LOADS.......................................................................................... 3 ---
3. VERTICAL ANALYSIS:
A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC.)..... 4 -5
B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC.) ...................... __ _
4. LATERAL ANALYSIS:
A. SEISMIC/WIND LOADING ANALYSIS & LATERAL DISTRIBUTION .......... .
B. LATERAL LOAD-RESISTING DESIGN:
I. SHEARWALL DESIGN ............................................................ ..
6 -7
8-9
II. CANTILEVERED STEEL COLUMN ELEMENTS ............................. __ _
Ill. STEEL MOMENT FRAMES ..................................................... .
IV. ________ ..................................................... .
5. FOUNDATION DESIGN:
A. CONTINUOUS & SPREAD FOOTINGS ................................................. __ 10 __
B. RETAINING WALLS .......................................................................... __ _
C. CONCRETE GRADE BEAMS ............................................................... __ _
D. DEEPENED CONCRETE PIERS/CAISSONS .......................................... __ _
E. -------------········· ................................. ---
6. SCHEDULES:
A. SHEARWALL SCHEDULE................................................................... 11
B. HOLD DOWN SCHEDULE................................................................... 12
C. SPREAD FOOTING SCHEDULE . .. . .. .. . .. .. . . . ... . .. .. .... . .. .. . .. .. .. . .. . .... . .. . . .. . 13
1 of 13
Job Fuentes Residence 22167
Calculated by __ ~D~T-Date ____ _
David Thomas Engineering
PROJECT SCOPE
Provide vertical and lateral load calculations for a proposed ADU addition to an existing one-story detached
garage structure at an existing single family residence at 1260 Buena Vista Way, Carlsbad, California 92008.
Residence to be constructed utilizing primarily wood-frame construction. Roof framing to consist of a
combination of conventional stick-frame and prefabricated wood roof trusses (designed by other), and the
foundation system to consist of a conventional slab-on-grade with deepened perimeter footings. A soils report
was provided for this project. Therefore, the foundation design will be based on the allowable soils bearing
capacity and other recommended soil values as specified in the soils report prepared for this project. David
Thomas Engineering makes no representations concerning the suitability of the soils and/or allowable soil
values recommended by the soils engineer.
These calculations have been prepared for the exclusive use of Ernie & Gloria Fuentes and their design
consultants for the specific site listed above. Should modifications be made to the project subsequent to the
preparation of these calculations, David Thomas Engineering should be notified to review the modifications
with respect to the recommendations/conclusions provided herein, to determine if any additional
calculations and/or recommendations are necessary. Our professional services have been performed, our
findings obtained, and our recommendations prepared in accordance with generally accepted engineering
principles and practices.
GOVERNING CODE:
CONCRETE:
MASONRY:
REINFORCING STEEL:
STRUCTURAL STEEL:
SAWN LUMBER:
E.W.P.:
GLULAMS:
SOIL:
DESIGN CRITERIA SUMMARY
2019 C.B.C.
f c = 2500 PSI (MIN.), NO SPECIAL INSPECTION REQ'D, (U.N.O.)
ASTM C90, f m = 1500 PSI, SPECIAL INSPECTION REQ'D, (U.N.O.)
ASTM A615, Fv = 60 KSI FOR #4 AND LARGER (U.N.O.)
ASTM A992, Fy = 50 KSI (ALL 'W SHAPES, ONLY)
ASTM A36, Fv = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS)
ASTM A500, GRADE B, Fv = 46 KSI (STRUCTURAL TUBES-HSS)
ASTM A53, GRADE B, Fv = 35 KSI (STRUCTURAL PIPES)
DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2018 NOS.
BOISE-CASCADE: BCI-JOIST (ICC-ESR-1336), VERSA-LAM (ICC-ESR-1040)
DOUGLAS FIR OR DOUGLAS FIR/HEM
GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS)
SOILS REPORT BY: East County Soil Consultation & Engineering, Inc.
DATED: July 27. 2022
ALLOWABLE BEARING PRESSURE
ACTIVE SOIL PRESSURE (CANTILEVER)
ACTIVE SOIL PRESSURE (RESTRAINED)
PASSIVE SOIL PRESSURE
COEFFICIENT OF FRICTION
= 2 000 PSF
= _____ PCF = PCF -----= 300 PCF
= 0.35
2 of 13
Job Fuentes Residence 22167
Calculated by __ ~D~T_ Date ___ _
David Thomas Engineering
DESIGN LOADS
MATERIAL:
ROOF SLOPE:
DEAD LOAD:
ROOFING MATERIAL ............................................................................ .
SHEATHING ................................................................................................. .
RAFTERS/C.J. (or) TRUSSES ........................................................................ .
INSULATION ................................................................................................... .
DRYWALL ....................................................................................................... .
OTHER (ELEC., MECH., MISC.) .................................................................... .
TOTAL DEAD LOAD:
LIVE LOAD:
TOTAL LOAD:
CASE 1
SHINGLE
4:12
10.0 PSF
1.5
4.0
1.5
2.5
0.5
20.0 PSF
-~20~.0~PSF _
40.0 PSF
EXTERIOR WALL FINISH: STUCCO
STUDS .............................................................................................................. 1.0 PSF
DRYWALL ......................................................... ...................................... ........ 2.5
INSULATION ...................................................................................................... 1.5
EXTERIOR FINISH .. .............................. ........ ....... .............. ... . .. .. . .. . . .. .. . . .. . . . .. 10.0
OTHER ............................................................................................................... ----1,Q
TOTAL LOAD: 16.0 PSF
INTERIOR WALL
STUDS ............................ .... .............................. ... .......... ......... ... .. . . . .. . ..... . .... 1.0 PSF
DRYWALL ....................... ................................................................ ......... .... 5.0
OTHER .......................................................................................................... _....:..1=.0
TOTAL LOAD: 7.0 PSF
3 of 13
Wood Beam
DAVID THOMAS ENGINEERING
Structural Engineering Services
Phone: (858) 201-3072
Email: david@dtengsd.com
Website: www.dtengsd.com
Project Title:
Engineer:
Project ID:
Project Descr:
XXXXX Residence
David Thomas, SE
21XXX
Project File: Fuentes Residence.ec6
UC#: KW-06015405, Build:20.22.8.17
DESCRIPTION: RH-1
DAVID THOMAS ENGINEERING, A P.C. (c) EN_ERCALC INC 1983-2022
CODE REFERENCES
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
Load Combination Set: IBC 2018
Material Properties
Analysis Method : Allowable Stress Design
Load Combination : IBC 2018
Wood Species
Wood Grade
Beam Bracing
Douglas Fir-Larch
No.2
Completely Unbraced
Fb +
Fb-
Fc -Prll
Fe -Perp
Fv
Ft
900 psi
900 psi
1350 psi
625 psi
180 psi
575 psi
E : Modulus of Elasticity
Ebend-xx 1600 ksi
Eminbend -xx 580 ksi
Density 31.21 pct
D 0.31 Lr 0.31
4x8
Span= 6.50 ft
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load: D = 0.020, Lr= 0.020 ksf, Tributary Width = 15.50 ft, (Roof Framing)
DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio = 0.894 1 Maximum Shear Stress Ratio = 0.437 : 1
Section used for this span 4x8 Section used for this span 4x8
fb: Actual = 1,292.86psi fv: Actual = 98.24 psi
Fb: Allowable = 1,446.29psi Fv: Allowable = 225.00 psi
Load Combination +D+Lr Load Combination +D+Lr
Location of maximum on span = 3.250ft Location of maximum on span = 5.907 ft
Span # where maximum occurs = Span# 1 Span# where maximum occurs Span# 1
Maximum Deflection
Max Downward Transient Deflection 0.070 in Ratio= 1107 >=360 Span: 1 : Lr Only
Max Upward Transient Deflection O in Ratio= 0 <360 nta
Max Downward Total Deflection 0.142 in Ratio = 548>=240 Span: 1 : +D+Lr
Max Upward Total Deflection O in Ratio= 0<240 nla J
Maximum Forces & Stresses for Load Combinations
Load Combination rvlax Stress Ra!1os rvlomen! 'values Snear 'values
Segment Length Span # M V Cd CFN Ci Cr Cm c, CL M fb F'b V fv F'v
D Only 0.00 0.00 0.00 0.00
Length = 6.50 ft 0.624 0.306 0.90 1.300 1.00 1.00 1.00 1.00 0.99 1.67 652.11 1045.03 0.84 49.55 162.00
+D+Lr 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length = 6.50 ft 0.894 0.437 1.25 1.300 1.00 1.00 1.00 1.00 0.99 3.30 1,292.86 1446.29 1.66 98.24 225.00
+D+0.750Lr 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length = 6.50 ft 0.783 0.383 1.25 1.300 1.00 1.00 1.00 1.00 0.99 2.89 1,132.68 1446.29 1.46 86.07 225.00
+0.60D 1.300 1.00 1.00 1.00 1.00 0.99 0.00 0.00 0.00 0.00
Length = 6.50 ft 1 0.212 0.103 1.60 1.300 1.00 1.00 1.00 1.00 0.99 1.00 391.27 1843.92 0.50 29.73 288.00
Overall Maximum Deflections
Load Combination Span Max. "-" Defl Location in Span Load Combination Max."+" Defl Location in Span
+D+Lr 1 0.1421 3.274 0.0000 0.000
4 of 13
Wood Beam
DAVID THOMAS ENGINEERING
Structural Engineering Services
Phone: (858) 201-3072
Email: david@dtengsd.com
Website: www.dtengsd.com
IC# : KW-06015405, Build:20.22.8.17
DESCRIPTION: RH-1
Vertical Reactions
Project Title:
Engineer:
Project ID:
Project Descr:
DAVID THOMAS ENGINEERING, A.P.C.
XXXXX Residence
David Thomas, SE
21XXX
Project File: Fuentes Residence.ec6
(c) ENERCALC INC 1983-2022
Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAX1mum
Overall MINimum
D Only
+D+Lr
+D+0.750Lr
+0.600
Lr Only
2.033 2.033
1.008 1.008
1.025 1.025
2.033 2.033
1.781 1.781
0.615 0.615
1.008 1.008
5 of 13
Job Fuentes Residence 22167
Calculated by ____ Date ____ _
David Thomas Engineering
LATERAL DESIGN (Sheet 1)
Wind Design
Method Used = Main Wind-Force Resisting System (MWFRS) -Envelope Method -Part 2
Maximum Building Height (z) =~5 feet
Design Wind Speed = 90 mph (per ASCE-7, Figure 26.5-lA)
Exposure Category = C (per ASCE-7, 6.5.6.3)
Importance Factor (I)= 1.00 (per ASCE-7, Table 1.5-2)
K,t = 1.00 (per ASCE-7, 26.8.2)
A= 1.21 (per ASCE-7, Figure 28.5-1)
Ps30 = 17.80 psf (per ASCE-7, Figure 28.5-1)
0.6 x Ps =I 12.92!psf Ps =Ax Kzt x P530 (per ASCE-7, 28.5.3, Equation 28.5-1)
(reduced for ASD load combos)
Adjust Factor A Table
Mean Roof Exposure
Height (ft) B C D
15 1.00 1.21 1.47
20 1.00 1.29 1.55
25 1.00 1.35 1.61
30 1.00 1.40 1.66
35 1.05 1.45 1.70
40 1.09 1.49 1.74
45 1.12 1.53 1.78
so 1.16 1.56 1.81
55 1.19 1.59 1.84
60 1.22 1.62 1.87
Seismic Design
Method used = Equivalent Lateral Force Procedure
Occupancy Category = 2 (per ASCE-7, Table 1-1) (Residential = 2.0)
6.5 R = (per ASCE-7, Table 12.2-1) (Wood Shearwalls = 6.5)
1.00 1 = (per ASCE-7, Table 11.5-1) (Residential = 1.0)
Site Class = (per ASCE-7, 11.4.2) (Assume Site Class = "D" w/o Soils Report)
Ss = g (0.2 sec) F. = ~ S05 = 0.840 g
D
1.050
0.381 S1 = g (1 sec) Fv = ~ S01 = 0.487 g
Seismic Design Category (SDS) =
Seismic Design Category (SDl) =
D
D
Ta= 0.152
Cs= 0.129
Csmax = 0.492
Csmln = 0.010
Csact = 0.129
p = 1.3
V = 0.120 ___ _.
sec
(Use the worst case seismic design category)
Cth: (per ASCE-7, Equation 12.8-7)
S05/(R/1) (per ASCE-7, Equation 12.8-2)
S0i/T.(R/l" (per ASCE-7, Equation 12.8-3)
Csm1n > 0.01 or O.SSif(R/1) (per ASCE-7, Eq. 12.8-5 / 12.8-6)
Assumed Factor of Safety
Wx (Csact*P)*W./1.4 (ASD) x I 1.20 I = !0.144 lw ,
6 of 13
Job Fuentes Residence 22167
Calculated by DT Date ____ _
David Thomas Engineering
LATERAL DESIGN (Sheet 2)
BUILDING WEIGHTS
Total Installed Roof Weight
Total Installed Deck Weight
Total Installed Interior Wall Weight
Total Installed Exterior Wall Weight
Commercial Partition Loads?
ROOF LOADS
:~l~ ~:~ ROOF
= 7 psf
= 16 psf
= N Yor N
Diaphragm Area Roof= 1500 sq. ft.
Exterior Wall Length
Interior Wall Length
Minimum Diaphragm Dimension
TOTAL BUILDING DEAD LOAD, WT.
C5( adjusted)
BASE SHEAR, V
LATERAL LOAD DISTRIBUTION
Story Area (A)
Story Unit Shear (vx)
WIND VS. SEISMIC COMPARISON
Wind Pressure (P)
Story Linear Forces
NORTH-SOUTH
NORTH-SOUTH
EAST-WEST
EAST-WEST
Wind
Seismic
Wind
Seismic
= 250 ft.
150 ft.
N-S = 27 ft.
= 37,725.00
= 0.144
= 5,432.40
1500 sq. ft.
3.62 psf
12.92 psf
= ROOF
= 12.92 psf X
= 3.62 psf X
12.92 psf X
3.62 psf X
LBS.
LBS.
Roof Project. Height
Plate Height
* Alternate Ext. Wall
E-W =I
TOTAL=
27!ft.
37725 LBS.
= .__ __ __.I ps f
See Lateral Design Loads Spreadsheet
See Lateral Design Loads Spreadsheet
7.5 ft.
27 ft.
7.5 ft.
27 ft.
97 plf
98 plf
97 plf
98 plf
SEISMIC GOVERNS
SEISMIC GOVERNS
7 of 13
Job Fuentes Residence 22167
Calculated by __ __,De:..I..___ Date ____ _
David Thomas Engineering
Shearwall Design
17~ N .S __ ._Story Shearwalls -Direction Unit Lateral Load, v = 3. <.P ~ psf
Gridllne ~ { ( ) ( ) Tributary Area (This Level): --'--2._'l_'l--_,___,__"l_Cf..,__......_ ___________ ____, __ +:.....2-_i _ sq. ft.
Lateral Load (This Level): /, (Ji !i '2 Lbs i Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = ---"f..,., ..... .Zc:....~"-'2-__ Lbs
Total Shearwall(s) Length, L = __________ l_~_,_'7 __ ft.
Unit Wall Shear, v = Fx/L
Shearwall Type: @
= __ Io_) __ plf
Overturning: Panel Design Width= ___ ft. OR __ Okay by Inspection
Uplift= _________________________ Lbs
Holdown Anchor Type: 0 -------------------
Gridline __ tr.;.____ ( ) ( ) ( ) ( )
Tributary Area (This Level): ___,_i._4_;,(_'2.-..,_--=--1,_c,-=--+...;....._-'-1_4_.;..::( 'l--'-'--.,_7'--''---------4--'7-'---C-sq. ft.
Lateral Load (This Level): oo Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = ___ 1"-+f-7"---'-Q-=O __ Lbs
Total Shearwall(s) Length, L =
Unit Wall Shear, v = F,JL
Shearwall Type: @
= __ '2.._+_,; __ plf
-r. 0 ft.
Overturning: Panel Design Width = ___ ft. OR __ Okay by Inspection
Uplift= ( 2.4--3 ) (! o) 1,43 o Lbs
Holdown Anchor Type: [{J n HJ> 4 f!' ----'-----------------
Gridline _____ _
Tributary Area (This Level): ________________________ sq. ft.
Lateral Load (This Level): Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = _______ Lbs
Total Shearwall(s) Length, L = ______________ ft.
Unit Wall Shear, v = Fx/L
Shearwall Type: Q
= _____ plf
Overturning: Panel Design Width= ___ ft. OR __ Okay by Inspection
Uplift = _________________________ Lbs
Holdown Anchor Type: 0 -------------------
8 of 13
Job Fuentes Residence 22167
Calculated by __ __,D=-T-=---Date ____ _
David Thomas Engineering
Shearwall Design
\ s-r N $ ___ Story Shearwalls -Direction Unit Lateral Load, v = 3,lo'7. psf
Gridllne ~ ) }
Tributary Area (This Level): ( 'l-"t> ( 2--( 'Z "I 4:-o {p sq. ft.
Lateral Load (This Level): 4-, o Lbs
Lateral Load (Level Above): ________________________ Lbs
Total Load (All Levels), Fx=
f 9J. 0 ft.
I. 4-7 o Lbs
' Total Shearwall(s) Length, L =
Unit Wall Shear, v = Fx/L
Shearwall Type: @
= --=~"'--'1.. __ plf
Overturning:
Uplift=
Panel Design Width = ___ ft. OR __ Okay by Inspection
( f2::> 1. ) { /o) C°b'2. -o Lbs
Holdown Anchor Type: [E] " H } "I i ''
~
~~~~::;-Ar-ea-(-Th-is-L-ev-el-): ( 'L.~('2-) ('l. q) +-( 7 /-i,)(14-) + (30/2,.) ( i.o) 75>" sq. ft.
Lateral Load (This Level): -Z,7 2 '3 Lbs
Lateral Load (Level Above):-------------------------,,---Lbs
Total Load (All Levels), Fx = 1-r 7 3 3 Lbs
Total Shearwall(s) Length, L =
Unit Wall Shear, v = Fx/L
Shearwall Type: @
= __ 1.._w_l_ plf
Io.$" ft.
Overturning: Panel Design Width= ___ ft. OR __ Okay by Inspection
Uplift= ( 'l.u,\ ) ( 1 a) '2., (.p I v Lbs
Holdown Anchor Type: ~ 11 H ) ~ 4-11
-------------------
Gridline C. ) r )
Tributary-A-re-a-(T-h-is_L_e-ve-1)-: -~\ 7_(_"2-,~'-'~+~-----------------,--44-=---sq. ft.
Lateral Load (This Level): -, Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = ----'-1 _,.7_.7 __ Lbs
Total Shearwall(s) Length, L = 5'. 0 ft.
Unit Wall Shear, v = Fx/L = __ >_lP __ pit
Shearwall Type: @
Overturning:
Uplift =
Panel Design Width= ___ ft. OR __ Okay by Inspection
l >lf ) ( I -o) ; ~ o Lbs
Holdown Anchor Type: [E] 11 H b \,ti''
9 of 13
Job Fuentes Residence 22167
Calculated by __ ----=D~T~ Date ____ _
David Thomas Engineering
CONTINUOUS FOOTING DESIGN
ALLOWABLE APPLIED LOADS
Allowable Soil Bearing Pressure (ASBP) = -=2=0-=-00=-----psf (Per Design Criteria)
NEW Continuous Footing (CF-1)
Cont. Footing Width = 1.25 ft. Cont. Footing Depth = 1.5 ft.
Allowable Line Load = ASBP x Footing Width = ---=2 =50=-=0'---plf
Maximum Line Load (Gridline 4 )= 760 plf
Allowable Point Load = ASBP x Footing Width x 2 x Footing Depth = 7 500 lbs.
USE: 15 "WIDE X 18 "DEEP CONT. FOOTING w/ (_2_) -# 4 BARS (TOP & BOTTOM)
EX Continuous Footing (CF-2)
Cont. Footing Width = 1.0 ft.
Allowable Line Load = ASBP x Footing Width =
Cont. Footing Depth = _ __,_1.=0 __ ft.
1 000 plf
Allowable Point Load= ASBP x Footing Width x 2 x Footing Depth= 3 000 lbs.
USE: 12 "WIDE X 12 "DEEP CONT. FOOTING w/ (.__---=2,__,) -# 4 BARS (TOP & BOTTOM)
SPREAD FOOTING DESIGN
P-1 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width= 8 000
USE: 24" SQUARE X 18 "DEEP CONT. FOOTING w/ (2) -# 4 BARS (EA. WAY @ BOTTOM)
lbs.
P-2 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width= __ ...:.1=2=5=0.::..0 __ lbs.
USE: 30" SQUARE X 18 "DEEP CONT. FOOTING w/ (3) -# 4 BARS (EA. WAY @ BOTTOM)
P-3 Spread Footing: Allowable Point Load = ASBP x Footing W idth x Footing Width = 18 000 lbs.
USE: 36" SQUARE X 18 "DEEP CONT. FOOTING w/ (4) -# 4 BARS (EA. WAY@ BOTTOM)
P-4 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = 24 500 lbs.
USE: 42" SQUARE X 18 " DEEP CONT. FOOTING w/ (5) -# 4 BARS (EA. WAY @ BOTTOM)
P-5 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = 32 000 lbs.
USE: 48" SQUARE X 18 "DEEP CONT. FOOTING w/ (6) -# 4 BARS (EA. WAY @ BOTTOM)
10 of 13
..... .....
0 ...., ..... w
SHEAR~ALL SCHEDULE (2019 CBC)
HARK VALUE HATERIAL NAIL B.N. 4 F.N. SILL PLATE ATTACH. BOT. PLATE ATTACH. TOP PLATE ADDITIONAL
(PLF) SIZE E.N. 5/B"¢ AB. SPACING NAILS 4 SGREl-iS CLIPS NOTES
0 260 3/B" CDX Bd 6" 12" 4B" O.C. I6d@ 4" O.C. A35 @ 16" O.C. -
@ 340 15/32" CDX IOd 6" 12" 32" O.C. I6d@ 4" O.C. A35 @ 12" O.C. -
0 350 3/8" CDX Bd 4" 12" 32" O.C. I6d@ 4" O.C. A35 @ 12" O.C. -
0 550 3/8" STRI.JC, I 8d 3" 12" 24" O.C. 1/4"¢ x B" "SDS" A35@ 811 O.C. SEE NOTES
SC.REV'{ @ B" O.C. 13, 14, 4 15
0 130 3/8" STRI.JC, I Bd 2" 12" 16" O.C. 1/4"¢ x B" "SDS" L TP4 @ B" O.C. SEE NOTES
SGREl-i @ 4" O.C. 13, 14, 4 15
0 B10 15/32" STRI.JC, I IOd 2" 12" 16" O.C. 1/4"¢ x 8" "SDS" L TP4 @ B" O.C. SEE NOTES
SC.REV'{ @ 4" O.C. 13, 14, 4 15
0 1211 15/32" STRIJC I IOd 2" 12" 8" O.C. 5/B"¢ x B" LAG L TP4 @ 6" O.C. SEE NOTES
(APPLY BOTH SIDES) SC.REV'{ @ 8" O.C. 13, 14, 15, 4 16
~ I. PROVIDE '4-PLY' SHEATHING@ 3/e,' THICKNESS 4 '5-PLY'@ 15/32' 5HEATHIN6. ~D 5TRIJC,11JRAL PANELS SHALL WMPLY HITH DOC P5I OR DOC P52.
2. ONLY WMMON NAILS ARE TO BE U5ED FOR ALL SHEATHIN6 ATTACHMENT. NAIL 6UN5 USING 'CLIPPED HEAD' OR "SINKER' NAILS ARE NOT ACCEPTABLE.
3. ALL 5HEAR/'W.l.5 TO PENETRATE T1-IROJGH CEILING JOIST AND ATTIC TO TIE INTO UPPER HORIZONTAL DIAPHRA6M UNLESS EN6INEERED DRAG MEMBER 15 PRESENT.
4. MINIHM ED6E DISTANCE FOR NAILS IN THE RECEIVING MEMBERS SHALL 6E 3/e' FOR 2' NOMINAL RECEIVIN6 MEMBERS AND 1/2' FOR 3' NOMINAL RECEIVING MEHBER5.
5. SHEAR PANELS SHALL BE APPLIED DIRECTLY TO 51\JD FRAMING AT 16' ON CENTER MAXIHM AND ALL PANEL ED6E5 SHALL BE BLXKED HITH MINIKJM 2x BLOCKING, U.N.O.
6. NO PANEL HIDll-1 LE55 THAN 12' SHALL 6E USED. 5HEARl'W.L5 HITH MORE ll-!AN ONE VERTICAL PANEL IN HEIGt!T SHALL HAVE HORIZONTAL STAGGERED SPLICED JOINTS.
1. 51UXO AND/OR EXTERIOR VENEER OVER A~ SHEATHING 5HEARHALL SHALL BE l'-IATERPROOFED Hill-! A MINIHM OF (2) LAYERS OF 15 LB. FELT PAPER.
e,_ U5E DOUGLA5 FIR NO. 2 PRE55URE TREATED SILL PLATES THAT WMPI..Y Hill-! THE ND5. ENGINEER TO BE NOTIFIED IF Oll-!ER SPECIES ARE USED OR PART OF EXISTING BUILDING.
<t 3' x 3' x 0.22'!' (MINll-tJM,I PLATE l'-IA5HER5 SHALL 6E U5ED AT ALL 5HEARl'-IALL ANCHOR 60LT5. l'-IASHER SHALL EXTEND TO HITHIN 1/2' OF ED6E OF 1l-!E BOTTOM PLATE ON THE
SHEATHED SIDE. (SIMPSON "6P5-:l'@ 2 x 4 51\JD FRAMIN6 4 '6P5-6'@ 2 x 6 AND LAR6ER 51\JD FRAMING ACCEPTABLE)
10. ANCHOR 60LT51'1!5T 6E EMBEDDED 1' MINIMJM INTO HEH WNCRETE. MINIHJM ED6E DISTANCE AND WNCRETE PROTECTION SHALL WMPLY Hill-! CBC AND ACI WDE PROVl5ION5.
11. SILL PLATES TO 6E ATTACHED USING A MINIMUM OF (2) ANCHOR 60LT5 PER PIECE HITH ANCHOR 60LT5 LOCATED 4-3/e,' MINIKJM 4 12' MAXll-tJM FROM EACH END.
12. HOLDOHN ANCHOR 15 IN ADDITION TO THE SILL ANCHOR BOL T5.
13. 3x SILL PLATES (BOTTOM PLATES TO REMAIN 2x), 3x BLOCKING 4 3x 5T\JD5@ ALL PANEL EDGES REGllJIRED.
14. 4x BLOCKING OR BEAM REGllJIRED 6ELOH 60TTOK PLATE SCREl'-1 ATTACHMENT. SCREl'-15 TO BE 5TAG6ERED.
15. PERIODIC SPECIAL INSPECTION REGllJIRED PER CBC CHAPTER 11. ONE 4 lY'O FAMILY Dml.lNG5 LE55 THAN lY"JO 5TORIE5 IN HEIGHT ABOVE GRADE ri/o IRREGIJLARITIE5 ARE EXEMPT.
16. SHEATHING APPLIED TO EACH FACE OF 3x 5T\JD5@ 16' O.C. 5TAG6ER HORIZONTAL 4 VERTICAL PANEL JOINTS EACH SIDE OF HALL.
11. ALL NAILS SHALL HAVE A MINIHJM PENETRATION INTO FRAMING MEMBERS OF 1-1/2 INCHES. 8d WMMON = 0.131'¢ x 2-1/2', IOd WMMON = 0.14e>'¢ x 3'.
0 ~ <: -· p_. .....,
O"'
0 s
~
C/)
tT:I ~
(JQ -· ~
(1)
(1) .., -· ~ (JQ
,__, n 0 ~ o" n ., C:
tu" C rt rn (i)
0-, z o" -l '< rn
V')
::0 rn
V') -0
0 ,~ ti)
rt (i) rn
Job FUENTES RESIDENCE 22167
Calculated by ____ Date ___ _
David Thomas Engineering
HOLD-DO~N SCHEDULE
MARK HOLD-DOV'{N DEVICE VALUE
0 4x POST 't'l/ 11MSTC4011 FLR-TO-FLR H.D. 3,080 LBS.
~ 4x POST 't'l/ 11MSTC5211 FLR-TO-FLR H.D. 4p20 LBS.
@] 4x POST 'I'll 11MSTC6b11 FLR-TO-FLR H.D. 5,860 LBS.
[E] 4x POST 't'l/ 11MSTC48B311 FLR-TO-FLR H.D. 3,GJ15 LBS.
~ 4x POST 't'l/ 11MSTC6bBS11 FLR-TO-FLR H.D. 4,505 LBS.
~ 4x POST 't'l/ 11HDU211 HOLD-DOV'{N 3,015 LBS. ON SSTI316 AB. (5/811¢ AB.)
0 4x POST 't'l/ 11HDU411 HOLD-DOV'{N 4,5b5 LBS. ON SSTI320 AB. (5/811¢ AB.)
[BJ 4x POST 't'l/ 11HDU511 HOLD-DOV'{N 5,645 LBS. ON SSTI324 AB. (5/811¢ AB.)
QJ bx POST 't'l/ 11HDU811 HOLD-DOV'{N 1,810 LBS. ON SSTI328 AB. (1/811¢ AB.)
[Kl bx POST 't'l/ 11HDUW HOLD-DOV'{N GJ,335 LBS. ON SB lx30 AB. (I 11¢ AB.)
IT] 6x POST 't'l/ 11HDUl411 HOLD-DOV'{N 14,445 LBS. ON SB lx30 AB. (111¢ AB.)
@] bx POST 't'l/ 11CMSTl211 FLR-TO-FLR H.D. GJ,215 LBS. (END LENGTH NAILING TO POST, L=31-311 MIN.)
[EJ -------------------------------------
NOTES,
I. HOLD DOViN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
2. DEEPEN FOOTINGS TO PROVIDE 3" MIN. CONCRETE COVER l"fif:RE HOLD-DOViN
ANCHORS ARE LONGER THAN THE FOOTING DEPTH.
3. lJ5E (RJ) OPTION ON STHD HOLD-DOViNS FOR RAISED ViOOD SUB-FLOOR CONDITION.
4. MSTC HOLD-DOl'iNS MAY USE 16d SINKERS OR IOd COMMON NAILS.
5. MSTC HOLD-DOl'iNS TO BE CENTERED BEmEEN UPPER 4 LOVil:R FLOORS. MAXIHJM
CLEAR SPAN = le'. NAILS NOT REQUIRED IN CLEAR SPAN (RIM BOARD) AREA.
12 of 13
Job FUENTES RESIDENCE 22167
Calculated by ___ Date __ _
David Thomas Engineering
SPRE A D FOOT ING SCHEDULE
SYMBOL SPREAD FOOTING DIMENS IONS 4 REINF.
(f'e, = 2,500 PS I HIN. 4 f~ = 60 KSI)
<8> 2411 SQ. X 18 II DEEP SPREAD FOOTING
11'J./ (2)-#4 BARS (EAGH ~AY)
-0> 3011 SQ . x 1~11 DEEP SPREAD FOOTING
1/'J./ (3)-#4 BARS (EAGH ~AY)
-0> 3611 SQ. x 1~11 DEEP SPREAD FOOTING
1/'J./ (4)-#4 BARS (EAGH ~AY)
<0> 42 11 SQ. x 1~11 DEEP SPREAD FOOTING
1/'J./ (5)-#4 BARS (EAGH ~AY)
<6> 4811 SQ. x 18 11 DEEP SPREAD FOOTING
11'J./ (b)-#4 BARS (EAGH ~AY)
13 of 13
EAST COUNTY SOIL CON. ULTATION
A~D ENGlNEERING, INC.
Ernesto Fuentes
1260 Buena Vista Wn)
Carlsbad, California 92008
10925 HARTLEY ROAD, SUITE "J"
SANTEE, CALUc'ORNIA 92071
TEL. 619-2S8-790l
Apnl 4, 2023
Project No. 22-l 106E4
Subjed: Observation of Footing Extavatioo.s for Proposed ADlJ
(Fuentes Residence)
Reference:
126-0 Buena Vista Wa,
Carlsbad. California 92008
"Geotechnical Investigation for Proposed ADU (Fuentes Residence). 1260
Buena Vista Way. Carlsbad. California 92008", Project No. 21-1106£4,
Prepared by East County Sod Consultation and Engineenng. Inc., Dated July
27, 2022.
Dear Mr. Correll:
lo accordance with your request, we have observed the footing excavations for the proposed
ADU at the subject site.
lhe footings have been excav-c1ted to the proper depth and ~1dlh into competent bearing soils and
are in compliance v.ith the approved building plans Footing excavauons, soil expansion
t.:hani4:ler~lic.s and soil beru-ing capacity arc io accordance with the referenced gcotcchnical
report.
Th.is opportunity lo be of service is appn.>c1ated. 1f you have any questmns. or we can be of
further service. please do not hesitate to call or contact tL'i.
Respectfully Submin.ed,
'Cw. ~~
~ o\
~"'
_}~ ~~-·~
Mamadou Saliou Diallo, P 1~.
RCE 54071, GE 2704
~r-f-~ ~2-0ZZ--~Ue~
~1:=SS: lU(2' Bu~ \Jis-\:7r ~l
Wfight Design
29l l State Street
EAST COUNTY son. CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD~ SUITE "I"
SANTEE, CALIFORNIA 92071
TEL. 619-258-7901
Carlsbad, California 92008
September 29, 2022
Project No. 22-1106E4
4ubject: Review of Foundation Plan and Details for Proposed ADU
(Fuentes Residence)
' Reference: I I
! I I
I
1260 Buena Vis-ta Way
Carlsbad, California 92008
"Geotechnical Investigation for Proposed ADU (Fuentes Residence), 1260
Buena Vista Way, Carlsbad, California 92008", Project No. 22-1106E4,
Prepared by East County Soil Consultation and Engineering, Inc., Dated July
27, 2022.
L~ies & Gentlemen:
In L cordance with your request, we have reviewed the foundation plan and details prepared by
Wright Design of Carlsbad. California and David Thomas Engineering A.P.C. of San Diego, I earomia for the proposed ADU at the subject site.
The foundation plan and details were folllld to be in accordance with the recommendations p➔ented in the referenced geotecbnical report.. Our furn should observe the foundation
exqavatioos for proper si:r.e and embedment into competent bearing soils.
i
This opportunity to be of service is appreciated. If you have any questions, or we can be of
Furµier service, please do not hesitate to call or contact us.
Respectfully Submitted,
l
I i
_I !l ~'r-~ • JL
Ma.µiadou Salioo Diallo, P.E.
RCt=: 54071, GE 2704
i !
Wright Design
2911 State Street
Carlsbad, California 92008
EAST COUNTY SOlL CONSULTATION
AND ENGJNEERING, INC. D
10925 HARTLEY RO AD, SUITE "J"
SANTEE, CALJFORNlA 92071 P,,UG 3 0 2022.
TEL. 6 19-258-7901
July 27, 2022
Project No. 22-l l 06£4
Subject: Geotechnical Investigation for Proposed ADU (Fuentes Residence)
1260 Buena Vista Way
Carlsbad, California 92008
Ladies & Gentlemen:
In accordance with your request, we have performed a geotechnical investigation at the subject site
to evaluate the geotechnical site conditions and provide recommendations for design and
construction of the proposed ADU.
SCOPE OF SERVICES
The following scope of work was performed for this investigation:
0 Site reconnaissance and review of published geologic and geotechnical reports
pertinent to the project area.
0 Subsurface exploration consisting of drilling two test borings within the general area~e
proposed construction. The test borings were logged by our project supervisor. •
0 Collection of representative soil samples at selected depths. The obtained samples were stored
in sealed containers and transported to the soil testing laboratory for subsequent analysis.
0 Laboratory testing of samples representative of the types of soils encountered during the
subsu1face exploration.
0 Geotechnical analysis of the field and laboratory data, which provided the basis for our
conclusions and recommendations
0 Production of this report, which summarizes the results of the above analysis and presents our
findings and recommendations for the proposed construction.
CBR2022-3162
1260 BUENA VISTA WAY
1262 BUENA VISTA: NEW ADU ( 746 SF) ADDITION TO
EXISTING DETACHED GARAGE
1561202500
8/30/2022
CBR2022-3162
·GcotcchnicaJ Investigation for Proposed ADU
1260 Buena Vista Wa)'
C.1rlsbad, C.1lifornia 92008
SITE DESCRIPTION AND PROPOSED CONSTRUCTlON
Page 2
Jul)· 27, 2022
P.-ojcct No. 22-1106E4
The site location is shown on the attached Vicinity Map, Figure 1. The site is a rectangular-shaped,
residential lot located on the north side of Buena Vista Way in Carlsbad, California. The lot is
bordered by B uena Vista Way 10 the south, a city park to the north and other residences to the east
and west. The site is presently occupied by a one-story single-family residence and a detached
garage. The lot slopes gently down to the southwest. Vegetation consists of grass, shrubs and
trees.
The site plan prepared by Wright Design of Carlsbad, California indicates that the proposed
construction will consist of a one-stoIy, wood framed ADU located near the northeast corner of the
lot. The floor will be slab-on-grade.
SUBSURFACE EXPLORATION AND LABORATORY TESTING
Two test borings were drilled on July 8, 2022 to a maximum dep1h of 5 feet with a hand auger.
The approximate locations of the test borings are shown on Figure 2. Logs or the test borings are
shown on Figure 3.
Following 1he subsurface exploration, laboratory testing was performed to evaluate the pe1iinent
engineering properties of the foundation soils. The laboratory tests included in-place moisture
content and dry density tests, sieve analysis and an expansion index 1est . The tests were performed
in accordance with ASTM standards. The test results are shown on the Logs of Test Borings,
Figure 3 and on the Results of Laboratory Tests, Figure 4.
SUBSURFACE SOIL CONDITIONS
The subsurface soil descriptions were interpreted from conditions encountered during the subswface
exploration and/or inferred from the geologic literature. Detailed descriptions of the subsu,face soils
are presented on the Logs of Test Bo,ings, Figure 3, and are summarized, as follows:
Topsoil: Topsoil was encountered in borings to a depth of 6 to 12 inches and consisted of dark brown,
moist, loose and porous, silty sand with some small roots.
T errace Deposits: Terrace deposits were encountered beneath the topsoil to the maximum depth
explored of 5 feet. The terrace deposits consisted of reddish bro1n, moist, medium dense to dense,
silty sand.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
'
·Gcolcchnical Jnvestigation for· Proi>osed ADU
1260 Buena Vista Way
Carlsbad, California 92008
SOIL PROPERTIES
a. Compressible Soils
Page 3
Jul~· 27, 2022
Projccl No. 22-1106E4
Our field obse1vations and testing indicate that loose topsoil exists to a depth of abou t 6 to 12 inches
below existing grades.
b. Expansive Soils
An expansion index test (ASTM D 4829) was performed on a representative sample of the terrace
deposits. The results of the test are shown on Figure 4. An expansion index of 6 was obtained
which indicates the terrace deposits are very low expansive.
c. Groundwater
Static groundwater was not encountered to the depths of the lest borings. The proposed building
areas are located at an elevation over 50 feet above Mean Sea Level. We do not expect
groundwater to affect the proposed construction. Recommendations to prevent or mitigate the
effects of poor surface drainage are presented in the Drainage section of this report.
SEJSMJC DESIGN VALUES
Seismic design values are presented on the attached Figure 5.
GEOLOGY
From geologic maps published by the State of Ca lifornia, the site 1s underlain by sedimentary
terrace deposits.
There are no known geologic hazards such as landslides, liquefaction-prone areas, or earthquake
faults at the site. However, the proposed single-family residence is subject to ground shaking and
possible damage from ea11hquakes on nearby or more distant, active faul ts.
CONCLUSIONS
Construction of the proposed one-story ADU is feasible from a geotechnical standpo·int provided the
recommendations presented in this report are properly implemented du1ing construction.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
•Geotech11ical lnYestig::ttion for Proposell ADU
1260 Buena Vis tn WaJ'
Carlsball, California 92008
RECOMMENDATIONS
SITE GRADING
a. Site Clearing
Page 4
July 27, 2022
Project No. 22-l 106E4
Areas of new construction should be cleared of vegetation, surface obstructions and other
deleterious materials. These mater ials should be properly disposed of off-site.
b. Removal of Loose Sur face Soils
Wit hin the new garage floor slab area, the upper 12 inches of loose topsoil should be removed, the
bottom of the excavation should be scarified, moisture-conditioned to within 2 percent over optimum
and compacted to at least 90 percent relative compaction. Actual removal depths should be
confirmed during grading by our field representative.
c. Temporary Slopes and Excavations
Temporary vertical slopes and excavations should not exceed 5 feet in height. Temporary slopes and
excavations greater than 5 feet in height should be shored or laid back at a maximum inclination of I : l
(horizontal to vertical).
d. Compaction and Method of Filling
Prior to fill placement, the exposed subgrade soils should be scarified to a depth of 6 to 8 inches,
moisture conditioned to slightly above optimum moisture content and compacted to at least 90
percent relative compaction.
The on-site soils may be reused as compacted fill, provided they are free of organic materials and
debris, and rocks or cobbles over 6 inches in dimension. A11y imported fill soils should be
predominantly granular and approved by our field representative.
All fill and trench backfill should be compacted to a minimum relative compaction of 90 percent as
determined by ASTM D 1557. Fill should be placed at a moisture content within 2 percent above
the optimum moisture content, in lifts 6 to 8 inches thick, with each lift compacted by mechanical
means.
All grading, fill placement, and compaction should be performed in accordance with the grading
requirements of the City of Carlsbad . Fill placement and compact ion should be observed and
rested as 11ecessa1y by our field representative.
EROSION CONTROL
Due to the predominantly sandy nature of the on-site soils, areas of recent grading or exposed soils
may be subject to erosion. During construction, surface water should be controlled via bem1s, graveV
EAST COUNTY SO1L CONSULTATION AND ENGINEERING, INC.
. Gcotcchnical Investigation for Proposed ADU
1260 Buena V ista Wa~·
Carlshatl, Californi;1 92008
Page 5
Jul~· 27, 2022
Project No. 22-J J06E4
sandbags, si It fences, st raw wattles, siltation or bioretention basins, positive surface grades or other
method to avoid damage to the finish work or adjoining prope11ies. All site entrances and exits must
have coarse gravel or steel shaker plates to minimize offsite sediment tracking. Best Management
Practices (BMPs) must be used to protect storm drains and minimize pollution. The contractor
should take measures to prevent erosion of graded areas until such time as permanent drainage and
erosion control measures have been installed. After completion of grading, all excavated sUJfaces
should exhibit positive drainage and eliminate areas where water might pond.
FOUNDATIONS
a. The proposed one-story ADU may be supported on new, continuous and/or ind ividual spread
footings extending t hrough the topsoil and at least 6 inches into th e underlying medium dense
to dense terrace deposits. Total footing depths should be at 18 inches below adjacent, existing
grades. Continuous footings should be reinforced with 4#4 bars; 2 tops and 2 bottoms. New,
individual footings should be at least 18 inches square and reinforced with a grid of #4 bars
spaced 12 inches on cen ters ( each way) and placed on concrete blocks at the bottom of the
footing. Footing depths should be confirmed by our field representative.
• An allowable soil bearing value of 2,000 pounds per square foot may be used for the design of
continuous and spread footings at least 12 inches wide and founded a minimum of 12 inches
into properly compacted fill soils or dense t errace deposits as set forth in the 2019 California
Building Code. This value may be increased by 400 psf for each additional foot of depth or
width to a maximum value of 4,000 µsf
b. Lateral loads may be resisted by an equivalent fluid passive soil pressure of 300 pounds per
cubic foot. A coefii cient of friction of 0. 3 5 may also be used. If passive and friction va lues are
used together, the passive value should be reduced by one-third .
c. A ll footing excavations should be observed and approved by our field representative.
d. For design purposes, t otal and differential settlements of½ inch and 1/4 inch respectively may be
utilized.
FLOOR SLABS
Floor slabs should be at least 5 inches thick and reinforced with #4 bars placed at I 8 inches on
centers in two directions in the middle of the slabs. The reinforcing steel should be supported on
steel chairs or concrete blocks. Floor slabs should be underlain by 2 inches of clean sand over a
10-mil visqueen moisture barrier over 2 inches of clean sand . To minimize the potential for
shrinkage cracks, concrete should have a minimum compressive strength of 3,000 psi and
maximum water-cement ratio of 0.5. No special inspection of concrete is required. Some shrinkage
cracks are sti II possible.
EAST COUNTY SOIL CONSULTATION ANO ENGINEERING, INC.
·Gcotcchnical Investigation for Proposed ADU
1260 Bucn.i Vista Way
Carlsbad, C1liforni;1 92008
DRAINAGE
Page 6
July 27, 2022
Project No. 22-1106E4
Surface water should not be allowed to pond next to buildings. Finished grades should slope at
least 2 percent away from buildings and along drainage swales. Roof gutters and downspouts
connecting to solid, outlet pipes are recommended . Outlet pipes should be discharged to an
approved outlet.
LIMITATIONS OF INVESTIGATION
Our investigation was perfonned using the skill and degree of care ordinarily exercised under similar
circumstances by reputable soil engineers and geologists practicing in this or similar localities. No
other warranty, expressed or implied, is made as to the conclusions and professional advice included in
this report. This report provides no warranty, either expressed or implied, concerning future building
performance. Future damage from geoteclmical or other causes is a possibility.
This report is prepared for the sole use of our client and may not be assigned to others without the
written consent of the client and ECSC&E, lnc.
The samples collected and used for testing, and the observations made, are believed representative of
site conditions; however, soil and geologic conditions can vary significantly between test borings. test
pits and suiface exposures. As in most major projects, conditions revealed by construction
excavations may va,y with preliminary findings. lf this occurs, the changed conditions mus1 be
evaluated by a representative of ECSC&E and designs adjusted as required or alternate desi!:,>nS
recommended.
Thi s report is issued with the understanding that it is the responsibility of the owner, or of his/her
representative to ensure that the infom1ation and recommendations contained herein are brought to the
attention of the project architect and engineer. Appropriate recommendations should be incorporated
into the st111ctural plans. The necessary steps should be taken to see that the contractor and
subcontractors carry out such recommendations in the field.
The findings of this repoIt are valid as of this present date. However, changes in the conditions of a
property can occur with the passage of time, whether they are due to narnral processes or the works of
man on this or adjacent properties. In addition, changes in applicable or appropriate standards may
occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may
be invalidated wholly or partially by changes outside of our control. Therefore, this report is subject to
review and should be updated after a pe1iod of two years.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Geotcchnical lnvt!Stigation for Proposed ADU
1260 Buena Vista Wuy
Carlsbad, California 92008
ADDJT[ONAL SERVICES
Page 7
July 27, 2022
Project No. 22-1106E4
A review of plans and specifications, field observations and testing under our direction are integral
parts of tbe recommendations made in this report. 1f East County Soil Consultation and Engineering,
lnc. is not retruned for these services, 1J1e client agrees to assume our responsibility for any potential
claims that may a:iise during construction. Observation and testing are additionaJ services provided by
our firm, and should be budgeted within the cost of development.
This opportw1ity to be of service is appreciated. lf you have any questions, or we can be of further
service, please do not hesitate to call or contact us.
Mamadou Saliou Diallo, P.E.
RCE 54071, GE 2704
Anachments: Figures 1 through 5 and References
EAST COUNTY SOJL CONSULTATION AND ENGINEERING, INC.
• Geotcchnical Im·cstigation for Proposed ADU
1260 Buena Vista Wit)·
Carlslrnd, California 92008
FIGURE l
VICINITV MAP
y
1 ~0~ i?,u~:nj ✓,~.:r1 ~'/fJ-'
C•tls:,,,ri ['.::. c,::·(;('~l •
Page 8
Jul~· 27, 2022
Project No. 22-1106E4
EAST COUNTY SOJL CONSULTATION AND ENGINEERING, INC.
• Gcotcchnical lnvestigation for Proposed ADU
1260 Buena Vista Wity
C.1rlsbad, Californi;i 92008
FIGURE 2
LOCATIONS OF TEST BORlNGS
LEGEND
H-J. 0 APPROXIMATE LOCATION OF TEST BORING
Page 9
July 27, 2022
Project No. 22-l 106E.t
EAST COUNTY SOIL CONSllLTATJON AND ENGINEERING. INC.
. Gcotcchnical ln\'estigation for Proposed ADU
1260 Bucnll Vistn Way
Carlsbad, California 92008
DEPTH
Surface
0.5'
3.0'
FIGURE 3
LOGS OF TEST BORINGS
SOIL DESCRIPTION
TOPSOIL
BORING 8-1
dark brown, moist, loose, silty sand \\·ith small roots
TERRACE DEPOSITS
reddish brown, moist, medium dense to dense, silty sand
bottom of boring, no caving, no ground\\'atcr
Boring backfilled 7/8/2022
Page 10
Jul~· 27, 2022
Project No. 22-1106E4
y M
-------------... --------------------------------------------------------------------------------------------------------------------
DEPTH
Surface
1.5'
5.0'
SOIL DESCRlPTION
TOPSOJL
BORING 8-2
dark brown. moist, loose, silty sand with small roots
TERRACE DEPOSITS
reddish brm\'n. moist, medium dense to dense, silty sand
II II It I' 11
bottom of boring, no caving, no groundwater
Boring backfilled 7/8/2022
y M
I 16.6 11 .0
----------------------------------------------------------------------------------------------------------------------------------
Y = DRY DENSITY JN PCF M = MOISTURE CONTENT lN %
EAST COUNTY SOJL CONSULTATJON AND ENGINEERING, INC.
• Geo1echnic.il ln\'estig:,tion for Pro1>oscd ADU
1260 Buena Vista Wa~
Carlsbad, Californi~ 92008
FJGlJRE 4
Paget I
.Jul~ 27, 2022
Proj~cl No. 22-1 106E-!
RESULTS OF LA BORA TORY TESTS
-TEST INITIAL
LOCATION MOISTURE
CONTENT
(%)
B-1 lfj; 1.5' 9.3
U.S. Standard
Sieve Size
r
I''
1/2"
3/8'"
#-t
#8
#1(,
#30
#5()
#100
#200
uses
EXPANSION INDEX
(ASTM D 4829)
SATURATED INITIAL DRY
MOISTURE DENSITY
CONTENT (PCF)
(%)
19.1 110.4
PARTICLE SIZE ANALYSIS
(ASTM D422)
EXPANSION EXPANSION
INDEX POTENTIAL
6 VERY LOW
Percent Passing
B-J@ 1.5'
Terrace Deposits
-
"
-
-
"
100
99
90
63
35
26
SM
EAST COUNTY SOI L CONSULTATION AND ENGINt::ERING. INC.
• Geotcchnical ln\'CSligation for Proposed ADU
1260 Buena Vista Wa}
Carlsl>acl, California 92008
FIGUR.E 5
SEISl\1IC DESIGN VALUES
The following CBC seismic design values may be used:
1260 Buena Vista Way, Carlsbad, CA 92008, USA
;, ;,
Date
Design Code Reference Document
Risk Category
Site Class
Value
I I.
Description
Page 12
.lul)' 27, 2022
Project No. 22-l106E4
7:20,'2(\,:2.. 8 30:18 AM
1-SCF-iE-
II
Type
Ss 1.05 MCE; 910.ind motion, (!0102 St:>tond pe11od)
<;,
··L.-
Type
SD(
1.J3-1
0.756
rl.Jil -See Se(t 1011 11 4 8
l.U8
n,ill -See Section 11.4 8
Description
Site an1plif1~ation facto, at O 2 sc:~ond
Site amplificaticn factor ,:,l 1.0 second
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
• Geotechnical lnvcstig:ition for Proposed ADU
1260 Buena Vista W:i~·
Carlshad, Ca lifornia 92008
REFERENCES
Page J3
July 27, 2022
Project No. 22-l 106E-4
I. "2019 California Buildi ng Code, California Code of Regulations, Title 24 , Part 2, Vo lume 2
of 2", Published by l nternational Code Council.
2. "Geologic Map of the San Diego 30' x 60' Quadrangle, California", by Michael P.
Kennedy and Si ang S. Tan, 2008.
3. "Geotechnical and Foundation Engineering: Design and Construction'', by Robe11 W . Day,
1999.
4. "Maps of Known Active Fault Near-Source Zones in California and Adj acent Po11ions of
Nevada to be used with 1997 Uniform Building Code", Published by International
Conference of Building Officials.
5. "Geologic Maps of the No rthwestern Pan of San Diego County, Cal ifornia'', Depa11ment of
Conservation. Division of Mi nes and Geology, by Siang S. Tan and Michael P. Kenn edy,
'1 996.
6. "Bearing Capacity of Soils, Technical Engineering and Design Guides as Adapted from the
US Army Corps of Engineers, No. 7", Publi shed by AS CE Press, 1994.
7. ·'Foundations and Earth Structures, Design Manual 7.2", by Departmen t of Navy Naval
Facilities Engineering Command, May 1982, Revalidated by Change I September 1986.
8. "Ground Mot ions and Soil Liquefaction during Earthq uakes", by H.B. Seed and l.M. Idriss,
1982.
EAST COUNTY SOIL CONSULTATION AND ENGINEtRING, JNC.
( City of
Carlsbad
· CERTIFICATION OF SCHOOL FEES PAID -
This form must be completed by the City, the applicant, and the appropriate school districts and returned to the City
prior to issuing a building permit. The City will not issue any building permit without a completed school fee form.
Project# & Name:
Permit#: CBR2022-3162 -------------------
Project Addres~: 1262 BUENA VISTA WAY -------------------
Assessor's Parcel #: 1561202500 -------------------
Project Applicant: CO-OWNERS FUENTES ERNESTO AND GLORIA M
(Owner Name)
Residential Square Feet:
New/Additions: -------------------
Second Dwellin~ Unit: 746 -------------------
Commercial Square Feet:
New/Additions: -------------------
City Certification: City of Carlsbad Building Division Date: o::./31/2023
Certification of Applicant/Owners. The person executing this declaration ("Owner")
certifies under penalty of perjury that (1) the information provided above is correct and true
to the best of the Owner's knowledge, and that the Owner will file an amended
certification of payment and pay the additional fee if Owner requests an increase in the
number of dwelling units or square footage after the building permit is issued or if the
initial determination of units or square footage is found to be incorrect, and that (2) the
Owner is the owner/developer of the above described project(s), or that the person
[Z] Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009
Phone: (760) 331-5000
D Encinitas Union School District
101 South Rancho Santa Fe Rd
Encinitas, CA 92024
Phone: (760) 944-4300 x1 166
D San Dieguito Union H.S. District
684 Requeza Or.
Encinitas, CA 92024
Phone: (760) 753-6491 Ext 5514
(By Appt. Only)
D San Marcos Unified Sch. District
255 Pico Ave Ste. 100
San Marcos, CA 92069
Phone: (760) 290-2649
Contact: Katherine Marcelja
(By Appt.only)
D Vista Unified School District
1234 Arcadia Drive
Vista CA 92083
Phone: (760) 726-2170 x2222
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s)) FEB .; 1 LU23
THIS FORM INDICATES THAT THE SCHOOL DISTRICT REQUIREMENTS
FOR THE PROJECT HAVE BEEN OR WILL BE SATISFIED.
The undersigned, being duly authorized by the applicable School District, certifies that the developer, builder, or
owner has satisfied the obligation for school facilities. This is to certify that the applicant listed on page 1 has
paid all amounts or completed other applicable school mitigation determined by the School District. The City may
issue building permits for this project.
Si~nature of Authorized School District Official: 1)1 .~~ ~Jl
Title: CARLSBAD UNIFIED SCHOOL DlSTRICT
6225 EL CAMINO REAL
Name of School District: CARLSBAD1 CA 92009
COMMUNITY DEVELOPMENT -Building Division
~~ ~,N1,)
Date: \ 3l ;;2.
Phon<Jaj-33\ ..g;-7ffJ
1635 Faraday Ave I Carlsbad, CA 92008-7314 I 442-339-2719 I 760-602-8560 f I buildinq@carlsbadca .qov I 1~ww.carlsbadca.Qov
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL 'AND PERIMETER
PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBILIZATION OF POLLUTANTS 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 CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
t=/'/l~J/4 h.JeA~
OWNER(~OWNER'S AGENT NAME (PRINT'
~ "'2-/-23
OWNER(S)/OWNER'S AGENT NAME (SIGNATURE) DATE
E-29
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP CQRtO?Z 31-w-z_
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Storm Water Waste Management and Materials
BMPs Control BMPs Management BMPs Pollution Control BMPs
C: ..... C: C: 0 ..... 0 0 :;:; C: C: -0 :;:; :;:; c:,, 0 Q) -0 Q) -0 (I) C: u u C: C: c:,, E C: E C: ..... 0 ::s ::s 0 ·c 0
0 E ..... L. '-:;:; 'c .Q-Q) 0 (I)
::i: -0 (I) c:,, L. (I) ..... ..... C: L. ::s >. c:,, .....
en C: (I) '-C: Q) c (I) (I) (I) 0 ·c '-0-'-0 C: (I)
Co a. (I) ·c -C: (I) C: > '-w (I) 0 0
Best Management Practice* ~ C: 0 CD ·a. '-0 Q) 0 L. (!) (I) > C: :;:; 3: ..... :c (I) 3: (/) .= (I) 0 C: (.) Q) ..... Q) 0 .....
C: E (..) '-(I) -0 Q) (I) ::i: C: (I) C: C:
(BMP) Description ➔ (I) u (I)(/) en <I> en CD ·c c: en -0 (I) ~ (I) ·5 (I) en C: C: 0 ::) ~ ..... Q) (I) Q)
"'5 ..>£ ..... 0 0 3: C: '-0 -g~ -0 >. o en C: C: 0 ig E :;:; ·-(I) I.. u C: 0 0 CD (/) ·-en 0--(..) Q) Co en Q) (I) ::s E
X ::i: 0 c:,, Cl C: (I) a:: E 0 ..... N en :!:l 0 u C')+' (I) (I) C: o v o ·a. L.-3: Q) 0 (I)
(I) 0 (I) E ..>£ Q) ..... ::s ..c E :rl = en = 3: '-·-:0 u ·c ·-en ·c c.. 0 en -c en --0 ..c: C: Ql LL u '-(I) ::s -0 ::0 ~ ·--c ~o C: 0 '-0 ..>£ '--0 0 l:;o
+'•-a. 'c > '-..... ..c 0 ·5 ~ 0 ·-0 (I) '-Q) u .....
0 0 L. 0 0 ..... (I) Q) 0 (I) u C: 0 0 0 c:,, .s 0 0 0 ..... ..c: Q) ..... 0 ..... 0 ,= C: ·-C: N C:
(I) 0 0 '-(I) ..c: ..c '-~o 0 ..... '-cc 0 o..., 0 ..... C. 0 oo co
(!) 3: Vi in Li: U) C: ;:ct (I)_
WO (/) (..) (!) Cfl> (/) (/) a.. (/) a:: C..0 c.. >CJ ::i: (/) ::i: (/) (/) (..) (/) ::i: :r: ::i:
CASQA Designation ➔ r--00 0) ~ ,.,., 'q'" lO co r--00 0 N ,.,., r--00 ~ N ,.,., 'q'" lO co
'T ~ ~ i i I I I I I I I I I I I I I I I I I I I I I
(..) (..) (.) () w w w w w w w w ~ ~ (/) (/) (/) (/) ::i: ::i: ::i: ::i: ::i: i Construction Activity w w w w (/) (/) (/) (/) (/) (/) (/) (/) z z z z . 3:: 3: 3: 3: 3:
'tv Gradinq/Soil Disturbance ✓ v
Trench ina /Excavation
Stockpilinq
Drillina /Borina
Concrete/ Asohalt Sawcuttinq
'V Concrete Flatwork 7 ./
Pavinq
Conduit/Pipe Installation
IV Stucco/Mortar Work ,/ ✓
Waste Disposal
Staqinq/Lav Down Area
Eauioment Maintenance and Fuelinq
Hazardous Substance Use/Storaqe
Dewaterinq
Site Access Across Dirt
Other (list):
Instructions: 1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwater Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
3. Refer to the CASQA construction handbook for information and details of th e chosen BMPs and how to apply them to the project.
PROJECT INFORMATION
Site Address: l '2.. (p 'L~--f3rLMp.., -V l->11>: Wc.c. '/-· · ·
Assessor's Parcel Number: /561 '.2-0Z...500
Emergency Contact:
Name· EM Jl.-;.b:> tv<-M-.L.S
24 Hour Phone: -=f/:;(2 S/'9-S-S--0 I
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM ~W
(I) ..... (I) 0-+-' 3:: C: Q) v E
-Q) ~ en u o C: C: oo U::i:
00 I ::i: 3:
Page 1 of 1 REV 11/17
C_cityof
Carlsbad
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
Development Services
Building Division
1635 Faraday Avenue
442-339-2719 B-50 RECEIVED www.carlsbadca.gov
DEC O 9 2022
PURPOSE CITY OF CARLSBAD
This checklist is intended to help building permit applicants identify whicBt:ilrlofile"it@iiti}IJ~t=® Kot-f) ordinance requirements
apply to their project. This completed checklist (B-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.
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.
Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The
project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and
Green Code sections.
Project Name/Building
Permit No.:
Property Address/APN:
Applicant Name/Co.:
Applicant Address:
Contact Phone:
Z... ~ ~I S T -4 T L s T .
7 V, c, · t. I'?· 14-t,o
BP No.:
Contact Email: l,..la. ICJl.,j r MOU 2, Z.. e ~~~ ... ~•Co t-,-1
Contact information of person completing this checklist (if different than above): RECE\VE.0
nfC. 0 9 7..022 Name:
Company
name/address:
Applkant Slgnatum, ;t;,z:w 7
8-50
Contact Phone:
Contact Email:
Date: ll_ • .c;-• 2 0 "t-L-
Page 1 of7 Revised 05122
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 _______ _
. ~i '!'' I<>
• L "" e.
.. :1.'11~
D 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 Alterations:
D BPV ~ $200,000 or additions~ 1,000
square feet
D BPV ~ $1,000,000
D ~ 2,000 sq. ft. new roof addition
~.'}K.
4A*,
Higti-rise
1B, 2B,
3B,4A
N/A N/A
1A, 4A 4A ·
1A, 4A* 18, 4A*
1 B, 2B, 3B, 4B and 5
18, 5
18, 28, 5
28,5
.~J:iigli-riS$l ·rfi'sidential ou·~gingi 1're stor,
mixe~!use bailding in whi9h at ID% of it
ar~~.!? r~@11ntic1I lfs' ~ .. 1..,,
*Includes detached, newly constructed ADU
All residential additions and alterations
oga ••
. fleor
1-2 family dwellings and townhouses with attached garages
only.
*Multi-family dwellings only where interior finishes are removed
and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
Building alterations of~ 75% existing gross floor area
18 also applies if BPV ~ $200,000
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 ~$60,000 building pennitvaluation. □ N/A. __________ _
Details of selection chosen below must be placed on the plans referencingCMC □ Exception: Home energy score 2: 7
(attach certification) 18.30.190.
Year Built Single-family Requirements Multi-family Requirements
, D Before 1978 Select one option:
D Ductsealing □Attic insulation D Cool roof D Attic insulation
□ 1978 and later Select one option:
D Lighting package D Water heating Package
D Between1978and1991 Select one option:
□ Ductsealing □ Attic insulation □Cool roof
□ 1992 and later Select one option:
□ Lighting package □ Water heating package
Updated 4/16/2021 3
8. D Nonresidential* new construction or alterations~ $200,000 building pennit valuation,
or additions~ 1,000squarefeelSeeCMC 18.21.155andCALGreen Appendix AS □ N/A
AS.203.1.1 Chooseone:0.1 Outdoorlighting □ .2 Restaurantservicewaterheating (CEC 140.5)
D .3 Warehouse dock seal doors. □ .4 Daylight design PAFs D .5 Exhaust air heat recovery □ N/A
AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical)
□ .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ NIA
AS.211 .1** D On-site renewable energy:
□ NIA
AS.211 .3... D Green power: (If offered by local utility provider, 50% minimum renewable sources)
□ N/A
AS.212.1 D Elevators and escalators: (Projectwith more than one elevator ortwoescalators)
D N/A
AS.213.1 D Steel framing: (Provide details on plans for options 1-4 chosen)
□ N/A
• Includes hotels/motels and high-rise residential buildings
----------
•• Foralterations~ $1 ,000,000 BPVand affecting> 75% existing gross floor area, ORalterationsthatadd 2, OOOsquarefeetof new roofaddition: comply
with CMC 18.30.130 (section 2B below) instead.
A. Jlf Residential new construction (for low-rise residential building pennit 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 3B 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. Calculated kWdc*
sheets if necessary)
Total System Size:
kWdc = (CFAx.572) / 1,000 + (1.15 x#d.u.)
*Formula calculation v.,nere CFA = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
kWdc
Exception
□
□
□
□
8. D Nonresidential new construction or alterations ~$1,000,000 8PV 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:
0 If< 10,000s.f. Enter: 5 kWdc
Min. System Size:
D If;?; 10,000s.f. calculate: 15 kWdcx (GFN10,000) **
kWdc
**Round building size factor to nearest tenth, and round system size to nearest whole number.
Updated 4/16/2021 4
D Time-Dependent Valuation Method
AnnualTDVEnergy use:*** ________ x .80= Min. system size: ______ kWdc
***Attach calculation documentation using modeling software approved by the California Energy Commission.
Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section.
Provide_ complete details on the plans.·
D For systems serving individual dwelling units choose one system:
D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
D 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)
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 Ji Exception:
D For systems serving multiple dwelling units, install a central water-heating system with ALL of thefollowing:
D Gas or propane water heating system
D 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:
D .20 solar savings fraction
D .1 5 solar savings fraction, plus drain water heat recovery
D Exception:
B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide
complete details on the plans.
D Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D Photovoltaics D Recovered energy
D Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
□Solar.water heating system with .40 solar savings fraction
D 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
perfonmance approach to comply with energy-related measures will need to attach to this checklist separate calculations
and documentation as specified by the ordinances.
Updated 4/16/21 5
A J2( Residential New construction and major alterations*
Please refer to CMC 18.21.140 when completing this section.
□ One and two-family residential dwelling or townhouse with attached garage:
j2T One EVSE Ready parking space required D Exception :
D Multi-family residential· D Exception ·
Total Parking Spaces EVSE Spaces
Proposed EVSE (10% of total) I Installed (50% of EVSE) I Other "Ready" I Other ·capable"
I I I
Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded upto nearestwhole 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 )foroneand two-family dwellings and townhouses with attached garages, alterations have a building pem,it
valuation2:$60,000 or include an electrical seNice 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 ttie accessory dwelling unit.
(5) When there is a car share vehicle located within one block of the accessory dwelling unit..
B. D 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:
Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
□ 10-25 2 1
□ 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= .1 Ox 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"
Updated 4/16/2021 6
An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employe~enerated ADT.
City staff will use the table below based on yoursubmitted plans to determinewhetherornoryourpermit requires a TOM plan. lfTDM 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
EmpADTfor
first 1,000 s.f.
EmpADTI
1000s.f.1
Office (all)2 20
~e~~~~r~nf .1~
Retai'3 8
··1ndusfrial 4 ·
Manufacturing 4
:w~~~:i~~i.isirig• .4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 10thEdition
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
sam'.01e-caicu1ati2iis;
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 sub • ed may be subject to the City of Carlsbad's Transportation bemand Management Ordinance. I agree to be contacted should
and und rs nd that an approved TOM plan i$ a condition of permit issuance.
Date: fz._ • S-• ~ L-
Person other than Applicant to be contacted for TOM compliance (if applicable):
Name(Printed):. __________________ _ Phone Number:. _____ _
Email Address: ____________________ _
Updated 4/16/2021 7