HomeMy WebLinkAbout2636 PIRINEOS WAY; ; CBR2022-3574; PermitBuilding Permit Finaled
Residential Permit
Print Date: 07/25/2023
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
2636 PIRINEOS WAY, CARLSBAD, CA 92009-7331
BLDG-Residential
2162001401
$9,031.29
Work Class:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check #:
Addition
Permit No:
Status:
( City of
Carlsbad
CBR2022-3574
Closed -Finaled
Applied: 09/28/2022
Issued: 03/27/2023
Finaled Close Out: 07/25/2023
Final Inspection: 07/05/2023
INSPECTOR: Alvarado, Tony
Description: 2636 PIRINEOS: CODE CASE AS-BUILT// ADDITION (43 SF) TO ENLARGE DINING ROOM
Applicant: Property Owner:
JESSE LEON
10245 CASA CT
CO-OWNERS KYLES AND SARAH A CARON
2636 PIRINEOS WAY
SANTEE, CA 92071-4900
(619) 733-8134
FEE
BUILDING PERMIT FEE (manual)
BUILDING PLAN CHECK
CARLSBAD, CA 92009-7331
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN)
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
SB1473 -GREEN BUILDING STATE STANDARDS FEE
SFD & DUPLEXES
STRONG MOTION -RESIDENTIAL (SMIP)
Total Fees: $3,590.32 Total Payments To Date: $3,590.32 Balance Due:
AMOUNT
$1,251.00
$813.15
$98.00
$175.00
$1.00
$1,251.00
$1.17
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
Job Address 2636 Pirineos Wav
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
c . .-e.R. 7__0 -i..."" 3 5 7 'f
Plan Check
Est. Value -!l 9,Q 3L 2...Cf
PC Deposit ~ "i)l3-lS--
Date ~ -2..g -2-0-z..2...
Unit: APN: 216-200-14-01 ------'
CT/Project #: _________________ Lot #: ____ Year Built: _1a..;9:..:::;8..a3'--------
eRIEF DEscRIPTI0N oF woRK: Addition to enlarae dinina room
0 New SF : Living SF, 43 Deck SF, ___ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YO N, if yes how many? ___ _
D Remodel: _____ SF of affected area Is the area a conversion or change of use? O YO N
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? ___________ _
0 Solar: ___ KW, ___ Modules, Mounted:0Roof QGround, Tilt: 0 YON, RMA: 0 YO N,
Battery:OYO N, Panel Upgrade: CY ON Electric Meter number: ------------
'''""'" A .\a. ~..,.,.,c, APPLICANT (PRIMARY CONTACT) PROPERTY OWNER
Name: Jesse Leon Name: ..... K.a-:ve--'l~e,,..C-=--':a:::'-r:"-o-;--'n'---_...,...,..-,---______ _
Address: 10245 Casa Court Address: 2636 Pirineos Wav
City: Santee State: CA Zip: 92071 City: Carlsbad State: CA Zip: 92009
Phone: 619-733-8134 Phone:~7~6-0~-2=2=0~-~4~8~8~1 _______ _
Email: iessealeon(@Hotmail.com Email: _______________ _
DESIGN PROFESSIONAL CONTRACTOR OF RECORD ~ D
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): ______ _
APPL/CANT CERT/FICA T/ON: I certify that I have read the application and state that the above information is correct and that the information of the plans is accurate. I
agree to comply with all City ordinances and State Jaws relating to building construction.
NAME (PRINT): Jesse Leon SIGN,_: l ... 4fi~ __ ..,.... _____ DATE: 09/23/2022
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@car!sbadca.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 penalty of per jury that I am licensed under provisions of Chapter 9 /commencing with Section 7000) of Division 3
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):
DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the labor Code, for the performance of the
work which this permit is issued. PolicyNo. _____________________________________________ ~
-OR-
DI have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this perm·1t ·1s issued.
My workers' compensation insurance carrier and policy number are: lnsuranceCompany Name: ________________________ _
Policy No. ______________________________ Expiration Date: ________________ _
-OR-
D Certifrcate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code,
interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: ________________________ Lender's Address:~--------~--~--~--~--~---
CONTRACTOR CERTIFICATION: The applicant certifie5 that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilit1es/uti/1ty 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 1n accordance with all regulations in existence at the time of their construction, unless otherwise noted
NAME (PRINT): _________ SIGNATURE: __________ DATE: ______ _
Note: If the person signing above is an authorized agent for the contract id tter of authorization on contractor letterhead.
-OR-
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
0 I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such
work himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold
within one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
-OR-
·"i?J,, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
~tractor's License law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
-OR-D l am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason
0 FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
con tr actors./ understand that a copy of the applicabf e law, Section 7044 of the Business and Professions Code, is avail ab/ e upon request when this application is
submitted orat the following Website: http:l lwww.leginfo.ca.govlcalaw.html.
OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed build'1ng5, structures, access roads, and utilities/utility
easements. A/I 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 5ubmitted documents and plans show the correct
d1mens1ons of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and util'it'1es. The ex·1stmg 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 weU as all on-site grading/site preparation. All
improvements existing on the property were completed in accordance with all regulations in existence the time of their construction, unless otherwise noted.
NAME(PRINT): 4/c (Afvv SIGN: « DATE:_S,_/'l_7 .... /_z_J_
Note: If the erson si nin above Is an authorized a ent for the ro rt owner include form 8-62 sl ned b owner.
1635 Faraday Ave Carlsbad, CA 92008 Ph: 442-339-2719 Email: Building@carlsbadca.gov
' REV. 04/22
(_ City of
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
B-61
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825-19829
To: Property Owner
An application for construction permit(s) has been submitted in your name listing you as the owner-builder of the
property located at:
Site Address _'J_ . ..c·(_,"--?,_{,_ __ f'-'1 (Z-~•-1'-_e-_-0_' _S_1.,-.,_,_~-J'1,--..cC~'-~~(-"_1_G_,~'\.i_::>,_.
1
_c_,,.__. _'~7_2-c_,o_=--'-1 _____ _
The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and the possible risks associated with typical construction activities issued
in your name as the Owner-Builder.
The City will not issue a construction permit until you have read and initialed your understanding of each
provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner
cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and
it is accepted by the City of Carlsbad.
INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of the form. These are very important construction
related acknowledgments designed to inform the property owner of his/her obligations related to the requested
permit activities.
I. L1 understand a frequent practice of unlicensed contractors is to have the property owner obtain an 110wner-
·Builder" building permit that erroneously implies that the property owner is providing his or her own labor and
material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries
sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an Owner-Builder and am aware of
the limits of my insurance coverage for injuries to workers on my property.
II. \µ._ I understand building permits are not required to be signed by property owners unless they are responsible
for the construction and are not hiring a licensed contractor to assume this responsibility.
111. 1'.::._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. LI 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 otherwise engage any persons, other than California licensed contractors, and
the total value of my construction is at least five hundred dollars ($500), including labor and materials, I may be
considered an "employer" under state and federal law.
1 REV. 05/22
Owner-Builder Acknowledgement Continued
VI. 0, I understand if I am considered an "employer" under state and federal law, I must register with the state
and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and
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. \"i-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 build'1ng contractor.
VIII. r_ I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable
for any financial or personal injuries sustained by any subsequent owner{s) which result from any latent
construction defects in the workmanship or materials.
IX. '(/-' I understand I may obtain more information regarding my obligations as an "employer11 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. Vi I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand
that I am the party legally and financially responsible for proposed construction activity at the following address:
XI. ~I agree that, as the party legally and financially responsible forth is proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner-Builders as well as employers.
Xll. ~ I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the
information I have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who
does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court.
It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm
is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-
Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are
properly licensed and the status of their workers' compensation coverage.
Before a building permit can be issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Building Division.
/ declare under penalty of perjury that I have read and understand a/I of the information provided on this form and that my responses, including my
authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have
either {1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel.
Property Owner Name (PRINT) Prop wner Signature Date
3 REV. 05/22
PERMIT INSPECTION HISTORY for (CBR2022-3574)
Permit Type: BLDG-Residential Application Date: 09/28/2022 Owner: CO-OWNERS KYLES AND SARAH A
CARON
Work Class: Addition
Status: Closed -Finaled
Issue Date: 03/27/2023 Subdivision: PARCEL MAP NO 12415
Expiration Date: 01/02/2024
IVR Number: 43629
Address: 2636 PIRINEOS WAY
CARLSBAD, CA 92009-7331
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
07/05/2023
Tuesday, July 25, 2023
Status
BLDG-17 Interior
Lath/Drywall
216297-2023 Passed Tony Alvarado
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-18 Exterior
Lath/Drywall
216310-2023 Passed Tony Alvarado
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-Final Inspection
Checklist Item
216273-2023
COMMENTS
Passed Tony Alvarado
BLDG-Structural Final
BLDG-Electrical Final
NOTES Created By
Becky Falk
July 5, 2023:
1. Approved final inspection for
kitchen-dining room extension/addition,
scope of work per engineer plans and
detail specifications -structural framing
reinforcement-verified and approved per
plan.
July 5, 2023:
1. Approved final inspection for
kitchen-dining room extension/addition,
scope of work per engineer plans and
detail specifications -structural framing
reinforcement-verified and approved per
plan.
TEXT
KYLE 760-220-4881 I/ SARAH 949-290-2194
Passed
Yes
Passed
Yes
Passed
Yes
Yes
Created Date
03/31/2023
Complete
Complete
Complete
Page 5 of 5
PERMIT INSPECTION HISTORY for (CBR2022-3574)
Permit Type: BLDG-Residential Application Date: 09/28/2022 Owner: CO-OWNERS KYLES AND SARAH A
CARON
Work Class: Addition
Status: Closed -Finaled
Issue Date: 03/27/2023
Expiration Date: 01/02/2024
IVR Number: 43629
Subdivision: PARCEL MAP NO 12415
Address: 2636 PIRINEOS WAY
CARLSBAD, CA 92009-7331
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
07/03/2023
BLDG-14
Frame/Steel/Bolting/We
lding (Decks)
213155-2023 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
June 2, 2023:
1. Verified framing plan sheet S-3, {lower
roof/floor framing plan), per structural
plans and detail specifications -verified
and approved.
2. Verified structural beam member sizes
and placement, roof rafters, all seismic
metal connectors and straps, seismic hold
downs, shearvvall plywood nailing
schedule, scope of work per structural
she S2 & S3 -verified all sizes, location,
type, framing placement, as-built structural
construction workmanship, verified and
approved Per plan.
BLDG-84 Rough
Combo(14,24,34,44)
213011-2023 Passed Tony Alvarado
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
NOTES Created By
Angie Teanio
Angie Teanio
COMMENTS
June 2, 2023:
1. Verified framing plan sheet S-3, (lower
roof/floor framing plan), per structural
plans and detail specifications -verified
and approved.
2. Verified structural beam member sizes
and placement, roof rafters, all seismic
metal connectors and straps, seismic hold
downs, shearwall plywood nailing
schedule, scope of work per structural
she S2 & S3 -verified all sizes, location,
type, framing placement, as-built structural
construction workmanship, verified and
approved Per plan.
TEXT
760-220-4881 Kyle
619-654-8476 Vern
07/03/2023 BLDG-15 Roof/ReRoof
(Patio)
216311-2023 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
Plywood roof sheathing, nailing schedule
and possible dry rot inspected -approved
to install underlayment felt.
Tuesday, July 25, 2023
Passed
Yes
Passed
Yes
Created Date
04/04/2023
06/01/2023
Passed
Yes
Complete
Complete
Complete
Page 4 of 5
PERMIT INSPECTION HISTORY for (CBR2022-3574)
Permit Type: BLDG-Residential Application Date: 09/28/2022 Owner: CO-OWNERS KYLE SAND SARAH A
CARON
Work Class: Addition Issue Date: 03/27/2023 Subdivision: PARCEL MAP NO 12415
Address: 2636 PIRINEOS WAY
CARLSBAD, CA 92009-7331
Status:
Scheduled
Date
05/11/2023
06/02/2023
Closed -Finaled Expiration Date: 01/02/2024
IVR Number: 43629
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector
Checklist Item
BLDG-Building Deficiency
COMMENTS
May 5, 2023: verifying structural members
to illegal/Unpermitted, as-built first floor,
residential remodel improvements without
permits or plans.
1. Illegal, first floor enlargement to existing
dining room and to enlarged sliding glass
door and dining room window slider
openings -under investigation to verify
structural members for engineer plans and
detail specifications.
2. Explorative investigation, verifying 15/32
plywood/OSB shear wall,
fastened/anchored at 2 inches on center,
staggered, edge nailing, and 12 inches on
center in plywood field nailing-located at
rear side of residential dwelling structure,
right side of new in large sliding glass patio
door -partial pass (OK)-per engineer's
shear wall schedule-OK.
05/11/2023 BLDG-13 Shear
Panels/HD (ok to wrap}
210865-2023 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
May 11, 2023:
1. Existing sheaiwall OSB, located at
exterior yard elevation, verified sheawall
type, locations, size, and
anchoring/fastening-nail schedule, per
new engineered plans and detail
specifications and schedules -OK
for/partial pass.
06/02/2023 BLDG-13 Shear
Panels/HD (ok to wrap)
213154-2023 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
June 2, 2023:
1. Verified framing plan sheet S-3, (lower
roof/floor framing plan), per structural
plans and detail specifications -verified
and approved.
2. Verified structural beam member sizes
and placement, roof rafters, all seismic
metal connectors and straps, seismic hold
downs, shearwall plywood nailing
schedule, scope of work per structural
she S2 & S3 -verified all sizes, location,
type, framing placement, as-built structural
construction workmanship, verified and
approved Per plan.
Tuesday, July 25, 2023
Reinspection Inspection
Passed
Yes
Reinspection Incomplete
Passed
Yes
Complete
Passed
Yes
Page 3 of 5
PERMIT INSPECTION HISTORY for (CBR2022-3574)
Permit Type: BLDG-Residential
Work Class: Addition
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
BLDG-91 Complaints
Inspection
Checklist Item
Application Date: 09/28/2022
Issue Date: 03/27/2023
Expiration Date: 01/02/2024
IVR Number: 43629
Inspection No.
207293-2023
COMMENTS
Inspection
Status
Partial Pass
Owner: CO-OWNERS KYLE SAND SARAH A
CARON
Subdivision: PARCEL MAP NO 12415
Address: 2636 PIRINEOS WAY
CARLSBAD, CA 92009-7331
Primary Inspector Reinspection Inspection
Tony Alvarado Reinspection Incomplete
Passed
BLDG-Building Deficiency April 5, 2023: (code compliance case). Yes
05/03/2023 05/03/2023 BLDG-13 Shear
Panels/HD {ok to wrap)
Checklist Item
1. Building inspection consisted of meeting
with property owner Kyle and building
contractor Vern.
2. Meeting to review unpermitted enlarge
window openings at exterior loadbearing
existing walls, new enlarged window
areas created and an additional 40 ft.2
added to (E) dining room Location,
residential dwelling unit remodel/alterations
revisions Reviewed, per architectural
structural plans, structural calculations and
details.
3. Preconstruction meeting-approved.
210002-2023 Partial Pass Tony Alvarado
COMMENTS
BLDG-Building Deficiency May 3, 2023: verifying structural members
to illegal/Unpermitted, as-built first floor,
residential remodel improvements without
permits or plans.
05/05/2023 05/05/2023 BLDG-13 Shear
Panels/HD (ok to wrap)
Tuesday, July 25, 2023
1. Illegal, first floor enlargement to existing
dining room and to enlarged sliding glass
door and dining room window slider
openings -under investigation to verify
structural members for engineer plans and
detail specifications.
2. Explorative investigation, verifying 15/32
plywood/OSB shear wall,
fastened/anchored at 2 inches on center,
staggered, edge nailing, and 12 inches on
center in plywood field nailing-located at
rear side of residential dwelling structure,
right side of new in large sliding glass patio
door -partial pass (OK)-per engineer's
shear wall schedule-OK.
210323-2023 Partial Pass Tony Alvarado
Reinspection Incomplete
Passed
Yes
Reinspection Incomplete
Page 2 of 5
Building Permit Inspection History Finaled
(cityof
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2022-3574)
Permit Type: BLDG-Residential Application Date: 09/28/2022 Owner: CO-OWNERS KYLES AND SARAH A
CARON
Work Class: Addition Issue Date: 03/27/2023 Subdivision: PARCEL MAP NO 12415
Status:
Scheduled
Date
04/03/2023
04/05/2023
Closed -Finaled Expiration Date: 01/02/2024
IVR Number: 43629
Address: 2636 PIRINEOS WAY
CARLSBAD, CA 92009-7331
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector
04/03/2023 BLDG-Final Inspection 206904-2023 Failed-Code Tony Alvarado
Checklist Item
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
NOTES Created By
Becky Falk
Case
COMMENTS
April 3, 2023:
1. Unpermitted dining room extension to
Existing home. New structural
modifications construction completed
without any inspections conducted to
existing dining room area, requires
inspection-structural observation and to
expose structural drag beams and window
header beam, and installation of new
plywood shear walls, along with seismic
metal straps/hardware, per engineered
plans and detail specifications.
2. Informed owner representative-Kyle.
TEXT
KYLE 760-220-4881 // SARAH 949-290-2194
04/05/2023 BLDG-84 Rough
Combo(14,24,34,44)
207153-2023 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
NOTES Created By
Angie Teanio
COMMENTS
April 5, 2023: (code compliance case).
1. Building inspection consisted of meeting
with property owner Kyle and building
contractor Vern.
2. Meeting to review unpermitted enlarge
window openings at exterior loadbearing
existing walls, new enlarged window
areas created and an additional 40 ft.2
added to {E) dining room Location,
residential dwelling unit remodel/alterations
revisions Reviewed, per architectural
structural plans, structural calculations and
details.
3. Preconstruction meeting-approved.
TEXT
760-220-4881 Kyle
Reinspection Inspection
Reinspection Incomplete
Passed
No
No
No
No
No
Created Date
03/31/2023
Reinspection Incomplete
Passed
Yes
Created Date
04/04/2023
Tuesday, July 25, 2023 Page 1 of 5
COASTLINE
E NGINEERING ----------v/ structural engineering services
(760) 436-1344
www.CoastlineEnglnc.com
STRUCTURAL CALCULATIONS
CARON ADDITION
2636 PIRINEOS WAY,
CARLSBAD, CA 92009
PROJECT NUMBER: 22-050
9/20/2022
CALCULATED BY: M.I.
REVIEWED BY: -
DESIGNER
KL DRAFTING & DESIGN
(619) 733-8134
www.kldrafting.com
R~~t:_\VED
Srr' 2, S 2022
CITY (
BUILLi
RLSBAO
vlV\S\ON
> 1--0
~ r---Lt')
M I
N
N
0
N ~ ca
0
COASTLINE
ENGINEERING
DESIGN LOADS
VERTICAL LOAD ANALYSIS
LATERAL LOAD ANALYSIS
FOUNDATION ANALYSIS
2
3-6
7 -11
TABLE OF CONTENTS
GOVERNING CODES
2019 CALIFORNIA RESIDENTIAL CODE ICRCl
WOOD ANSI/AWC NSD-18 / ANSI/AWC SDPWS-15
CONCRETE
MASONRY
STEEL
ALUMINUM
MINIMUM DESIGN LOADS
ACI 318-14
TMS 402·16 / TMS 602-16
ANSI/AISC 360-16 / ANSI/AISC 341-16 / AISI Sl00-16/S200-15
ADMl-15
ASCE/SEI 7-16
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CARON ADDITION
22-050
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COASTLINE
ENG INEERI NG
ROOF LOADS
Rll (SLOPED)
COMPOSITION SHINGLES
SHEATHING
FRAMING
INSULATION
DRYWALL
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
FLOOR LOADS
Fll
HARDWOOD FLOORING
SHEATHING
FRAMING
DRYWALL
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
DECK LOADS
Dll
DEX-0-TEX (OR EQUIV.)
SHEATHING
FRAMING
STUCCO
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
2
2
3
2
3
1.5
13.5 PSF
20 PSF
33.5 PSF
4
2.5
3
3
1.5
14 PSF
40 PSF
54 PSF
2
2.5
3
10
1.5
19 PSF
60 PSF
79 PSF
RL2 (FLAT)
BUILT-UP
SHEATHING
FRAMING
STUCCO
OTHER
FL2
DL2
DESIGN LOADS
2
2
3
10
1.5
18.5 PSF
20 PSF
38.5 PSF
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CARON ADDITION
22-050
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COASTLINE
ENG I NEER ING
EXTERIOR WALL LOADS
EWl
STUCCO
SHEATHING
FRAMING
INSULATION
DRYWALL
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
INTERIOR WALL LOADS
IWl
DRYWALLx2
FRAMING
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
10
1
1.5
1
3
1.5
18 PSF
18 PSF
5.5
1.5
1.5
8.5 PSF
8.5 PSF
GUARDRAIL/ PARAPET LOADS
GPl
METAL
OTHER
DEAD LOAD
LIVE LOAD
TOTAL LOAD
6
1.5
7.5 PSF
7.5 PSF
EW2
IW2
GP2
DESIGN LOADS
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CARON ADDITION
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COASTLINE
E N G I N EER I N G
BEAM LOADS
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Note: This sheet shows the loading calculations only, beam design is on the sheet(s) that follow. Loads from other calculated beams and lateral elements (i.e.
shear walls above) are applied directly on the beam design sheet(s). A summary of the beam reactions follows the beam calculations.
2ND FLOOR LEVEL
FB-1 GRID LINE 2
LOAD TYPE I RLl Fll EWl TOTAL
Wl TRIB. LENGTH 10.75 7.25 9 D = 0.409 KLF
D 0.145 0.102 0.162 Lr= 0.215 KLF
Lr (L) 0.215 (0.290) L= 0.290 KLF
W2 TRIB. LENGTH D=
D Lr=
Lr (L) L=
W3 TRIB. LENGTH D =
D Lr=
Lr (L} L=
W4 TRIB. LENGTH D =
D Lr =
Lr (L) L=
Pl TRIB.AREA D=
D Lr=
Lr (L} L=
P2 TRIB. AREA D=
D Lr=
Lr (L) L=
P3 TRIB. AREA D =
D Lr=
Lr (L) L=
P4 TRIB. AREA D=
D Lr =
Lr (L) L =
FH-1 GRID LINE 1
LOAD TYPE I Rll EWl TOTAL
Wl TRIB. LENGTH 3.75 2 D= 0.087 KLF
D 0.051 0.036 Lr = 0.075 KLF
Lr (L} 0.075 L=
W2 TRIB. LENGTH D=
D Lr=
Lr (L} L=
W3 TRIB. LENGTH D =
D Lr =
Lr (L) L=
W4 TRIB. LENGTH D =
D Lr =
Lr (L} L=
Pl TRIB. AREA D =
D Lr =
Lr (L) L=
P2 TRIB. AREA D =
D Lr=
Lr (L} L=
P3 TRIB. AREA D =
D Lr =
Lr (L} L =
P4 TRIB. AREA D =
D Lr =
Lr (L} L=
COASTLINE
ENGI NEERI NG
Multiple Simple Beam
UC#: KW-06016271 , Build:20.22.8.17
Project Title:
Engineer:
Project ID:
Project Descr:
Coastline Engineering, Inc.
Description : FLOOR LEVEL BEAMS / HEADERS
Wood Beam Design : FB-1
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22-050
9/20/2022
Project File: 22-050.ec6
(c) ENERCALC INC 1983-2022
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size: 5.25x9.25, Parallam PSL, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Species : iLevel Truss Joist Wood Grade : Parallam PSL 2.0E
Fb -Tension 2900 psi Fe -Pr1I 2900 psi Fv 290 psi Ebend-xx 2000 ksl
Fb -Compr 2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Density 45.07 pcf
Applied Loads
Unif Load: D = 0.4090, Lr= 0.2150, L = 0.290 k/ft, Trib= 1.0 ft
Duign Summary
Max fb/Fb Ratio =
fb : Actual : 0.464: 1 1,331 .33 psi at 2,870.09 psi
+D+L
Fb : Allowable :
Load Comb :
Max fv/FvRatio =
fv : Actual :
Fv : Allowable :
Load Comb:
Max Reactions (k)
Left Support
Right Support
0.307: 1
89.12 psi at 290.00 psi
+D+L
Q
1.99
1.99
Id 1.05
1.05
b
1.41
1.41
Wood Beam Design : FH-1
4.875 ft in Span # 1
9.003 ft in Span# 1
Y::!.. !:!
Max Deflections
5.25x9.25
9.750 ft
Transient Downward 0.086 in
Ratio 1366
LC: L Only
Transient Upward 0.000 in
Ratio 9999
LC:
Total Downward 0.233 in
Ratio 503
LC: +D+0.750Lr+0.750L
Total Upward 0.000 in
Ratio 9999
LC:
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size: 4x8, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Species : Douglas Fir-Larch Wood Grade : No.2
Fb-Tension
Fb -Compr
900 psi Fe -Pr1I 1350 psi Fv 180 psi Ebend-xx
900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx
Applied Loads
Unif Load: D = 0.0870, Lr= 0.0750 k/ft, Trib= 1.0 ft
Dnign Summary
Max fb/Fb Ratio =
fb : Actual :
Fb : Allowable :
Load Comb :
Max fv/FvRatio =
fv : Actual :
Fv : Allowable :
Load Comb:
0.374; 1
539 .41 psi at
1,441 .64 psi
+D+Lr
0.151 : 1
33.97 psi at
225.00 psi
+D+Lr
Max Reactions
Left Support Right Support
(k) Q Lr
0.36 031 0.36 0.31
4.125 ft in Span# 1
0.000 ft in Span# 1
Y::!..
8.250 ft
Max Deflections
!:! Transient Downward 0.044 in
Ratio 2240
LC: Lr Only
Transient Upward 0.000 in
Ratio 9999
LC:
1600ksi
580ksi
Density 31.21pcf
Total Downward 0.095 in
Ratio 1037
LC: +D+Lr
Total Upward 0.000 in
Ratio 9999
LC:
.
FB-1
GRID: 2
FH-1
GRID: 1
-
COASTLINE
ENGI NEER ING
D
FB·l : R1 1.990
FB-1 : R2 1.990
FH·l : Rl 0.360
FH-1 : R2 0.360
,~
-
,~ -
BEAM REACTIONS SUMMARY
FACTORED LOADS (K)
ASD LOAD CASES
UNFACTORED LOADS (K) EXCLUDING W,E INCLUDING W,E
Lr L w E IN·Sl E IE-Wl MAX. MIN. MAX. MIN. MAX.
1.050 1.410 3.835 1.194 5.169
1.050 1.410 3.835 1.194 5.169
0.310 0.670 0.216 0.928
0.310 0.670 0.216 0.928
-~
-
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LRFD LOAD CASES
INCLUDING 00
MIN. MAX. MIN .
1.481 5.169 1.481
1.481 5.169 1.481
0.268 0.928 0.268
0.268 0.928 0.268
-
-
--
-
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I
I
COASTLINE
ENG IN EERI NG
TOT AL DEAD LOADS (USED FOR SEISMIC DESIGN)
ROOF LEVEL
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22-050
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LOAD TYPE UNIT D.L. I AREA I HEIGHT 1 LENGTH 1 I HEIGHT 2 LENGTH 21 HEIGHT 3 LENGTH 3 I HEIGHT 4 LENGTH 4 1 TOTAL
Rll 13.5 1,235 -----16.673 K
RU 18.5 --------
Fll 14.0 ------
Dll 19.0 -------
EWl 18.0 -9 145 11.745 K
IWl 8.5 9 100 3.825 K
GPl 7.5 -
I= 1,235 SQFT I = 32.243 K
FLOOR LEVEL
LOAD TYPE UNIT D.L. I AREA I HEIGHT 1 LENGTH 1 I HEIGHT 2 LENGTH 21 HEIGHT 3 LENGTH 3 I HEIGHT 4 LENGTH 4 1 TOTAL
RLl 13.5 195 -------2.633 K
RL2 18.5 105 --------1.943 K
FLl 14.0 1,090 -------15.260 K
DLl 19.0 85 ----1.615 K
EWl 18.0 9
IWl 8.5 -9
GPl 7.5 -3.5
I= 1,475 SQFT WALLS ABOVE 15.570 K
I = 37.020 K
COASTLINE
ENGI NEERI NG
SEISMIC DESIGN FORCES (EQUIVALENT LATERAL FORCE PROCEDURE)
SESMIC DESIGN CRITERIA
RISK CATEGORY
IMPORTANCE FACTOR (I,)
SITE CLASS
II
1.00
D-DEFAULT
MAIN SEISMIC FORCE-RESISTING SYSTEM
WOOD SHEAR WALL
R 6.5
0 • 0 3
Cd 4
c, 0.02
X 0.75
fl. 0.025h
SITE SPECIFIC PARAMETERS
s, 0.973
~ ~H4
Soi 0.459
Sos 0.779
SEISMIC DESIGN CATEGORY D
PERIOD
hn
T0 =<;(h0)x
k
20.83'
0.195 SEC
1
• WHERE APPLICABLE, REDUCTION FOR FLEXIBLE DIAPHRAGMS IS APPLIED ON
LATERAL BRACING ANALYSIS SHEETS
SEISMIC BASE SHEAR
C, = Sosl.fR 0.120
0.362
~ GOVERNS
C,, MAX. = So1I.f (TR)
C,, MIN. = 0.44Sosl, 2: 0.01 0.034
C, MIN.= 0.5S1IJR (IF S1 2: 0.6) N/A
V=C,W 8.301 K
VERTICAL DISTRIBUTION OF SEISMIC FORCES
Fx = C,..,.V
C..,. = Wxhx•/(IW,hi°)
LEVEL
ROOF
FLOOR
wx
32.243 K
37.020 K
20.83'
10.00'
Fx (LRFD)
5.352 K
2.949 K
Fx (ASD)
3.746 K
2.065 K
DISTRIBUTION OVER DIAPH.
Fx (LRFD)
4.33 PSF
2.00 PSF
Fx (ASD)
3.03 PSF
1.40 PSF
VERTICAL DISTRIBUTION OF SEISMIC FORCES FOR DIAPHRAGMS, CHORDS, & COLLECTORS
Fpx = (IF/IW1)Wpx
Fpx. MIN.= 0.2Sosl,Wpx
Fpx. MAX.= 0.4SosleWp,
LEVEL F0x (LRFD) Fox (ASD)
ROOF 5.352 K 3.746 K
FLOOR 5.768 K 4.037 K
COLLECTORS & THEIR CONN. ••
DISTRIBUTED OVER DIAPH. INCREASE BY 25% INCREASE BY 00
F0x (LRFD) F0, (ASD)
4.33 PSF 3.03 PSF
3.91 PSF 2.74 PSF
F0x (LRFD) F0x (ASD) F0x (LRFD) F0x (ASD)
5.42 PSF 3.79 PSF 10.83 PSF 7.58 PSF
4.89 PSF 3.42 PSF 9.78 PSF 6.84 PSF
•• 25% LOAD INCREASE SHALL BE USED AT BUILDING PORTIONS
BRACED BY WOOD LIGHT FRAMED SHEAR WALLS,
OTHERWISE OVERSTRENGTH LOADS SHALL BE USED
8 of 11
CARON ADDITION
22-050
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COASTLINE
ENGINEER I NG
WIND PRESSURE 1
N·S GRID LINES
E•W GRID LINES
ENCLOSURE CLASSIFICATION
ROOF TYPE
NUMBER OF STORIES
DIRECTION OF RIDGE
RISK CATEGORY
BASIC WIND SPEED (V)
EXPOSURE CATEGORY
Kd
Kzt
Kh
qh = 0.00256KhKztKdV
P = qh[(GCp1)·(GCp1ll
GCp1
WIND DESIGN PRESSURES (ENVELOPE PROCEDURE, PART 1)
DIMENSIONS
LENGTH (L)
WIDTH(W)
ENCLOSED
GABLE/HIP
2
EAST-WEST
II
llOMPH
8
0.85
1.00
0.70
18.45 PSF
SEE CHART BELOW
+/· 0.18
ROOF HEIGHT
2ND STORY HT. [WALLS : FRAMING)
1ST STORY HT. [WALLS : FRAMING)
PRESSURE NORMAL TO SURFACE W =15.0'
N-S (LOAD CASE A) E·W (LOAD CASE 8)
SURFACE#• GC I p (LBS) GC t p (LBS)
9 of 11
CARON ADDITION
22-050
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30.0'
15.0"
4.00'
9.00' 0.50'
9.00' 1.00'
1
2
3
4
5
6
lE
2E
3E
4E
SE
6E
0.55
0.04
·0.44
-0.38
6.90 ·0.45 ·11.62
-16.05
·10.15
·11.62
• SEE ASCE 7-10 FIGURE 28.4·1 FOR SURFACE
0.71
0.01
-0.56
-0.51
·2.65
·11.43
·10.36
9.80
-3.10
·13.67
·12.74
TOTAL HORIZONTAL PRESSURE ON SURFACE
-0.69
-0.37
-0.45
0.40
-0.29
·0.48
-1.07
·0.53
-0.48
0.61
·0.43
SURFACE AREA N·S (LOAD CASE A)
SURFACE#• (FT2) pNORMAL TO SURFACE
1 468 3.231
2 204 ·0.540
3 204 ·2.332
4 468 -4.848
5 262 0
6 262 0
1E 117 1.146
2E 51 -0.158
3E 51 -0.697
4E 117 ·1.491
SE 61 0
6E 61 0
I =
DESIGN WIND PRESSURE
N·S E·W
AREAvERT. PROJ. 705 SQFT 323 SQFT
p 16.76 PSF 16.00 PSF
VERTICAL DISCRIBUTION OF WIND PRESSURE
LEVEL
2NDSTORY
lSTSTORY
N·S (LRFD)
151 PLF
168 PLF
E·W (LRFD)
112 PLF
160 PLF
pHORIZ. COMPONENT
3.231
-0.254
1.097
4.848
0
0
1.146
·0.075
0.328
1.491
0
0
11.813 K
MIN.= 10.320 K
N·S (ASD)
90 PLF
101 PLF
4.06
·8.67
·12.17
-23.06
-13.10
-12.17
7.93
·11.25
E•W (LOAD CASE 8)
pNORMAL TO SURFACE
-5.439
·3.274
·2.070
-5.439
1.062
·2.268
·l.424
·1.176
-0.668
·1.424
0.483
-0.685
E•W (ASD)
67 PLF
96 PLF
I =
pHORIZ. COMPONENT
0
0
0
0
1.062
2.268
0
0
0
0
0.483
0.685
4.498 K
MIN.= 5.160 K
COASTLINE
ENG INEE RING
LEVEL
DIRECTION
GRID LINE
2ND STORY
EAST-WEST
2
LATERAL BRACING ANALYSIS
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TYPE OF LATERAL BRACE WOOD SHEAR WALL
6.5
2.5
THIS CALCULATION IS ONLY TO GET THE
LOADS FOR USE ON THE LOWER LEVEL
SHEAR WALL
DESIGN METHODOLOGY
4
0.025h
ASD
CONTRIBUTING FORCES FROM LEVEL ABOVE
GRID LINE I
OFFSET MULTIPLIER
SEISMIC LOAD
p pF4
DIAPHRAGM 1.0 3.03 PSF
CANTILEVERED DIAPH. 1.0 3.03 PSF
WIND LOAD
SOURCE PRESSURE
LOAD FROM LEFT WORST CASE 67 PLF
LOAD FROM RIGHT WORST CASE 67 PLF
SHEAR WALL
SEGMENT LENGTH
SEGMENT HEIGHT
ASPECT RATIO
REDUCTION IS SEISMIC SHEAR PANEL CAPACITY
SEISMIC LOAD TO SEGMENT
WIND LOAD TO SEGMENT
SHEAR WALL TYPE [REQUIRED : USED]
HOLDOWN
SEGMENT LENGTH
SEGMENT HEIGHT
SEISMIC LOAD TO SEGMENT
WINO LOAD TO SEGMENT
UNIFORM DEAD LOAD
CONCENTRATED DEAD LOAD 1 (K] [LOAD: LOCATION]
CONCENTRATED DEAD LOAD 2 (K) [LOAD : LOCATION]
CONCENTRATED DEAD LOAD 3 (K] [LOAD: LOCATION]
CONCENTRATED DEAD LOAD 4 (K) [LOAD : LOCATION]
ASD -SEISMIC UPLIFT FROM ABOVE (K) [LEFT: RIGHT]
ASD -TOTAL SEISMIC UPLIFT (K) [LEFT : RIGHT]
ASD -WIND UPLIFT FROM ABOVE (K) [LEFT: RIGHT]
ASD -TOTAL WIND UPLIFT (K) [LEFT : RIGHT]
LRFD • SEISMIC UPLIFT FROM ABOVE (K) [LEFT : RIGHT]
LRFD -TOTAL SEISMIC UPLIFT (K) [LEFT : RIGHT)
LRFD -WIND UPLIFT FROM ABOVE (K) [LEFT : RIGHT]
LRFD -TOTAL WIND UPLIFT {K) [LEFT : RIGHT]
REQUIRED HOLDOWN TYPE [LEFT : RIGHT]
TRIB. AREA
AREA MULTIPLIER
540SQFT 0.5
DISTANCE TO
NEXT BRACE LOAD
15' 0.504 K
LEVEL ABOVE
I= 0.504 K
S' 7'
9' 9'
1.8:1 1.3 : 1
0% 0%
0.068 KLF 0.068 KLF
0.042 KLF 0.042 KLF
1
5' 7'
9' 9'
0.341 K 0.478 K
0.210 K 0.294 K
0.226 KLF
0.361 0.361 0.645 0.645
0.042 0.042 0.397 0.397
0.489 0.489 0.921 0.921
0.130 0.130 0.662 0.662
VERTICAL LOAD AT EACH END OF SHEAR WALLS (FROM UNFACTORED E/W ONLY)
SEISMIC LOAD {WITHOUT p) I 0.877 K I 0.877 K I
WIND LOAD 0.630 K 0.630 K
TRIB. AREA LOAD
270 SQFT 0.819 K
LEVEL ABOVE
I= 0.819 K
--
-
-
_,~
I
..
COASTLINE
E N G INEERI N G
LATERAL BRACING ANALYSIS
LEVEL 1ST STORY
DIRECTION EAST-WEST
GRID LINE 2
TYPE OF LATERAL BRACE WOOD SHEAR WALL
R ~5
0 0 ____ 2.5
~ 4
Ila 0.025h
DESIGN METHODOLOGY ASD
CONTRIBUTING FORCES FROM LEVEL ABOVE
GRID LINE I
OFFSET MULTIPLIER
2
SEISMIC LOAD TRIS.AREA
p pF4 AREA MULTIPLIER TRIB. AREA
DIAPHRAGM 1.0 1.40 PSF 690 SQFT 0.5 345 SQFT
CANTILEVERED DIAPH. 1.0 1.40 PSF
LEVEL ABOVE
I=
WIND LOAD DISTANCE TO
SOURCE PRESSURE NEXT BRACE LOAD
LOAD FROM LEFT WORST CASE 96 PLF 15' 0.720 K
LOAD FROM RIGHT WORST CASE 96 PLF 5' 0.240 K
LEVEL ABOVE 0.504 K
I = 1.464 K
SHEAR WALL
SEGMENT LENGTH 5'
SEGMENT HEIGHT 9'
ASPECT RATIO 1.8 : 1
REDUCTION IS SEISMIC SHEAR PANEL CAPACITY 0%
SEISMIC LOAD TO SEGMENT 0.260 KLF
WIND LOAD TO SEGMENT 0.293 KLF
SHEAR WALL TYPE [REQUIRED : USED] 2 4
HOLDOWN
SEGMENT LENGTH 5'
SEGMENT HEIGHT 9' k
,--
SEISMIC LOAD TO SEGMENT 1.302 K
WIND LOAD TO SEGMENT 1.464 K
UNIFORM DEAD LOAD 0.264 KLF
CONCENTRATED DEAD LOAD 1 (K) [LOAD : LOCATION]
CONCENTRATED DEAD LOAD 2 (K) [LOAD : LOCATION] ,_ ---
CONCENTRATED DEAD LOAD 3 (K) [LOAD : LOCATION]
CONCENTRATED DEAD LOAD 4 (K) [LOAD : LOCATION]
ASD -SEISMIC UPLIFT FROM ABOVE (K) [LEFT : RIGHTI 0.361 0.361
ASD -TOTAL SEISMIC UPLIFT (K) [LEFT : RIGHT] 2.525 2.525
ASD -WIND UPLIFT FROM ABOVE (K) [LEFT : RIGHTI 0.042 0.042 --
ASD -TOTAL WIND UPLIFT (K) [LEFT : RIGHTI 2.442 2.442
LRFD -SEISMIC UPLIFT FROM ABOVE (K) [LEFT : RIGHTI 0.489 0.489
LRFD -TOTAL SEISMIC UPLIFT (K) [LEFT : RIGHT] 3.551 3.551
LRFD -WIND UPLIFT FROM ABOVE (K) [LEFT : RIGHTI 0.130 0.130 -LRFD -TOTAL WIND UPLIFT (K) [LEFT : RIGHT] 4.200 4.200
REQUIRED HOLDOWN TYPE [LEFT : RIGHTI 8 8 -
VERTICAL LOAD AT EACH END OF SHEAR WALLS (FROM UNFACTORED E/W ONLY)
SEISMIC LOAD (WITHOUT p)
WIND LOAD I 3.348 K I I
4.392 K
LOAD
0.483 K
0.819 K
1.302 K
-
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(City of
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
This checklist is intended to help building permit applicants identify which Climate Ac~ol\ Pilati (CAP) ordinance requirements
apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit
application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on
the provided links to each municipal code section.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate
certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy
compliance, IECC/HERS Compliance Specialist, ICC GB 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 ~nee,
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 r,Cd. The
project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or EnE., 4§ 566~ and
Green Code sections.
Project Name/Building
Permit No.: Caron Addition
Property Address/APN: 2636 Pirineos Wav APN: 216-200-14-01
Applicant Name/Co.:
Applicant Address
Contact Phone:
Jesse Leon
10245 Casa Court, Santee, CA 92071
619-733-8134 Contact Email: jessealeon@hotmail.com
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
Contact Phone 619-733-8134
Contact Email:
.----c== "1 ( ,,_ (,. ( 2.-<.... Applicant Signature:._c-=E::::=~===="; __________ Date: ________ _
8-50 Page1 of? Revised 04/21
.,
Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For
alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet.
Building Permit Valuation (BPV) $ breakdown ¾l q, 0 3 l · :;i__q
[!] Residential
A hIgh-nse resIdent1al buIldmg Is 4 or more stones, mcludmg a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
□ New construction 2A', 3A', 1B, 2B, 'Includes detached, newly constructed ADU 4A', 3B,4A
I!!! Additions and alterations:
!!! BPV < $60,000 NIA NIA All residential additions and alterations
□ BPV 2' $60,000 1A, 4A 4A 1-2 family dwellings and townhouses with attached garages
□ Electrical service panel upgrade only only.
'Multi-family dwellings only where interior finishes are removed □ BPV 2' $200,000 1A, 4A' 1 B, 4A' and significant site work and upgrades to structural and
D Nonresidential
mechanical, electrical, and/or plumbing systems are proposed
□ New construction 1B, 2B, 3B, 4B and 5
□ Alterations:
□ BPV 2' $200,000 or additions 2' 1,000 1B,5 square feet
□ BPV 2' $1,000,000 1B,2B, 5 Building alterations of 2' 75% existing gross floor area
□ 2' 2,000 sq. ft, new roof addition 2B, 5 1 B also applies if BPV 2' $200,000
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) 18.21, 155 and 18.30, 190,and the California Green Building Standards Code (CAL Green) for more
information, Appropriate details and notes must be placed on the plans according to selections chosen in the design.
A O Residentialadditionoralteration2'$60,000buildingpermitvaluation. □ NIA. __________ _
Detailsofselectionchosenbelowmustbe placed on the plans referencing CMG □ Exception: Home energy score 2, 7
18.30.190. (attach certification)
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 □ Water heating Package
□ Between1978and1991 Select one option:
□ Ductsealing □ Attic insulation □Cool roof
□ 1992 and later Select one option:
D Lighting package D Water heating package
Updated 4/16/2021 3
..
B. D Nonresidential• new construction or alterations~ $200,000 building permit valuation,
or additions? 1,000 square feet See CMG 18.21.155 and CALGreen AppendixA5 D NIA
A5.203.1.1 Chooseone: D .1 Outdoorlighting □ .2 Restaurant service water heating (CEC 140.5)
D .3Warehousedocksealdoors. □ .4 DaylightdesignPAFs □ .5 Exhaustairheatreoovery □ N/A
A5.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical)
□ .90 Energybudget (ProjectswithindoorlightingAND mechan·Ical) □ NIA
AS.211.1'" □ On-site renewable energy:
D N/A
AS.211.3 .. □ Green power. (If offered by local utility provider, 50% minimum renewable sources)
D N/A
AS.212.1 □ Elevators and escalators: (Project with more than oneelevatorortwoescalators)
D N/A
AS.213.1 □ Steel framing: (Provide details on plans for options 1-4 chosen)
D N/A
• Includes hotels/motels and high-rise residential buildings
.. For alterations" $1,000, 000BPV and affecting> 75% existing grossfloorarea, ORalterationsthatadd 2, 000squarefeetof new roof addition: ccmply
with CMC 18.30.130 (section 2B below) instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to
CAP section 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 where CFA = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
kWdc
Exception
D
D
D
D
B. 0 Nonresidential new construction or alterations ?$1,000,000 BPV AND affecting ?75% existing floor area, OR addrtion 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:
□ Gross Floor Area (GFA)Method
GFA:
□ If< 10,000s.f. Enter:5 kWdc
Min. System Size:
□ Jf;e 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
•
□ Time-Dependent Valuation Method
Annual TDV Energy use:'** _______ .x .80= Min. system size: ______ .kWdc
~Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. D Residential and hotel/motel new construction. Refer to CMC 18.30.170 when completing this section.
Provide complete details on the plans.
□ For systems serving individual dwelling units choose one system:
□ Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
□ Heat pump water heater AND PV system .3 kWdc larger than required in CMG 18.30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential)
□ Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
□ Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
□ Excepflon:
□ For systems serving multiple dwelling units. install a central water-heating system with ALL of thefollowing:
□ Gas or propane water heating system
□ Recirculation system per CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (low-
rise residential)
□ Solar water heating system that is either:
□ .20 solar savings fraction
□ .15 solar savings fraction, plus drain water heat recovery
□ Exception:
B. D Nonresidential new construction. Refer to CMC 18.30.150 when completing this section. Provide
complete details on the plans.
□ Water heating system derives at least 40% of its energy from one of the following (attach documentation):
□ Solar-thermal □ Photovoltaics □ Recovered energy
□ Water heating system is (choose one):
□ Heat pump water heater
□ Electric resistance water heater(s)
□Solar water heating system wit'h .40 solar savings fraction
□ Exception:
It may be necessary to supplement the completed checklist with supporting materials, calculations or certifications. to
demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a
performance approach to comply with energy-related measures will need to attach to this checklist separate calculations
and documentation as specified by the ordinances.
Updated 4/16/21 5
"
4. Electric Vehicle Charging
A D Residential New construction and major alterations*
Please refer to CMC 18.21.140 when completing this section.
D One and two-family residential dwelling or townhouse with attached garage:
D One EVSE Ready parking space required D Exception :
D Multi-family residential· D Exception ·
Total Parking Spaces EVSE Spaces
Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready" Other "Capable"
Calculations: TotalEVSEspaces= .10xTotalparking spaces proposed (roundeduptonearestwholenumber) EVSE Installed= Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
*Major alterations are: ( 1 ) for one and two-family dwellings and townhouses with attached garages, alterations have a building permit
valuation~ $60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached
garages), alterations have a building penmit valuation~ $200,000, interiorfinishesare removed and significant site work and upgrades to
structural and mechanical, electrical, and/or plumbing systems are proposed.
• ADU exceptions for EV Ready space (no EV ready space required when):
(1) The accessory dwelling unit is located within one-half mile of public transit.
(2) The accessory dwelling unit is located within an architecturally and historically significant historic district.
(3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure.
(4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit.
(5) When there is a car share vehicle located within one block of the accessory dwelling unit
B. D Nonresidential new construction (includes hotels/motels) D Exception : _____________ _
Please refer to CMG 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
□ 51-75 6 3
□ 76-100 9 5
□ 101-150 12 6
□ 151-200 17 9
□ 201 and over 10 percent of total 50 percent of Required EV Spaces
Calculations: TotalEVSEspaces= .10xTotal parking spaces proposed (roundeduptonearestwholenumber) EVSE Installed= Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
Updated 4/16/202 I 6
5. □Transportation Demand Management (TOM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on yoursubmitted plans to detenminewhetherornoryourpenmit requires a TOM plan. If TOM is applicable to your
pemnit. staff will oontactthe applicant to develop a site-specific TDM plan based on tihe pemnit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
EmpADTfor
first 1,000 s.f.
EmpADTI
1000 s.f.1
Office (all)2 20
Restaurant 11
Retaib 8
Industrial 4
Manufacturing 4
Warehousing 4
, Unless otherwise noted, rates estimated from !TE Trip
Generation Manual, 10th Edition
13
11
4.5
3.5
3
2 For all office uses, use SANDAG rate of 20 ADT/1,000 sf to
calculate employee ADT
, Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Samele cafculations·
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. (8,334 sf/ 1,000 x 4.5) + 8 = 46 Employee ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should
my permit require a TDM plan and understand that an approved TDM plan is a oondition of pemnit issuance.
ApplicantSignature: __ ?'.~:".:::===::c··------------Date:
Person other than Applicant to be contacted for TDM compliance (if applicable):
Name(Printed): ___________________ _ Phone Number. _____ _
Email Address: ___________________ _
Updated 4/16/2021 7
{ City of
Carlsbad
DETERMINATION OF
PROJECT'S SWPPP
TIER LEVEL AND CONSTRUCTION
THREAT LEVEL
E-32
Development Services
Land Development Engineering
1635 Faraday Avenue
442-339-2750
www.carlsbadca.gov
I'm applying for: □ Grading Permit
Project Name: CArt"'"' ,'so,,, r, < '---'
rrsuilding Permit □ Right-of-way permit □ Other
Project ID: _____ DWG #/CB# ______ _
Address: '2-b',t, r,fl,~""'' t..J\'1 APN '1.\ Iv· ~ a c -, "1 -b , Disturbed Area: ____ __.Ac
Section 1: Determination of Project's SWPPP Tier Level SWPPP
(Check aoolicable criteria and circle the corresponding SWPPP Tier Level, then go to section 2) Tier Level
Exem~t -No Threat Project Assessment Criteria
My project is in a category of permit types exempt from City Construction SW PPP requirements. Provided
no significant grading proposed, pursuant to Table1, section 3,2.2 of Storm Water Standards, the
followina permits ~r~, exempt fro111 S\IVPPP reauirements: Exempt
, Electrical ;., Patio ;., Mobile Home , Plumbing i;, Spa (Factory-Made)
;., Fire Sprinkler ,, Mechanical ;., Re-Roofing , Sign :-, Roof-Mounted Solar Array
Tier 3-Significant Threat Assessment Criteria -(See Construction General Permit (CGP) Section LB)*
□ My project includes construction or demolition activity that results in a land disturbance af equal to or
greater than one acre including but not limited to clearing, grading, grubbing or excavation; or,
□ My project includes construction activity that results in land disturbance of less than one acre but the
construction activity is part of a larger common plan of development or the sale of one or more acres
of disturbed land surface or,
□ My Project is associated with construction activity related to residential, commercial, or industrial Tier 3
development on lands currently used for agriculture; or
□ My project is associated with construction activity associated with Linear Underground/overhead
Projects (LUP) including but not limited to those activities necessary for installation of underground
and overhead linear facilities (e,g, conduits, substructures, pipelines, towers, poles, cables, wire,
towers, poles, cables, wires, connectors, switching, regulating and transforming equipment and
associated ancillary facilities) and include but not limited to underground utility mark out, potholing,
concrete and asphalt cutting and removal, trenching, excavation, boring and drilling, access road,
tower footings/foundation, pavement repair or replacement, stockpile/borrow locations,
□ Other per CGP
Tier 2-Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat
Assessment Criteria described above and meets one or more of the following criteria:
□ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the
Carlsbad Municipal Code); or,
□ Project will result in 2,500 square feet or more of soils disturbance including any associated
construction staging, stockpiling, pavement removal, equipment storage, refueling and maintenance
areas and project meets one or more of the additional following criteria: Tier 2
• located within 200 feet of an environmentally sensitive area or the Pacific Ocean; and/or,
• disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or
• disturbed area is located along or within 30 feet of a storm drain inlet, an open drainage channel or
watercourse; and/or
• construction will be initiated during the rainy season or will extend into the rainy season (Oct 1
throuah Apr, 30).
Tier 1-Low Threat Assessment Criteria 1'3 My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt
permit type per above and the project meets one or more of the following criteria: Tier 1 • results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing,
material stockpilinq, vehicle fuelinq, waste stockpilinq)
• Items hsted are excerpt from CGP. CGP governs crrterra for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage
under the current CGP and any amendments, revisions and reissuance thereof.
E-32 Page 1 of2 Rev. 04/22
SWPPP Section 2: Determination of Project's Construction Threat Level
Tier (Check applicable criteria under the Tier Level as determined in section 1, circle Construction
Level the corresponding Construction Threat Level, then complete the Threat Level
si11nature block below)
Exempt -Not Applicable -Exempt
Tier 3 -High Construction Threat Assessment Criteria: My Project meets one or more of the
following:
□ Project site is 50 acres or more and grading will occur during the rainy season
□ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed,
inside or within 200 feet of an environmentally sensitive area (ESA) or discharges directly
to an ESA High
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils
Tier3 with USDA-NRCS Erosion factors kl greater than or equal to 0.4)
□ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1 -April 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
Tier 3 -Medium Construction Threat Assessment Criteria Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria
Tier 2 -High Construction Threat Assessment Criteria: My Project meets one or more of
the following:
□ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an
ESA
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils High
with USDA-NRCS Erosion factors k, greater than or equal to 0.4)
Tier 2 □ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season (Oct.
1-Apr. 30).
□ Owner/contractor received a Storm Water Notice of Violation within past two years
□ Site results in 10,000 sq. ft. or more of soil disturbance
Tier 2 -Medium Construction Threat Assessment Criteria Medium □ My project does not meet Tier 2 High Threat Assessment Criteria listed above
Tier 1 Medium Construction Threat Assessment Criteria: My Project meets one or more
of the following:
□ Owner/contractor received a Storm Water Notice of Violation within past two years Medium □ Site results in 500 sq. ft. or more of soil disturbance
Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season
(Oct.1-April 30)
Tier 1 -Low Construction Threat Assessment Criteria Low □ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above
I certify to the best of my knowledge that the above statements are true and correct. I will prepare and submit an appropriate tier level SWPPP as deten111ned above
prepared m accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the stom, water best management
practices pursuant to Title 15 of the Cansbad Municipal Code and to City Standards at all times during construction activities for the pem,it type(s) checked above.
The City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown
that a lesser or higher SWPPP Tier Level is warranted.
Owner/Owner's Authorized Agent Name· Title: City Concurrence Yes No
~ c":'>'>"C' L c-...... -1,__, N,,Otv<r (For City Use Only)
Owner/Owneb: Agent Signature: Date:
q{.,,&{1, "l-
By:
Date:
Project ID:
E-32 Page 2 of 2 Rev. 04/22
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.
) 65><,, ~ l,, G" _,
r7ow (OWNER'S AGENT NAME (PRINT) __ ...--;::,,
OWNER(S)~ AGENT NAME (SIGNATURE)
01 I-,_---...,(~.._
DATE
E-29
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
CBRW-ZZ ~3s-7t
SW_
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-Stonm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs
C: C: -C: 0 -0 :3 :g C: C: ,:, :;::; c> ., ,:, ., ,:, "' C: " " C: C: c> E C: E C: -C " " 0 'o ·c C. C C C E -.; L L :;::; L ·3 ., :::; ,:, "' c> L --C: >, c> C: ., L C: ., C: "' "' "' §! ·c "-0-L C C: c> C. C 0 ., ·a. ·c -C: "' C: '-' L u.J ., C: 0 Best Management Practice' <Id C: C CD L 0 ., 0 L ., > :;::; .c "' 3' "' L ., C C: UL u ., ~ ~ ., C ., C: .!: I-E "' ,:, "' :::; C: (BMP) Description ➔ "' " ., (/) ., "' c> ., c> CD ·5 C c> C: "C "' C: 0 :::, ~ -., ~ 3 ~ Cl) C -C C 3' C: L Q ,:, u.J ,:, >, 0 "' C: C: Cc> gj E :;::; L " C: 0 0 CD (/) ·-c> 0--.,, u ., C 0 ~ ., :::; 0 c> 0 C: E -i!:: C ., 0 ., 0 L-3: ., X ., ., c,: C N V, " O'I:.:; ., C: ·a. C -" .0 E ~ :.= en :=3 :a ·-c> ·c a. 2 c> ., LI.. E -"' g1 ~:;::; C: C u·c LC -"' 0 ,:, £.E "' u L ., " ,:, :0 ~ ·-,:, "'u C <I> L "' u :: C ,:, C 0 C. 'o ., "' l" u C: L-.0 C -c -~ ~ ·-C -o -:.= C LC -C 00 C c> 0 .c ., 0 ., 0 CL 0 ., .c .0 L -C C -L U) C: .Bo CL "' -c-C -C. 0 O C '-' 3: u..10 vi vi (/) u C: Cl (/) > (/) (/) a. (/) c,: 3: a. a.o a. >u :::; (/) :::; (/) (/) u (/):::;
CASQA Designation ➔ r--co "' ..., .... r--0 ..., r--co N ..., .... "' "' "' co N 'T I I I I I I I I I I I I I I I I I I I I I I u u u u u.J u.J u.J u.J u.J u.J u.J u.J c,: ~ (/) (/) (/) (/) ~ :::; :::; ~ :::; Construction Activity u.J u.J u.J u.J (/) (/) (/) (/) (/) (/) (/) (/) I-z z z z 3: 3: 3:
GradinnlSoil Disturbance
Trench inn /Excavation
Stocknilina ")( ')( Drill inn IBorina
Concrete/Asphalt Sawcuttina
Concrete Flatwork
Pavina
Conduit/Pioe Installation
Stucco /Mortar Work
Waste Disoosal ,( Staninn ILav Down Area
Eauinment Maintenance and Fuelinq
Hazardous Substance Use/Storaae
Dewaterina
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 the chosen BMPs and how to apply them to the project.
SHOW THE LOCATIONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
-BMP's are subject to field inspection-
PROJECT INFORMATION
Site Address: '2--G :, b f', 12., ,..., 1; c s, ~
Assessor's Parcel Number: l ' " • -z._ c c· -1'(-0,
Emergency Contact:
Name: \:'. .. :-t '--E c..A-fU'~
24 Hour Phone: I 6 c, • z... '"0
-'1 'l ff \
Construction Threat to Storm Water Quality
(Check Box)
□ MEDIUM ffiow
., .;
C
3: -C: "' ., " E 0 ., ,:, c,, 5 C N C: CC ::r::::;
"' I ~
)(
., -"' c-3: C: .,
., E -., l" c,, u C
C: C: 0 C u :::;
co I ~
){
Page 1 of 1
REV 02/16
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