HomeMy WebLinkAbout2640 HIGHLAND DR; ; CBR2020-0227; PermitPERMIT REPORT
Residential Permit
Print Date: 01/11/2022
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Project Title:
2640 HIGHLAND DR, CARLSBAD, CA 92008-1027
BLDG-Residential Work Class:
1561300900 Track#:
$161,478.62 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Addition
(_ City of
Carlsbad
Permit No: CBR2020-0227
Status: Closed -Finaled
Applied: 01/29/2020
Issued: 05/08/2020
Fina led Close Out: 01/11/2022
Inspector:
Final Inspection:
TAlva
08/25/2021
Description: FAGRELL: 828 SF LIVING ADDITION// 260 SF REMODEL// 329 SF DECK// 85 SF PATIO COVER
Applicant:
FAGRELL LINDA
4114 TIERRA VISTA
BONSALL , CA 92003
(760) 310-7261
FEE
ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
BUILDING PLAN CHECK FEE (BLDG)
SWPPP PLAN REVIEW FEE TIER 1-MEDIUM
SWPPP INSPECTION FEE TIER 1-Medium BLDG
STRONG MOTION-RESIDENTIAL
BUILDING PERMIT FEE ($2000+)
SB1473 GREEN BUILDING STATE STANDARDS FEE
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN}
BUILDING PLAN REVIEW-MINOR PROJECTS (LOE}
Total Fees: $2,574.36 Total Payments To Date: $2,282.36 Balance Due:
AMOUNT
$66.00
$92.00
$592.27
$55.00
$246.00
$20.99
$846.10
$7.00
$175.00
$182.00
$98.00
$194.00
$292.00
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.
1635 Faraday Avenue, Carlsbad, CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
(city of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check Y<iR Zom-02,Z ~
Est. Value e I. '-I t-f; &L
PC Deposit ___,_?;':"f 2. _":f
Date I-Z. 'f:-?.o ZO
Job Address d bL/0 li3 b /,r,,..j 'Dr. Suite: _-___ APN: I Sb-/ ;30 -0 '1
CT/Project#: _________________ Lot#: ___ _
Fire Sprinklers: yes!@ Air Condltionlng:@no Electrical Panel Upgrade: yes/ no
BRIEF DESCRIPTION OF WORK: ____________________________ _
. ,. -"'("
~ddition/New: -'""'-=-"'---'Living SF, 32,q Deck SF, Patio SF, --Garage SF
Is this to create an Accessory Dwelling Unit? Yes/ No New Fireplace? Yes/ No, if yes how many? __
181 Remodel: ;)J;iJ SF of affected area Is the area a conversion or change of use? Yes/@
0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
O Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground, Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No
Panel Upgrade: Yes/ No
D Reroof: ___________________________________ _
D Plumbing/Mechanical/Electrical Only: ________________________ _
i~ther: Si .SF Src,.~C3
PROPERTY OWNER
Name: \,,\wl,:;i.. d--\{Jf-€,f h'G V-{2 l1
Address: ___________________ _
Email:
DESIGN PROFESSIONAL CONTRACTOR BUSINESS
Name:---------'~;.._ _______ _ Name: ___________________ _
Address: ________________ _ Address: __________________ _
City: ________ State: __ ~Zip: ____ _ City: ________ State: ___ Zip: ______ _
Phone: _________________ _ Phone: ___________________ _
Email: _________________ _ Email: ___________________ _
Architect State License: ------------State License: ______ Bus. License: ______ _
(Sec. 7031.5 Business and Professions Code: Any City or County which requires a permit to construct, alter, improve, demolish or repair any structure, prior to its
issuance, also requires the applicant for such permit to file a signed statement that he/she is licensed pursuant to the provisions of the Contractor's License Law
{Chapter 9, commending with Section 7000 of Division 3 of the Business and Professions Code} or that he/she is exempt therefrom, and the basis for the alleged
exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars {$500}).
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558 Email: Building@carlsbadca.gov
B-1 Page 1 of2 Rev. 06/18
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following dee/orations:
□ 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.
□ I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name: ______________________ _
Policy No. ______________ Expiration Date: _________ _
□ Certificate of Exemption: l 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 be come
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 clvll 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.
CONTRACTOR SIGNATURE: □AGENT DATE: ------------------------------
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License law for the following reason:
□ 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) .
.,)(i, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor{s) licensed
pursuant to the Contractor's License Law).
□ I am exempt under Section ________ Business and Professions Code for this reason:
1. I personally plan to provide the major tabor and materials for construction of the proposed property improvement. □ Yes □ No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3.1 have contracted with the following person (firm) to provide the proposed construction (include name address/ phone/ contractors' license number):
4. I plan to provide portions of the work, but I have hired the following person to coordinate, supervise and provide the major work (include name/ address/ phone/
contractors' license number):
5. I will provide some of the work, but I have contracted (hired) the following persons to provide the work indicated (include name/ address/ phone/ ty e of work):
OWNER SIGNATURE: ~,,-dZ( □AGENT DATE: j z_ 20
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: _____________________ _
ONLY COMPLETE THE FOLLOWING SECTION FOR NON-RESIDENTIAL BUILDING PERMITS ONLY:
Is the applicant or future building occupant required to submit a business plan, acutely hazardous materials registration form or risk management and prevention
program under Sections 25505, 25533 or 25534 of the Presley-Tanner Hazardous Substance Account Act? D Yes □ No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? □ Yes □ No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? D Yes O No
IF ANY OF THE ANSWERS ARE YES, A FINAL CERTIFICATE OF OCCUPANCY MAY NOT BE ISSUED UNLESS THE APPLICANT HAS MET OR IS MEETING THE
REQUIREMENTS OF THE OFFICE OF EMERGENCY SERVICES AND THE AIR POLLUTION CONTROL DISTRICT.
APPLICANT CERTIFICATION:
I certify that l have read the application and state that the above information is correct and that the information on the plans is accurate. I agree to comply with all
City ordinances and State laws relating to building construction.
! hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE, INDEMNIFY AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS,COSTS ANO EXPENSES WHICH MAY IN MN WAY ACCRUEAGAINSTSAID CITY IN CONSEQUENCE OF
THE GRANTING OF THIS PERMIT.OSHA: An OSHA permit is required for excavations over 5'0' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Official under the provisions of this Code shall expire by limitation and become null and void if the building or work authorized
by such permit is not commenced within 180 days from the date of such permit or if the building or work authorized by such permit is suspended or abandoned at any time
aftertheworkiscommenced fora period of 1? ~e).
APPLICANT SIGNATURE: _._----..!.-/:::==::;, 1.__ /-4 □-h•
7
___.:,~n--~n1..c,:, ,:,:::..:,
0
.,_
1
_______ DATE:
1635 Faraday Ave Carlsbad, CA 92008~Fax: 760-602-8558
1J2 7/2ow I
Email: Building@carlsbadca.gov
B-1 Page 2 of2 Rev. 06/18
: PERMIT INSPECTION HI~TORY for .(;SR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
Checklist Item
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Structural Final
BLDG-Electrical Final
Tuesday,January11,2022
Application Date: 01/29/2020 Owner:
Issue Date: 05/08/2020 Subdivision:
Expiration Date: 06/14/2021
IVR Number: 24513
Address: 2640 HIGHLAND DR
CARLSBAD. CA 92008-1027
Inspection No.
COMMENTS
Inspection
Status
August 25, 2021: (Approved).
Primary Inspector
1. Required waste managemenUrecycle
8-59 form -approved.
2. HERS green energy efficiency thermal
report required-approved.
3. Scope of final electrical, plumbing,
mechanical, and structural scope of work
-approved.
August 25, 2021: (Approved).
1. Required waste management/recycle
B-59 form -approved.
2. HERS green energy efficiency thermal
report required-approved.
3. Scope of final electrical, plumbing,
mechanical, and structural scope of work
-approved.
August 20, 2021: (Failed).
1. Required waste management/recycle
8-59 form -not ready.
2. HERS green energy efficiency thermal
report required-not ready.
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architect/owner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
August 25, 2021: (Approved).
1. Required waste management/recycle
B-59 form -approved.
2. HERS green energy efficiency thermal
report required-approved.
3. Scope of final electrical, plumbing,
mechanical, and structural scope of work
-approved.
August 25, 2021: (Approved).
1. Required waste management/recycle
8-59 form -approved.
2. HERS green energy efficiency thermal
report required-approved.
3. Scope of final electrical, plumbing,
mechanical, and structural scope of work
-approved.
Reinspection Inspection
Passed
Yes
Yes
No
Yes
Yes
Yes
Page 11 of 11
~ ' ' ~
' PERMIT INSPECTION HISTORY for {CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status:
Scheduled
Date
08/20/2021
08/25/2021
Closed -Finaled
Actual Inspection Type
Start Date
08/20/2021 BLDG-Final Inspection
Checklist Item
BLOG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLOG-Structural Final
BLOG-Electrical Final
08/25/2021 BLDG-Final Inspection
Tuesday, January 11, 2022
Application Date: 01/29/2020 Owner:
Issue Date: 05/08/2020 Subdivision:
Expiration Date: 06/14/2021
IVR Number: 24513
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Inspection No.
164847-2021
COMMENTS
Inspection
Status
Failed
August 20, 2021: (Failed).
Primary Inspector
Tony Alvarado
1. Required waste management/recycle
B-59 form -not ready.
2. HERS green energy efficiency thennal
report required-not ready.
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architect/owner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
August 20, 2021: (Failed).
1. Required waste management/recycle
B-59 form -not ready.
2. HERS green energy efficiency thermal
report required-not ready.
165052-2021 Passed Tony Alvarado
Reinspection Inspection
Reinspection Incomplete
Passed
No
No
No
Yes
No
Complete
Page 10 of 11
-
PERMIT INSPECTION HISTORY for (CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status:
Scheduled
Date
Closed -Finaled
Actual Inspection Type
Start Date
Checklist Item
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLOG-Structural Final
BLDG-Electrical Final
Tuesday,January11,2022
Application Date: 01/29/2020
Issue Date: 05/08/2020
Expiration Date: 06/14/2021
IVR Number: 24513
Owner:
Subdivision:
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
COMMENTS
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architecUowner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architecUowner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architecUowner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
December 16th, 2020:
1. Scope of new addition and existing
residential remodel final inspection-not
ready.
December 22, 2020:
1. Temporary certificate of occupancy
(TCO), for plumbing, electrical, mechanical,
and structural, scope of work -approved.
2. A working kitchen sink facilities and
bathroom/restroom facilities in order and
operable-approved.
3. Final certificate of occupancy-pending.
4. Informed architecUowner Linda,
requirements outstanding (Final reports
and certifications), prior to Final certificate
of occupancy-issuance/approvals.
Passed
Yes
Yes
Yes
No
Yes
Page 9 of 11
, PERMIT INSPECTION HISTORY for: (CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status: Closed -Finaled
Application Date: 01/29/2020 Owner:
Issue Date: 05/08/2020 Subdivision:
Expiration Date: 06/14/2021
IVR Number: 24513
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspection Inspection
Checklist Item
BLOG-Building Deficiency
Status
COMMENTS
December 17th., 2020:
1. Electrical meter release scope of
work-approved.
2. Gas meter release scope of
work-approved.
3. Released gas and electrical meters
toSDGE.
BLDG-Gas Meter
Release
146524-2020 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
December 17th., 2020:
1. Electrical meter release scope of
work-approved.
2. Gas meter release scope of
work-approved.
3. Released gas and electrical meters
toSDGE.
12/22/2020 12/22/2020 BLDG-Final Inspection 146809-2020 Partial Pass Tony Alvarado
Tuesday,January11,2022
Passed
Yes
Complete
Passed
Yes
Reinspection Incomplete
Page 8 of 11
11 '
PERMIT INSPJ;CTION HISTORY for (CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Application Date: 01/29/2020
Issue Date: 05/08/2020
Owner:
Subdivision:
Status: Closed -Finaled Expiration Date: 06/14/2021
IVR Number: 24513
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector
Date Start Date Status
11/09/2020 11/09/2020 BLDG-18 Exterior 143296-2020 Passed Tony Alvarado
11/24/2020
12/09/2020
12/16/2020
12/17/2020
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency November 9, 2020: (virtual inspection).
1. Exterior stucco lath paper scope of
work -approved.
11/24/2020 BLDG-27 Shower
Pan/Tubs
Checklist Item
144692-2020
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency November 24, 2020: (virtual inspection).
1. Two locations for shower pans, hot
mopped, at restroom areas, underwater
test-approved.
12/09/2020 BLDG-17 Interior
Lath/Drywall
Checklist Item
145861-2020
COMMENTS
Cancelled Tony Alvarado
BLDG-Building Deficiency
BLDG-Building Deficiency
December 9, 2020 -cancel inspection.
November 4, 2020: (virtual inspection).
12/16/2020 BLDG-23
Gasffest/Repairs
Checklist Item
1. Interior drywall type, and drywall nailing
pattern scope of work -partial pass.
2. Half-inch drywall missing in master
bedroom area, and hardy backer board
nailing inspection missing in bathroom
areas.
146386-2020 Passed Tony Alvarado
COMMENTS
BLDG-Building Deficiency December 16th, 2020:
BLDG-Final Inspection
Checklist Item
BLDG-Structural Final
12/17/2020 BLDG-Electric Meter
Release
1. Electrical meter release scope of
work-approved.
2. Gas meter release scope of
work-approved.
146385-2020
COMMENTS
Failed
December 16th, 2020:
Tony Alvarado
1. Scope of new addition and existing
residential remodel final inspection-not
ready.
146523-2020 Passed Tony Alvarado
Tuesday,January11,2022
Reinspection Inspection
Complete
Passed
Yes
Complete
Passed
Yes
Reinspection Incomplete
Passed
No
Yes
Passed
Yes
Complete
Reinspection Incomplete
Passed
No
Complete
Page 7 of 11
~ 7,1¾t "
PERMIT INSPECTION HISTORY for (CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status: Closed -Finaled
Application Date: 01/29/2020
Issue Date: 05/08/2020
Expiration Date: 06/14/2021
IVR Number: 24513
Owner:
Subdivision:
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
10/28/2020
11104/2020
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
10/28/2020 BLDG-16 Insulation
Checklist Item
142279-2020
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency October 28, 2020: (virtual inspection).
1. Title 24 insulation inspection for new and
remodel portions of construction, scope of
work per plan-approved
11/04/2020 BLDG-17 Interior
Lath/Drywall
142927-2020 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
November 4, 2020: (virtual inspection).
1. Interior drywall type, and drywall nailing
pattern scope of work -partial pass.
2. Half-inch drywall missing in master
bedroom area, and hardy backer board
nailing inspection missing in bathroom
areas.
Tuesday,January11,2022
Passed
Yes
Yes
Yes
Yes
Complete
Passed
Yes
Reinspection Incomplete
Passed
Yes
Page 6 of 11
' ' PERM ,T INSPECTIC>N HISTORY for (CBR2P20-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Status: Closed -Finaled
Application Date: 01/29/2020
Issue Date: 05/08/2020
Expiration Date: 06/14/2021
IVR Number: 24513
Owner:
Subdivision:
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
Checklist Item
BLDG-Building Deficiency
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electrical
BLDG-44
Rough-Ducts-Dampers
COMMENTS
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
October 19, 2020:
1. LPT 4 metal connectors, nail
plates-typical, metal straps missing at top
plates and post to beam connections.
2. Nail plates required at plumbing and
electrical protection areas -required.
3. Rest of rough combination (MEPS)scope
of work approved.
10/22/2020 10/22/2020 BLDG-84 Rough
Combo(14,24,34,44)
141613-2020 Passed Tony Alvarado
Tuesday,January11,2022
Passed
Yes
Yes
Yes
Yes
Yes
Complete
Page 5 of 11
PERMIT INSPECTION HISTORY for (CBR2020-0227) ' '
Permit Type: BLDG-Residential
Work Class: Addition
Status: Closed -Finaled
Application Date: 01/29/2020
Issue Date: 05/08/2020
Expiration Date: 06/14/2021
IVR Number: 24513
Owner:
Subdivision:
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection
Status
Primary Inspector Reinspection Inspection
10/19/2020
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
BLOG-Building Deficiency
COMMENTS
October 1, 2020:
1. Partial approval for (2) shearwall panels
locations.
type of panels/nailing pattern, with Metal
holddown connectors, located at master
bedroom wall and living/dining and
bedroom walls-approved.
2. Verified insulation at exterior walls
underneath shearwall panels.
October 9, 2020:
1. approval for all shearwall panel
locations.
type of panels/nailing pattern, with Metal
holddown connectors, partial-approved.
2. Need to Verify shearwall panels Metal
connectors LPT4 and A-35 missing at two
shearwart locations-(only).
3. Reroof nailing pattern @ entire roof
diaphragm areas -approved.
October 7, 2020:
1. Partial approval for shearwall panel
locations.
type of panels/nailing pattern, with Metal
holddown connectors, partial-approved.
2. Need to Verify shearwall panels Metal
connectors LPT4 and A-35 missing at two
shearwall locations-(only).
BLDG-15 Roof/ReRoof
(Patio)
140753-2020 Passed Tony Alvarado
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
COMMENTS
October 9, 2020:
1. approval for all shearwall panel
locations.
type of panels/nailing pattern, with Metal
holddown connectors, partial-approved.
2. Need to Verify shearwall panels Metal
connectors LPT4 and A-35 missing at two
shearwall locations-(only).
3. Reroof nailing pattern @ entire roof
diaphragm areas -approved.
October 7, 2020:
1. Roof sheathing, type and nailing pattern,
partial approval for single-story section of
roof area (only).
2. Second story studio roof sheathing area
not ready. No access to roof.
10/19/2020 BLDG-84 Rough
Combo(14,24,34,44)
141254-2020 Partial Pass Tony Alvarado
Tuesday, January 11, 2022
Passed
Yes
Yes
Yes
Complete
Passed
Yes
Yes
Reinspection Incomplete
Page 4 of 11
PERMIT INSPECTIOl't HISTORY for ,(ctBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Application Date: 01/29/2020
Issue Date: 05/08/2020
Owner:
Subdivision:
Status: Closed -Finaled Expiration Date: 06/14/2021
IVR Number: 24513
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled
Date
10/07/2020
10/09/2020
Actual Inspection Type
Start Date
10/07/2020 BLDG-13 Shear
Panels/HD (ok to wrap)
Checklist Item
Inspection No.
140329-2020
COMMENTS
Inspection
Status
Primary Inspector
Partial Pass Tony Alvarado
BLDG-Building Deficiency October 7, 2020:
BLDG-Building Deficiency
1. Partial approval for shearwall panel
locations.
type of panels/nailing pattern, with Metal
holddown connectors, partial-approved.
2. Need to Verify shearwall panels Metal
connectors LPT4 and A-35 missing at two
shearwall locations-(only).
October 1, 2020:
1. Partial approval for (2) shearwall panels
locations.
type of panels/nailing pattern, with Metal
holddown connectors, located at master
bedroom wall and living/dining and
bedroom walls-approved.
2. Verified insulation at exterior walls
underneath shearwall panels.
BLDG-15 Roof/ReRoof
(Patio)
140530-2020 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
October 7, 2020:
1. Roof sheathing, type and nailing pattern,
partial approval for single-story section of
roof area (only).
2. Second story studio roof sheathing area
not ready. No access to roof.
10/09/2020 BLDG-13 Shear
Panels/HD (ok to wrap)
140560-2020 Passed Tony Alvarado
Tuesday,January11,2022
Reinspection Inspection
Reinspection Incomplete
Passed
Yes
Yes
Reinspection Incomplete
Passed
Yes
Complete
Page 3 of 11
Permit Type:
Work Class:
Status:
Scheduled
Date
10/01/2020
'
PERMIT INSP!=CTION HISTORY for (CBR2020-0227)
BLDG-Residential Application Date: 01/29/2020 Owner:
Addition Issue Date: 05/08/2020 Subdivision:
Closed -Finaled Expiration Date: 06/14/2021 Address: 2640 HIGHLAND DR
IVR Number: 24513 CARLSBAD, CA 92008-1027
Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection
Start Date
Checklist Item
BLDG-Building Deficiency
BLDG-Building Deficiency
BLDG-Building Deficiency
Status
COMMENTS
June 11, 2020:
1. partial pass on first phase of exterior
spread footing foundation steel
reinforcemenUrebar stemwall at north
facing elevation -approved.
2. OK to pour concrete.
3. Soils report pending and will be emailed
per soils engineer of record.
June 16, 20 20-1 st grout lift inspection
completed at north facing footing masonry
block wall scope of work-approved.
July 6, 2020:
1. Slab steel reinforcement rebar approved
per engineers plans.
2. Corrections: front south facing and east
facing footing slab reinforcement rebar
missing number five rebar top and bottom.
3. Structural engineers RFI or revision letter
or detail addressing as built footing site
conditions not per plan.
4. Informed owners on site at time of
inspection.
Passed
Yes
Yes
Yes
Inspection
BLDG-12 Steel/Bond
Beam
131738-2020 Partial Pass Tony Alvarado Reinspection Incomplete
Checklist Item
BLDG-Building Deficiency
COMMENTS
July 6, 2020:
1. Slab steel reinforcement rebar approved
per engineers plans.
2. Corrections: front south facing and east
facing footing slab reinforcement rebar
missing number five rebar top and bottom.
3. Structural engineers RFI or revision letter
or detail addressing as built footing site
conditions not per plan.
4. Informed owners on site at time of
inspection.
10/01/2020 BLDG-13 Shear
Panels/HD (ok to wrap}
139848-2020 Partial Pass Tony Alvarado
Checklist Item
BLDG-Building Deficiency
COMMENTS
October 1, 2020:
1. Partial approval for (2) sheaiwall panels
locations.
type of panels/nailing pattern, with Metal
holddown connectors, located at master
bedroom wall and living/dining and
bedroom walls-approved.
2. Verified insulation at exterior walls
underneath sheaiwall panels.
Passed
Yes
Reinspection Incomplete
Passed
Yes
Tuesday,January11,2022 Page2of11
Building Permit Inspection History Finaled
{ City of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2020-0227)
Permit Type: BLDG-Residential
Work Class: Addition
Application Date:
Issue Date:
01/29/2020 Owner:
05/08/2020 Subdivision:
Status: Closed -Finaled Expiration Date:
IVR Number:
06/14/2021
24513
Address: 2640 HIGHLAND DR
CARLSBAD, CA 92008-1027
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector
Date Start Date Status
05/26/2020 05/26/2020 BLDG-SW-Pre-Con 128438-2020 Passed Tony Alvarado
Checklist Item COMMENTS
BLDG-Building Deficiency May 26, 2020 -per phone conversation
preconstruction meeting to inform
owner/contractor representative of
SWPPS storm water control measures to
be intact and in place at all times during
residential construction work. -Approved.
06/1112020
06/16/2020
06/23/2020
07/06/2020
06/11/2020 BLDG-11
F ou ndati on/Ftg/P iers
(Rebar)
Checklist Item
129861-2020 Partial Pass Tony Alvarado
COMMENTS
BLDG-Building Deficiency June 11, 2020:
06/1612020 BLDG-11
Foundation/Ftg/Piers
(Rebar)
Checklist Item
1. partial pass on first phase of exterior
spread footing foundation steel
reinforcement/rebar stemwall at north
facing elevation -approved.
2. OK to pour concrete.
3. Soils report pending and will be emailed
per soils engineer of record.
130207-2020 Partial Pass Tony Alvarado
COMMENTS
BLDG-Building Deficiency June 16, 20 20-1 st grout lift inspection
completed at north facing footing masonry
block wall scope of work-approved.
BLDG-Building Deficiency June 11, 2020:
06123/2020 BLDG-21
Underground/LI nderilo
or Plumbing
07/06/2020 BLDG-11
Foundation/Ftg/Piers
(Rebar)
1. partial pass on first phase of exterior
spread footing foundation steel
reinforcement/rebar stemwall at north
facing elevation -approved.
2. OK to pour concrete.
3. Soils report pending and will be emailed
per soils engineer of record.
130822-2020 Passed Tony Alvarado
131737-2020 Partial Pass Tony Alvarado
Tuesday,January11,2022
Reinspection Inspection
Complete
Passed
Yes
Reinspection Incomplete
Passed
Yes
Reinspection Incomplete
Passed
Yes
Yes
Complete
Reinspection Incomplete
Page1 of11
DATE: 4/22/2020
JURISDICTION: City of Carlsbad
✓• EsG1I
PLAN CHECK#.: CBR2020-0227
PROJECT ADDRESS: 2640 Highland Dr.
SET II
PROJECT NAME: Fagrell Residence Remodel & Addition
□ APPLICANT
□ _,fJRIS
(
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
[z;] The plans transmitted herewith will substantially comply with the jurisdiction's building codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
D The check list transmitted herewith is for your information. The plans are being held at EsGil until
corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
D The applicant's copy of the check list has been sent to:
Linda Fagrell
C2J EsGil staff did not advise the applicant that the plan check has been completed.
D EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Linda Fagrell Telephone#: 760-310-7261
Date contacted: I i l ·/ (bt,.//v/) Email: bonsall@sbsglobal.net
bonsall5@sbcglobal.net
Mail Telephone Fax In Person ~
REMARKS: The clouded inked notes shown on sheet T-1 and A-2 shall eon the set II of
the plan. (at building department)
By: David Yao Enclosures: ·
EsGil
4/6/2020
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
i ,,/
EsG1I
DATE: 2/17/2020
JURISDICTION: City of Carlsbad
PLAN CHECK#.: CBR2020-0227
PROJECT ADDRESS: 2640 Highland Dr.
SET: I
PROJECT NAME: Fagrell Residence Remodel & Addition
/ICANT ~~~I~
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
~ The check list transmitted herewith is for your information. The plans are being held at EsGil until
corrected plans are submitted for recheck.
D The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant
contact person.
~ The applicant's copy of the check list has been sent to:
Linda Fagrell
D EsGil staff did not advise the applicant that the plan check has been completed.
~ EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Linda Fagrell Telephone#: 760-310-7261
Date contacted: ~)>'l\!)-0 (by~ ) Email: bonsall@sbcglobal.net
Mail Telephone Fax In Person
0 REMARKS:
By: David Yao
EsGil
2/3/20
Enclosures:
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: CBR2020-0227 JURISDICTION: City of Carlsbad
PROJECT ADDRESS: 2640 Highland Dr.
FLOOR AREA:
Remodel 260 sf
Living 329 sf deck 85
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 2/17/2020
FOREWORD (PLEASE READ):
STORIES: 2
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 2/3/20
PLAN REVIEWER: David Yao
This plan review is limited to the technical requirements contained in the California version of
the International Residential Code, International Building Code, Uniform Plumbing Code,
Uniform Mechanical Code, National Electrical Code and state laws regulating energy
conservation, noise attenuation and access for the disabled. This plan review is based on
regulations enforced by the Building Department. You may have other corrections based on
laws and ordinance by the Planning Department, Engineering Department, Fire Department or
other departments. Clearance from those departments may be required prior to the issuance of
a building permit.
Present California law mandates that construction comply with the 2019 edition of the California
Code of Regulations (Title 24), which adopts the following model codes: 2018 IRC, 2018 IBC,
2018 UPC, 2018 UMC and 2017 NEC.
The above regulations apply, regardless of the code editions adopted by ordinance.
The following items listed need clarification, modification or change. All items must be satisfied
before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of
the 2018 International Building Code, the approval of the plans does not permit the violation of
any state, county or city law.
To speed up the recheck process, please note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet number, specification section, etc.
Be sure to enclose the marked up list when you submit the revised plans.
Please make all corrections, as requested in the correction list. Submit FOUR new
complete sets of plans for commercial/industrial projects (THREE sets of plans for
residential projects). For expeditious processing, corrected sets can be submitted
in one of two ways:
1. Deliver all corrected sets of plans and calculations/reports directly to the City of
Carlsbad Building Department, 1635 Faraday Ave., Carlsbad, CA 92008, (760)
602-2700. The City will route the plans to EsGil and the Carlsbad Planning,
Engineering and Fire Departments.
2. Bring TWO corrected set of plans and calculations/reports to EsGil, 9320
Chesapeake Drive, Suite 208, San Diego, CA 92123, (858) 560-1468. Deliver all
remaining sets of plans and calculations/reports directly to the City of Carlsbad
Building Department for routing to their Planning, Engineering and Fire
Departments.
NOTE: Plans that are submitted directly to EsGil only will not be reviewed by the
City Planning, Engineering and Fire Departments until review by EsGil is complete.
PLANS
1. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code).
2. Specify on the Title Sheet of the plans the gross floor area of each element of
this project, including dwelling. garage. carport. patio. deck and balcony. Section
R106.2.
3. Provide a statement on the Title Sheet of the plans stating that this project shall
comply with the 2019 California Residential Code, which adopts the 2018 IRC,
2018 UMC, 2018 UPC and the 2017 NEC. Section R106.1.
4. On the cover sheet of the plans, specify any items that will have a deferred
submittal (fire sprinklers/alarms, etc.). Additionally. provide the following note
on the plans: "Submittal documents for deferred submittal items shall be
submitted to the registered design professional in responsible charge, who shall
review them and forward them to the building official with a notation indicating
that the deferred submittal documents have been reviewed and that they have
been found to be in general conformance with the design of the building. The
deferred submittal items shall NOT be installed until their design and submittal
documents have been approved by the building official." (if applicable)
FIRE PROTECTION
5. Please indicate on the plans whether the existing residence has a fire sprinkler
system installed. If so, then provide a note stating that any additions/alterations
will be provided with an automatic residential fire sprinkler system. Section
R313.2.
6. Show locations of permanently wired smoke alarms with battery backup, per
Section R314:
a) Inside each bedroom. New bedroom 3 & studio-upstair
b) Outside each separate sleeping area in the immediate vicinity of the
bedrooms.
c) On each story, (upper stair office/studio)
7. In existing buildings, when alterations, repairs or additions requiring a permit
occur the dwelling unit shall be provided with smoke alarms located as required
for new dwellings; the smoke alarms shall be interconnected and hard wired.
Exception: Smoke alarms in existing areas need not be interconnected and hard
wired where the alterations or repairs do not result in the removal of interior wall
or ceiling finishes exposing the structure, unless there is an attic, crawl space, or
basement available which could provide access for hard wiring and
interconnection without the removal of interior finishes. Section R314.2.2.
existing bedrooms 1 and 2.
8. In dwelling units within which fuel-burning appliances are installed (and in
dwelling units having attached garages), show the locations of permanently wired
carbon monoxide alarms with battery backup, per Section R315:
a) Outside each separate sleeping area in the immediate vicinity of the
bedrooms. bedrooms at lower floor.
b) On each story. Include upper floor.
♦ NOTE: When more than one carbon monoxide alarm is required to be
installed, the alarm devices shall be interconnected in such a manner that the
actuation of one alarm will activate all of the alarms in the unit.
9. When alterations, repairs or additions are proposed for dwelling units within
which fuel-burning appliances are installed (and in dwelling units having attached
garages), the dwelling unit shall be provided with carbon monoxide alarms
located as required for new dwellings; the carbon monoxide alarms shall be
interconnected and hard wired. Exception: Carbon monoxide alarms in existing
areas need not be interconnected and hard wired where the alterations or repairs
do not result in the removal of interior wall or ceiling finishes exposing the
structure, unless there is an attic, crawl space, or basement available which
could provide access for hard wiring and interconnection without the removal of
interior finishes. Section R315.2. existing bedroom 1 and 2.
GENERAL RESIDENTIAL REQUIREMENTS
10. Sleeping rooms shall have a window or exterior door for emergency escape.
Section R310. Window size and type for the new bedroom 3 should be identified
on the plan.
a) Windows must have an open able area of at least 5. 7 square feet, with the
minimum openable width 20" and the minimum openable height 24".
b) The bottom of the clear opening shall not exceed 44" above the floor.
Do not measure to the window sill. This generally applies to windows that
have a height of 3' or less.
11. Water closet compartments shall be provided with aggregate glazing area in
windows of not less than 3 square feet, one-half of which must be openable
(unless mechanical ventilation is provided). Section R303.3.
12. Bathrooms containing bathtubs or showers aREl pO'.vEler rooms must be
mechanically ventilated (an openable window won't suffice). Section R303.3.1.
13. Glazing in the following locations should be shown on the plans as safety glazing
material in accordance with Section R308.4:
a) Glazing in doors.
EXITS, ST AIRWA VS, AND RAILINGS
14. A nosing (between¾" and 1-¼") shall be provided on stairways with solid risers.
Exception: No nosing is required if the tread depth is at least 11 inches. Section
R311.7.5.3.
15. Handrails (Section R311.7.8):
a) Shall be provided on at least one side of each stairway with four or more
risers.
b) Handrails and extensions shall be 34" to 38" above nosing of treads and
be continuous.
c) The handgrip portion of all handrails shall be not less than 1-¼ inches nor
more than 2 inches in cross-sectional dimension. See Section R311.7.8.3
for alternatives.
d) Handrails adjacent to walls shall have at least 1-½ inches between the
wall and the handrail.
e) Ends of handrails shall be returned or shall have rounded terminations or
bends.
16. Provide spiral stairway details, per Section R311.7.10.1: Show the spiral stairway
detail on the plan.
a) Minimum run is 6-¾ inches measured at the walk line (which is not greater
than 24½"). See the figure below.
1v1ax 12';, .n
•ad,us
Min. tread depth
Tread
Measuring the tread of spiral stairs at the intersection of the tread
nos:ngs ilnd the walkline
M,n. tread deptr-,
6-'/4 ·r
27692 degrees
Walk:,n,ci
I
Max,mum walklme radius for a spiral stairway
Tread
b) Maximum rise is 9-½ inches. Maximum clear opening between risers is 4
inches.
c) Minimum headroom is 6 feet 6 inches.
d) The minimum clear width at and below the handrails shall be 26 inches.
ROOFS/DECKS/BALCONIES
17. Enclosed framing in wood exterior balconies and decks shall be provided with
openings that provide a net free cross ventilation area not less than 1 /150 of the
area of each separate space. Section R317.1.6
18. Wood balconies and decks that support moisture-permeable floors shall be
provided with an impervious moisture barrier system under the moisture-
permeable floor, with positive drainage. Section R317.1.
19. Where balconies or other elevated walking surfaces are exposed to water from
direct or blowing rain, snow or irrigation, and the structural framing is protected
by an impervious moisture barrier, the construction documents shall include
details for all elements of the impervious moisture barrier system, The
construction documents shall include the manufacturer's installation instructions.
Section R106.1.5
20. Specify on the plans the following information for the deck/balcony surfacing
materials, per Section R106.1.1:
a) Manufacturer's name and product name/number.
b) ICC approval number, or equal.
21. Specify roof material and application. (class A min. City policy)
22. Specify on the plans the following information for the roof materials, per Section
R106.1.1:
a) Manufacturer's name and product name/number.
b) ICC approval number, or equal.
23. Show the sizes/locations of roof drains and overflows. Section R903.4.
24. Show the required ventilation for attics (or enclosed rafter spaces formed where
ceilings are applied directly to the underside of roof rafters). The minimum vent
area is 1/150 of attic area (or 1/300 of attic area if at least 40% (but not more
than 50%) of the required vent is located no more than 3' below the ridge) and
remaining vents located at the lower third of the of the attic space. Show on the
plans the area required and area provided. Section R806.2.
25. Enclosed rafter spaces do not require venting if the following specific insulation
design is used. per Sections R806.5/EM3.9.6:
♦ If the insulation is air-permeable and it is installed directly below the roof
sheathing with rigid board or sheet insulation with a minimum R-5 value installed
above the roof sheathing. (or)
+ If the insulation is air-impermeable and it is in direct contact with the underside
of the roof sheathing. (or)
+ If two layers of insulation are installed below the roof sheathing: An air-
impermeable layer in direct contact with the underside of the roof sheathing and
an additional layer of air permeable insulation installed directly under the air-
impermeable insulation.
♦ In climate zones 3-15, air permeable insulation installed as part of one of the
previous insulation assemblies in unvented attics must comply with section
R806.5.5.2
26. Where eave vents are installed, insulation shall not block the free flow of air. A
minimum of 1" of air space shall be provided between the insulation and the roof
sheathing. To accommodate the thickness of insulation plus the required 1"
clearance, member sizes may have to be increased for rafter-ceiling joists.
Section R806.3.
27. Note on the plans: "Attic ventilation openings shall be covered with
corrosion-resistant metal mesh with 1/16" minimum to¼" maximum openings.
Section R806.1.
28. Show location of attic access with a minimum size of 22"x30", unless the
maximum vertical headroom height in the attic is less than 30". Access must be
provided to each separated attic area (if over 30 sq. ft.), shall be located in a
hallway or other readily accessible location and 30" headroom clearance is
required above the opening. Section R807.1.
GARAGE AND CARPORTS
29. The garage shall be separated from the residence and its attic area by not less
than ½" gypsum board applied to the garage side (at walls). Garages beneath
habitable rooms shall be separated by not less than 5/8" Type X gypsum board.
Section R302.6.
30. Show a self-closing and self-latching door or an automatic-closing and latching
door; either 1-3/8" solid core or a listed 20-minute assembly, for openings
between garage and dwelling. Section R302.5.1.
FOUNDATION & STRUCTURE REQUIREMENTS
31. Provide calculation to justify all the footings shown on the foundation plan.
32. Provide calculation to justify the CMU wall construction on 20/S-3.
33. The special inspection on sheet S-1 should include the masonry too.
34. Provide construction detail of all the new stairways include the footing.
35. The soils engineer recommended that he/she review the foundation excavations.
Note on the foundation plan that "Prior to the contractor requesting a Building
Department foundation inspection, the soils engineer shall advise the building
official in writing that:
a) The building pad was prepared in accordance with the soils report,
b) The utility trenches have been properly backfilled and compacted, and
c) The foundation excavations, the soils expansive characteristics and
bearing capacity conform to the soils report."
36. Note on plans that surface water will drain away from building and show drainage
pattern. The grade shall fall a minimum of 6" within the first 10 feet. Section
R401.3.
MECHANICAL
37. Show on the plans the location, type and size (Btu's) of all heating and cooling
appliances or systems.
38. Note that passageway to the mechanical equipment in the attic shall be
unobstructed, have continuous solid flooring not less than 24 inches wide, and be
not more than 20 feet in length from the access opening to the appliance. CMG
Section 304.4.1.(if applicable)
39. Show a permanent electrical receptacle outlet and lighting fixture controlled by a
switch located at the entrance for furnaces located in an attic. CMG Section
304.4.4(if applicable)
40. Detail the dryer exhaust duct design from the dryer to the exterior. The maximum
length is 14 feet with a maximum of two 90-degree elbows or provide the
manufacturer's duct length specification description on the plans: Include the
dryer specifications (manufacturer, model, and fuel type) as well as the duct
description (size and type). CMG Section 504.4.2.1.
41. Show how makeup air will be provided for the washer and dryer enclosure. The
code requires an opening with a minimum of 100 square inches of makeup air
(can be louvered door). CMG 504.4.1
ELECTRICAL
42. Show on the plan the amperage of the electrical service, the location of the
service panel and the location of any sub-panels. If the service is over 200
amperes, submit a single line diagram, panel schedules, and provide service
load calculations.
43. Note on the plans that receptacle outlet locations will comply with CEC Article
210.52.
44. Include on the plans the following specifications for electrical devices installed in
dwellings: CEC Article 210 & 406
a) Tamper resistant receptacles for all locations described in 210.52 and
550.13.(i.e. all receptacles in a dwelling).
b) Weather resistant type for receptacles installed in damp or wet locations
(outside). 406.4(0)(6).
c) Arc-fault protection for all outlets (not just receptacles) located in rooms
described in NEC 210.12(A): Kitchens, laundry areas, family, living,
bedrooms, dining, halls, etc.
45. Per CEC Article 210.11 (C)3, note on the plans that bathroom circuiting shall be
either:
a) A 20-ampere circuit dedicated to each bathroom, or
b) At least one 20 ampere circuit supplying only bathroom receptacle outlets.
46. Show on the plans a wall receptacle within 36" of each lavatory in the bathroom.
CEC 210.52(0).
47. Show at least one wall switch-controlled lighting outlet to be installed in every
habitable room; in bathrooms, hallways, stairways, attached garages, and
detached garages with electric power; and at the exterior side of outdoor
entrances or exits. At interior stairways show 3-way switching for lighting outlets
at each floor level where there are six or more steps. CEC Article 210.70.
PLUMBING
48. Where is existing tanked water heart? Please shown on the plan.
49. Dimension on the plans the 30" clear width required for the water closet
compartment and the (minimum) 24" clearance required in front of the water
closet. CPC 402.5.
50. Provide a note on the plans: The control valves in showers, tub/showers,
bathtubs, and bidets must be pressure balanced or thermostatic mixing valves.
CPC Sections 408,409,410.
51. Specify on the plans: Water conserving fixtures: New water closets shall use no
more than 1.28 gallons of water per flush, kitchen faucets may not exceed 1.8
GPM, lavatories are limited to 1.2 GPM, and showerheads may not exceed 1.8
GPM of flow. CPC Sections 407, 408, 411, 412.
52. Specify on the plans whether the existing house was built before or after 1994.
For additions or improvements to a residence built before 1994, note on the
plans that existing "noncompliant" fixtures (toilets that use more than 1.6 gallons
of water per flush, urinals that use more than one gallon of water per flush,
showerheads that have a flow capacity of more than 2.5 gallons of water per
minute, and interior faucets that emit more than 2.2 gallons of water per minute)
shall be replaced. Certification of compliance shall be given to the building
inspector prior to final permit approval. California SB407.
RESIDENTIAL GREEN BUILDING STANDARDS
53. Storm water drainage/retention during construction. Note on the plans:
Projects which disturb less than one acre of soil shall manage storm water
drainage during construction by one of the following: A. Retention basins. B.
Where storm water is conveyed to a public drainage system, water shall be
filtered by use of a barrier system, wattle or other approved method. CGC
Section 4.106.2.
54. Grading and paving. Note on the plans that site grading or drainage system will
manage all surface water flows to keep water from entering buildings (swales,
water collection, French drains, etc.). CGC Section 4.106.3. Exception:
Additions not altering the drainage path.
55. Indoor water use. Show compliance with the following table, per CGC Section
4.303.1.
FIXTURE FLOW RATES
FIXTURE TYPE MAXIMUM FLOW RATE
Water closets 1.28 gallons/flush
Showerheads 1.8 gpm @ 80 psi
Lavatory faucets 1.2 gpm @ 60 psi1
Kitchen faucets 1.8 gpm @ 60 psi
1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi.
56. Note on the plans that when a shower is provided with multiple shower heads,
the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the
shower shall be designed so that only one head is on at a time. CGC Section
4.303.1.3.2.
57. Note on the plans that landscape irrigation water use shall have weather or
soil-based controllers. CGC Section 4.304.1.
58. Recycling. Note on the plans that a minimum of 65% of construction waste is to
be recycled. CGC Section 4.408 .1.
59. Recycling. Note on the plans that the contractor shall submit a Construction
Waste Management Plan, per CGC Section 4.408.2.
60. Operation and maintenance manual. Note on the plans that the builder is to
provide an operation manual (containing information for maintaining appliances,
etc.) for the owner at the time of final inspection. CGC Section 4.410.1.
61. Pollutant control. Note on the plans that during construction, ends of duct
openings are to be sealed, and mechanical equipment is to be covered. CGC
Section 4.504.1.
62. Pollutant control. Note on the plans that VOC's must comply with the
limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and
4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood
Products. CGC Section 4.504.2.
63. Interior moisture control. Note on the plans that concrete slabs will be
provided with a capillary break. CGC Section 4.505.2.1.
64. Interior moisture control. Note on the plans that the moisture content of wood
shall not exceed 19% before it is enclosed in construction. The moisture content
needs to be certified by one of 3 methods specified. Building materials with
visible signs of water damage should not be used in construction. The moisture
content must be determined by the contractor by one of the methods listed in
CGC Section 4.505.3.
65. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star
rated, vented directly to the outside and controlled by a humidistat. CGC
4.506.1.
66. Note on the plans that prior to final inspection the licensed contractor, architect or
engineer in responsible charge of the overall construction must provide to the
building department official written verification that all applicable provisions
from the Green Building Standards Code have been implemented as part of the
construction. CGC 102.3.
a) Complete a Residential Occupancies Application Checklist that includes
the minimum criteria. It is available at: https://www.hcd.ca.gov/building-
standards/calgreen/cal-green-forms.shtml
ENERGY CONSERVATION
67. All domestic hot water piping to have the following minimum insulation installed:
½" pipe (1/2" insulation);¾" pipe (1" insulation); 1" to 1-½" pipe (1-½"
insulation). CPC 609.11 & ES 150.0U)
a) Additionally, the ½" hot water pipe to the kitchen sink, and the cold-water
pipe within 5' of the water heater both require 1" minimum insulation. ES
150.OU)
Residential Energy Lighting Requirements: ES 150.0(k)
68. All installed luminaires shall be high-efficacy in accordance with ES TABLE
150.0-A.
a) Luminaries must have a label certified for airtight construction.
b) Light sources that are not marked "JAB-2019-E" shall not be installed in
enclosed luminaires. ES 150 .0(k)
69. In bathrooms, garages, laundry rooms, and utility rooms at least one luminaire
shall be controlled by a vacancy sensor.
70. Dimmers or vacancy sensors shall control all LED style luminaires. Two
exceptions: Fixtures installed in hallways or (closets under 70 square feet).
71. Recessed can light fixtures shall be IC listed, air-tight labeled, and not be
equipped with a standard medium base screw shell lamp holder. ES 150.0(k)
72. SFD outdoor lighting fixtures that are attached to a building are required to be
high efficacy, be manually on/off switch controlled, and have both motion sensor
and photocell control. See ES 150.0(k) 3 for additional control options.
Residential ventilation requirements: ES 150.0(o)/ASHRAE 62.2
73. Kitchens require exhaust fans with a minimum 100 cfm ducted to the exterior.
Detail compliance by including a complying exhaust fan or a ducted range hood
to the exterior. (if revised?)
74. Bathrooms require exhaust fans (minimum 50 cfm) to be ducted to the exterior.
A bathroom is defined "as a room with a bathtub, shower, or spa or some similar
source of moisture". New?
75. Residential bathroom exhaust fans shall be energy star rated and shall be control
by a humidistat capable of an adjustment between 50 and 80% humidity.
CalGreen 4.506.1. Exception: Control by a humidistat is not required if the
bathroom exhaust fan is also the dwelling whole house ventilation.
a) All fans installed to meet all of the preceding ventilation requirements must
be specified at a noise rating of a maximum 1 "Sone" (continuous use) or
3 "Sone" (intermittent).
MISCELLANEOUS
76. To speed up the review process, note on this list (or a copy) where each
correction item has been addressed, i.e., plan sheet, note or detail number,
calculation page, etc.
77. Please indicate here if any changes have been made to the plans that are not a
result of corrections from this list. If there are other changes, please briefly
describe them and where they are located in the plans.
• Have changes been made to the plans not resulting from this correction list?
Please indicate:
Yes □ No □
78. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive,
Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to
perform the plan review for your project. If you have any questions regarding
these plan review items, please contact Error! Reference source not found. at
EsGil. Thank you.
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: City of Carlsbad
PREPARED BY: David Yao
PLAN CHECK#.: CBR2020-0227
DATE: 2/17/2020
BUILDING ADDRESS: 2640 Highland Dr.
BUILDING OCCUPANCY: R3
BUILDING AREA Valuation
PORTION (Sq.Fl) Wqilier
remodel & add
Air Conditioring
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb By Ordinance
Bldg, Permit fee by Ordinance T
: Plan Chee~ Fee by Ordinance •
T}9e of Review: r.;; Complete Review
Reg. VALUE
Mod.
per city
Structural Only
r Repetitive Fee ,..
'. -.., Repeats
• •
Ir Other
r Hoooy
EsGilFee •
BHr.@•
Comments:
($)
161,479
161,479
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)
$550.00
Sheet of
• ''-' L
Geotechnical • Geologic • Coastal • Environmental
5741 Palmer Way •Carlsbad.California 92010 • (760) 438-3155 • FAX (760) 931-0915 • www.geosoils1nc.com
Helios Property Solutions, LLC
P.O. Box 1211
Bonsall, California 92003
Attention: Mr. Pete Fagrell
April 4, 2019
W.O. 7599-A-SC
Subject: Limited Geotechnical Evaluation, Improvements to 2640 Highland Drive,
Carlsbad, San Diego County, California 92008, APN 156-130-09-00
Dear Mr. Fagrell:
In accordance with your request, GeoSoils, Inc. (GSI) has obtained a representative
sample of site soil for laboratory testing. The purpose of our testing was to evaluate soil
parameters for the proposed remodel, and additions to the existing residential structure.
The scope of our services includes a site reconnaissance, soil sampling, a review of
documents presented in the Appendix (References), laboratory testing, engineering
analyses, and preparation of this report. This summary report has been prepared for the
sole purpose of simply providing a limited evaluation of soil engineering parameters
derived from testing of site soil samples in our laboratory, and does not constitute a 1 ,
comprehensive geotechnical evaluation of the overall site. -,,
FIELD EXPLORATION
Test Pit/Hand Auger B-1 was advanced on the north side of the existing garage and
extended to a depth of about 5½ feet. Test Pit/Hand Auger B-2 was advanced in the
proposed family room footprint and extended to a depth of about 6½ feet. Both
Test Pit/Hand Auger B-1 and B-2 encountered undocumented fill in the upper 2 and
4½ feet, respectively. This fill consisted of dark brown to reddish brown, silty sand to
clayey sand to sandy clay, that was moist to wet, and relatively loose to medium stiff.
Below that depth, bedrock termed old paralic deposits was encountered. Groundwater
was not encountered.
LABORATORY TESTING
Laboratory tests were performed on representative samples of site earth materials in order
to evaluate their physical characteristics. The results of our testing are summarized as
follows:
l.
(j
Moisture-Density Relations
The field moisture contents and dry unit weights were determined for selected samples in
the laboratory. Testing was performed in general accordance with ASTM D 2937 and
ASTM D 2216. The dry unit weight was determined in pounds per cubic foot (pcf), and the
field moisture content was determined as a percentage of the dry weight. The results of
these tests are shown below.
SAMPLE DRY MOISTURE DEGREE OF DESCRIPTION DENSITY CONTENT LOCATION (PCF) (%) SATURATION
B-1 @ 2' Silty Sand, Reddish Brown 120.2 5.1 36.2
B-2@ 2' Silty Sand, Reddish Brown 119.8 10.5 73.2
Expansion Index
Testing was performed on a representative soil sample in general accordance with ASTM
D 4829. Test results and the soil's expansion potential are presented in the following table.
isAMPLE LOCATION ! DESCRIPTION EXPANSION INDEX I EXPANSION POTENTIAL I
I B-2 @ 0.5'-1.5' I Clayey Sand 8 I Very Low /
Particle-Size Analysis
A particle-size evaluation was performed on a representative, soil sample (B-2@ 0.5'-1.5')
in general accordance with ASTM D 422-63. The testing was utilized to evaluate the soil
classification in accordance with the Unified Soil Classification System (USCS). The results
of the particle-size evaluation indicate that the tested soil is a Clayey Sand (SC).
Saturated Resistivity, pH, and Soluble Sulfates, and Chlorides
GSI conducted sampling of onsite earth materials for general soil corrosivity and soluble
sulfates, and chlorides testing. The testing included evaluation of soil pH, soluble sulfates,
chlorides, and saturated resistivity. Test results are presented in the following table:
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SATURATED SOLUBLE SOLUBLE
SAMPLE LOCATION pH RESISTIVITY SULFATES CHLORIDES
(ohm-cm) (% bv Mass) loom)
I B-3 Comeosite I 8.63 I 4.200 I 0.019 I 189 I
Corrosion Summary
Laboratory testing indicates that tested samples of the on site soils are moderately alkaline
with respect to soil acidity/alkalinity, are moderately corrosive to exposed, buried metals
when saturated; present negligible (SO, per ACI 318R-14) sulfate exposure to concrete;
and chloride exposure is slightly elevated. Reinforced concrete mix design for foundations,
slab-on-grade floors, and pavements should minimally conform to "Exposure Classes SO,
WO, and C1" in Table 19.3.1.1 of ACI 31 BR-14, as concrete would likely be exposed to
moisture. It should be noted that GSI does not consult in the field of corrosion
engineering. The client and project architect should agree on the level of corrosion
protection required for the project and seek consultation from a qualified corrosion
consultant as warranted. Conformation testing is recommended upon the completion of
rough grading.
BEARING VALUE
Based on a review of Table 1806.2 of the 2016 California Building Code ([2016 CBC],
California Building Standards Commission [CBSC], 2016a), an allowable bearing value of
2,000 pounds per square foot (psf) may be assumed for continuous footings, a minimum
12 inches wide and 12 inches deep (below lowest adjacent grade [excluding soft soils,
landscape zones, slab and underlayment thickness, etc.I), bearing on suitable, approved
soil. The existing foundations appear to be at least 12 inches deep and it is anticipated
that depths for any new footings will likely be deeper than those indicated above, in order
to penetrate any loose, near surface soils. Any new footings would need to completely
penetrate those soils. New footing depths would be based on conditions exposed within
the footing excavation. The allowable bearing value may be increased by 20 percent for
each additional 12 inches in depth of embedment, into approved suitable bearing soil, to
a maximum value of 2,500 psf. The above values may be increased by one-third when
considering short duration seismic or wind loads. Differential settlement may be minimally
assumed as 1 inch in a 40-foot span, provided the footing bears on suitable, competent
and similar earth materials, approved by GSI. Foundations should be designed for all
applicable surcharge loads and should consider the inherent corrosive environment.
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LATERAL PRESSURE
Total Lateral Resistance (fLR) for shallow foundations is provided by the friction along the
footing bottoms and the passive pressure across footing faces in contact with either fill or
natural soil deposits. The TLR is influenced by the depth of the footing and the cohesion
(or apparent cohesion) of the soil material. The normal force or dead load on the footing
from the overlying structure will influence the amount of frictional resistance. For sands,
or predominantly sandy soils, this friction is higher than clay or clayey/silty soils. No direct
shear laboratory tests were performed for this earth material on this project. As such, the
empirical approach to the TLR and vertical bearing of the soil was derived from an
expansion index, sieve analysis, soil(s) description and the use of Table 1806.2 of the
2016 CBC (CBC, 2016a).
The TLR for the sandy soils onsite that comprise compacted fill may be taken as an
equivalent fluid of 150 pcf (150 psf/ft of depth) per foot of depth. This may be added to the
frictional resistance of the sandy earth material using a coefficient of 0.25 when combined
with the normal (dead load) force. When combining the frictional and passive components
of the TLR, the passive value should be reduced by 1/s (one-third). The total maximum
lateral bearing pressure of 2,000 psf may be used for this site unless further testing and
analysis is performed. GSI believes this to be a reasonably conservative value considering
the limited site data and testing that was authorized by the project owner. Please note that
if foundations for either the main or appurtenant structures are pile or pier supported, the
frictional value noted above should be neglected.
SEISMIC DESIGN
General
It is important to keep in perspective that in the event of an upper bound (maximum
probable) or credible earthquake occurring on any of the nearby major faults, strong
ground shaking would occur in the subject site's general area. Potential damage to any
structure(s) would likely be greatest from the vibrations and impelling force caused by the
inertia of a structure's mass than from those induced by the hazards listed above. This
potential would be no greater than that for other existing structures and improvements in
the immediate vicinity.
Seismic Shaking Parameters
Based on the site conditions, the following table summarizes the updated site-specific
design criteria obtained from the 2016 CBC (CBSC, 2016a), Chapter 16 Structural Design,
Section 1613, Earthquake Loads. The computer program "U.S. Seismic Design Maps,"
provided by the Structural Engineers Association of California and California's Office of
Statewide Health Planning and Development (2019), was utilized to aid with design. The
short spectral response utilizes a period of 0.2 seconds.
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2016 CBC SEISMIC DESIGN PARAMETERS
PARAMETER VALUE 2016 CBC
REFERENCE
Risk Category II Table 1604.5
Site Class D Section 1613.3.2/ASCE 7-10
(p. 203-205)
Spectral Response -(0.2 sec), S, 1.13 g Section 1613.3.1
Figure 1613.3.1 (1)
Spectral Response -(1 sec), S, 0.434 g Section 1613.3.1
Figure 1613.3.1 (2)
Site Coefficient. Fa 1.048 Table 1613.3.3(1)
Site Coefficient, F v 1.566 Table 1613.3.3(2)
Maximum Considered Earthquake Spectral 1.184g Section 1613.3.3
Response Acceleration (0.2 sec), s., (Eqn 16-37)
Maximum Considered Earthquake Spectral 0.68 g Section 1613.3.3
Response Acceleration (1 sec), SM, (Eqn 16-38)
5% Damped Design Spectral Response 0.789 g Section 1613.3.4
Acceleration (0.2 sec), S0, (Eqn 16-39)
5% Damped Design Spectral Response 0.453 g Section 1613.3.4
Acceleration (1 sec), S01 (Eqn 16-40)
PGA. -Probabilistic Vertical Ground Acceleration may be 0.468 g ASCE 7-10 (Eqn 11.8.1) assumed as about 50% of these values.
Seismic Design Category D Section 1613.3.5/ASCE 7-10
(Table 11.6-1 or 11.6-2\
GENERAL SEISMIC PARAMETERS
PARAMETER VALUE
Distance to Seismic Source (Newport-Inglewood Fault) ct5.6 mi (9.0 km)"'
Upper Bound Earthquake (Newport-Inglewood Fault) Mw = 7.1(21
I "' -From Blake (2000)
"' -Cao, et al. (2003) I
Conformance to the criteria above for seismic design does not constitute any kind of
guarantee or assurance that significant structural damage or ground failure will not occur
in the event of a large earthquake. The primary goal of seismic design is to protect life, not
to eliminate all damage, since such design may be economically prohibitive. Cumulative
effects of seismic events are not addressed in the 2016 CBC (CBSC, 2016a) and regular
maintenance and repair following locally significant seismic events (i.e., Mw5.5) will likely
be necessary, as is the case in all of southern California.
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DEVELOPMENT CRITERIA
Soil Preparation
Any soil preparation should minimally conform to the guidelines presented in the
2016 CBC (CBSC, 2016a), and the City. When Code references are not equivalent, the
more stringent code should be followed. During construction, all site preparation and the
general procedures of the contractor should be observed and the fill selectively tested by
a representative(s) of GSI. If unusual or unexpected conditions are exposed in the field,
they should be reviewed by this office and if warranted, modified and/or additional
recommendations will be offered. All applicable requirements of local and national
construction and general industry safety orders, the Occupational Safety and Health Act,
and the Construction Safety Act should be met. Type B soils may be assumed per
Cal-OSHA. GSI does not consult in the area of safety engineering. The contractor is
responsible for the safety of construction workers onsite.
Loose and/or compressible materials appear to occur at the surface, overlying suitable
bearing material. During our field sampling, a near surface layer of loose undocumented
fill was observed throughout the site and should be mitigated. At a minimum, any slab
subgrade should be scarified and moisture conditioned to a depth of at least 12 inches,
then compacted to at least 95 percent relative compaction per ASTM D 1557. Deeper
remedial soil mitigation may be necessary, based on conditions exposed during
construction. Should processing and/or removal and recompaction not occur, the slab
would be subject to settlement and subsequent distress. As an alternative to processing
and/or removal, the slab may be designed as a structural slab, not relying on the
underlying soil for support, but spanning between footings, in accordance with the
structural engineers' recommendations
Foundations
Current laboratory testing indicates that the onsite soils exhibit expansion index values of
less than 21. As such, site soils do not appear to meet the criteria of detrimentally
expansive soils as defined in Section 1803.5.2 of the 2016 CBC (CBSC, 2016a).
Reinforced concrete mix design for new foundations, slab-on-grade floors, and pavement
should minimally conform to Exposure Classes SO, WO, and C1, per ACI 318-14. GSI does
not practice in the field of corrosion engineering. Accordingly, consultation from a qualified
corrosion engineer may be obtained, based on the level of corrosion protection
requirements by the project architect and structural engineer.
From a geotechnical viewpoint, foundation construction should minimally conform to the
following:
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1 . New exterior and interior footings for one-story floor loads should be founded at a
minimum depth of 12 inches below the lowest adjacent grade, or embedded at least
12 inches into GSI approved suitable bearing material, whichever is deeper.
Footing widths should be per Code. Isolated pad footings should be 24 inches
square, by 24 inches deep, and minimally embedded at least 24 inches into GSI
approved suitable bearing soil, whichever is deeper. If the loose surficial soil is not
removed and recompacted, the footings should extend through the surficial soil,
and the dimensions for embedment will increase by the thickness of the surficial
soil.
2. All new footings should be minimally reinforced with four No. 4 reinforcing bars, two
placed near the top and two placed near the bottom of the footing. Isolated pad
footing reinforcement should be per the structural engineer.
3. New Interior and exterior column footings should be tied together via grade beams
in at least one direction to the main foundation. The grade beam should be at least
12 inches square in cross section, and should be provided with a minimum of two
No.4 reinforcing bars at the top, and two No.4 reinforcing bars at the bottom of the
grade beam. The base of the reinforced grade beam should be at the same
elevation as the adjoining footings.
4. A minimum concrete slab-on-grade thickness of 4.5 inches is recommended for any
new concrete slabs. Please note that if the loose existing surficial soil is not
removed and recompacted, such soils, if left under the new slab, would be subject
to excessive settlement. Accordingly, if this is the case, the slab should be
designed as a structural slab, with the slab spanning between footings embedded
in bedrock, and not relying on the soil for support.
5. New concrete slabs should be reinforced with a minimum of No. 3 reinforcement
bars placed at 18 inches on center, in two horizontally perpendicular directions
(i.e., long axis and short axis).
6. All slab reinforcement should be supported to ensure proper mid-slab height
positioning during placement of the concrete. "Hooking" of reinforcement is not an
acceptable method of positioning.
7. Slab subgrade pre-soaking is recommended for these soil conditions. Slab
subgrade should be pre-wetted to at least the soils optimum moisture content, to
a depth of 12 inches, prior to the placement of the underlayment sand and vapor
retarder.
8. Loose and/or compressible materials likely occur at the surface, overlying suitable
bearing material. As such, a deeper footing will likely be recommended, and should
be anticipated should any new foundations be planned. The depth of the deepened
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footing should be evaluated prior to the placement of reinforcing steel and the
forming of foundational concrete.
9. The loose superficial soils under the slab should be removed and recompacted to
90 percent of the laboratory standard. Should these removals not be performed,
then any new slab would need to be designed as a structural slab, not relying on
the soil for support, and spanning between foundations.
10. New foundations should maintain a minimum 7-foot horizontal distance between the
base of the footing and any adjacent descending slope, and minimally comply with
the guidelines per the 2016 CBC (CBSC, 2016a). This may also result in a deeper
footing.
New Floor Slabs
GSI has evaluated the potential for vapor or water transmission through any new concrete
floor slabs, in light of typical floor coverings, improvements, and use. Please note that slab
moisture emission rates range from about 2 to 27 lbs/24 hours/1,000 square feet from a
typical slab (Kanare, 2005), while floor covering manufacturers generally recommend
about 3 lbs/24 hours as an upper limit. The recommendations in this section are not
intended to preclude the transmission of water or vapor through the foundation or slabs.
Foundation systems and slabs shall not allow water or water vapor to enter into the
structure so as to cause damage to another building component or to limit the installation
of the type of flooring materials typically used for the particular application (State of
California, 2019). These recommendations may be exceeded or supplemented by a water
"proofing" specialist, project architect, or structural consultant. Thus, the client will need
to evaluate the following in light of a cost vs. benefit analysis (owner expectations and
repairs/replacement), along with disclosure to all interested/affected parties. It should also
be noted that vapor transmission will occur in new slab-on-grade floors as a result of
chemical reactions taking place within the curing concrete. Vapor transmission through
concrete floor slabs as a result of concrete curing has the potential to adversely affect
sensitive floor coverings depending on the thickness of the concrete floor slab and the
duration of time between the placement of concrete, and the floor covering. It is possible
that a slab moisture sealant may be needed prior to the placement of sensitive floor
coverings if a thick slab-on-grade floor is used and the time frame between concrete and
floor covering placement is relatively short.
Considering the E.I. test results presented herein, and known soil conditions in the region,
the anticipated typical water vapor transmission rates, floor coverings, and improvements
(to be chosen by the Client and/or project architect) that can tolerate vapor transmission
rates without significant distress, the following alternatives are provided:
• Non-vehicular concrete slab-on-grade floors should be thicker than 4 ½ inches.
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• Concrete slab underlayment should consist of a 15-mil vapor retarder, or equivalent,
with all laps sealed per the 2016 CBC and the manufacturer's recommendation.
The vapor retarder should comply with the ASTM E 17 45 -Class A criteria, and be
installed in accordance with American Concrete Institute (ACI) 302.1 R-04 and ASTM
E 1643. An example of a vapor retarder product that complies with ASTM
E 17 45 -Class A criteria is Stego Industries, LLC's Stego Wrap.
• The 15-mil vapor retarder (ASTM E 1745 -Class A) shall be installed per the
recommendations of the manufacturer, including all penetrations (i.e., pipe, ducting,
rebar, etc.).
• Concrete slabs, shall be underlain by 2 inches of clean, washed sand (SE > 30)
above a 15-mil vapor retarder (ASTM E-1745-ClassA, per Engineering Bulletin 119
[Kanare, 2005]) installed per the recommendations of the manufacturer, including
all penetrations (i.e., pipe, ducting, rebar, etc.). The manufacturer shall provide
instructions for lap sealing, including minimum width of lap, method of sealing, and
either supply or specify suitable products for lap sealing (ASTM E 1745), and per
code.
•
ACI 302.1 R-04 (2004) states "If a cushion or sand layer is desired between the
vapor retarder and the slab, care must be taken to protect the sand layer from
taking on additional water from a source such as rain, curing, cutting, or cleaning.
Wet cushion or sand layer has been directly linked in the past to significant
lengthening of time required for a slab to reach an acceptable level of dryness for
floor covering applications." Therefore, additional observation and/or testing will be
necessary for the cushion or sand layer for moisture content, and relatively uniform
thicknesses, prior to the placement of concrete.
The vapor retarder should be underlain by a capillary break consisting of at least
2 inches of clean sand (SE 30, or greater) (see NOTE below). The vapor retarder
should be sealed to provide a continuous retarder under the entire slab, as
discussed above.
• Concrete should have a maximum water/cement ratio of 0.50. This does not
supercede Table 19.3.1.1 of ACI (2014a) for corrosion or other corrosive
requirements (such as coastal, location, etc.). Additional concrete mix design
recommendations should be provided by the structural consultant and/or
waterproofing specialist. Concrete finishing and workablity should be addressed
by the structural consultant and a waterproofing specialist.
• Where slab water/cement ratios are as indicated herein, and/or admixtures used,
the structural consultant should also make changes to the concrete in the grade
beams and footings in kind, so that the concrete used in the foundation and slabs
are designed and/or treated for more uniform moisture protection.
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• The owner(s) should be specifically advised which areas are suitable for tile flooring,
vinyl flooring, or other types of water/vapor-sensitive flooring and which are not
suitable. In all planned floor areas, flooring shall be installed per the manufactures
recommendations.
• Additional recommendations regarding water or vapor transmission should be
provided by the architect/structural engineer/slab or foundation designer and
should be consistent with the specified floor coverings indicated by the architect.
Regardless of the mitigation, some limited moisture/moisture-vapor transmission through
the slab should be anticipated. Construction crews may require special training for
installation of certain product(s), as well as concrete finishing techniques. The use of
specialized product(s) should be approved by the slab designer and water-proofing
consultant. A technical representative of the flooring contractor should review the slab and
moisture retarder plans and provide comment prior to the construction of the foundations
or improvements. The vapor retarder contractor should have representatives onsite during
the initial installation.
Planting
Water has been shown to weaken the inherent strength of all earth materials. Only the
amount of irrigation necessary to sustain plant life should be provided. Over-watering
should be avoided as it can adversely affect site improvements, and cause perched
groundwater conditions. Plants selected for landscaping should be light weight, deep
rooted types that require little water and are capable of surviving the prevailing climate.
Utilizing plants other than those recommended above will increase the potential for
perched water, staining, mold, etc., to develop. A rodent control program to prevent
burrowing should be implemented. These recommendations regarding plant type,
irrigation practices, and rodent control should be provided to all interested/affected parties.
Drainage
Adequate lot surface drainage is a very important factor in reducing the likelihood of
adverse performance of foundations and hardscape. Surface drainage should be sufficient
to prevent ponding of water anywhere on the property, and especially near structures. Lot
surface drainage should be carefully taken into consideration during landscaping.
Therefore, care should be taken that future landscaping or construction activities do not
create adverse drainage conditions. Positive site drainage within the property should be
provided and maintained at all times. Water should be directed away from foundations and
not allowed to pond and/or seep into the ground. In general, the area within 5 feet around
a structure should slope away from the structure. We recommend that unpaved lawn and
landscape areas have a minimum gradient of 1 percent sloping away from structures, and
whenever possible, should be above adjacent paved areas. Consideration should be
given to avoiding construction of planters adjacent to structures. Site drainage should be
directed toward the street or other approved area(s). Although not a geotechnical
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2640 Highland Dr., Carlsbad
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requirement, roof gutters, downspouts, or other appropriate means may be utilized to
control roof drainage. Downspouts, or drainage devices should outlet a minimum of 5 feet
from structures or into a subsurface drainage system. Areas of seepage may develop due
to irrigation or heavy rainfall, and should be anticipated. Minimizing irrigation will lessen
this potential. If areas of seepage develop, recommendations for minimizing this effect
could be provided upon request.
Landscape Maintenance
Only the amount of irrigation necessary to sustain plant life should be provided.
Over-watering the landscape areas will adversely affect existing and proposed site
improvements. We would recommend that any proposed open-bottom planters adjacent
to proposed structures be eliminated for a minimum distance of 10 feet. As an alternative,
closed-bottom type planters could be utilized. An outlet placed in the bottom of the
planter, could be installed to direct drainage away from structures or any exterior concrete
flatwork. If planters are constructed adjacent to structures, the sides and bottom of the
planter should be provided with a moisture retarder to prevent penetration of irrigation
water into the subgrade. Provisions should be made to drain the excess irrigation water
from the planters without saturating the subgrade below or adjacent to the planters.
Consideration should be given to the type of vegetation chosen and their potential effect
upon surface improvements (i.e., some trees will have an effect on concrete flatwork with
their extensive root systems). From a geotechnical standpoint leaching is not
recommended for establishing landscaping. If the surface soils are processed for the
purpose of adding amendments, they should be recompacted to 90 percent minimum
relative compaction.
Gutters and Downspouts
As previously discussed in the drainage section, the installation of gutters and downspouts
should be considered to collect roof water that may otherwise infiltrate the soils adjacent
to the structures. If utilized, the downspouts should be drained into PVC collector pipes
or non-erosive devices that will carry the water away from the house. Downspouts and
gutters are not a geotechnical requirement provided that positive drainage is incorporated
into project design (as discussed previously).
Subsurface and Surface Water
Subsurface and surface water are generally not anticipated to significantly affect site
development, provided that the recommendations contained in this report are properly
incorporated into final design and construction and that prudent surface and subsurface
drainage practices are incorporated into the construction plans. Perched groundwater
conditions along zones of contrasting permeabilities may not be precluded from occurring
in the future due to site irrigation, poor drainage conditions, or damaged utilities, and
should be anticipated. Should perched groundwater conditions develop, this office could
assess the affected area(s) and provide the appropriate recommendations to mitigate the
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observed groundwater conditions. Groundwater conditions may change with the
introduction of irrigation, rainfall, or other factors.
Site Improvements
Recommendations for exterior concrete flatwork design and construction can be provided
upon request. If in the future, any additional improvements (e.g., pools, spas, etc.) are
planned for the site, recommendations concerning the geological or geotechnical aspects
of design and construction of said improvements are recommended to be provided at that
time. This office should be notified in advance of any fill placement, grading of the site, or
trench backfilling after rough grading has been completed. This includes any grading,
utility trench, and retaining wall backfills.
Footing Trench Excavation
All footing excavations for any new foundations, should be observed by a representative
of this firm subsequent to trenching and prior to concrete form and reinforcement
placement. The purpose of the observations is to verify that the excavations are made into
the recommended bearing material and to the minimum widths and depths recommended
for construction. If loose or compressible materials are exposed within the footing
excavation, a deeper footing or removal and recompaction of the subgrade materials
would be recommended at that time. The Client may want to consider having a
representative of GSI onsite at the start of foundation trenching to evaluate the depth to
competent, bearing soils and to provide recommendations to the contractor for footing
embedment of any new foundations. Footing trench spoil and any excess soils generated
from utility trench excavations should be compacted to a minimum relative compaction of
90 percent, if not removed from the site.
Trenching
Considering the nature of the onsite soils, it should be anticipated that caving or sloughing
could be a factor in subsurface excavations and trenching. Shoring or excavating the
trench walls at the angle of repose (typically 25 to 45 degrees) may be necessary and
should be anticipated. All excavations should be observed by one of our representatives
and minimally conform to Cal-OSHA and local safety codes.
Utility Trench Backfill
1. All interior utility trench backfill should be brought to at least optimum moisture
content and then compacted to obtain a minimum relative compaction of90 percent
of the laboratory standard. As an alternative for shallow (12-inch to 18-inch)
under-slab trenches, sand having a sand equivalent value of 30, or greater, may be
utilized and jetted or flooded into place. Observation, probing, and testing should
be provided to verify the desired results.
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2. Exterior trenches adjacent to, and within, areas extending below a 1 :1 plane
projected from the outside bottom edge of the footing, and all trenches beneath
hardscape features and in slopes, should be compacted to at least 90 percent of
the laboratory standard. Sand backfill, unless excavated from the trench, should
not be used in these backfill areas. Compaction testing and observations, along
with probing, should be accomplished to verify the desired results.
3. All trench excavations should conform to Cal-OSHA and local safety codes.
4. Utilities crossing grade beams, perimeter beams, or footings should either pass
below the footing or grade beam utilizing a hardened collar or foam spacer, or pass
through the footing or grade beam in accordance with the recommendations of the
structural engineer.
SUMMARY OF RECOMMENDATIONS REGARDING
GEOTECHNICAL OBSERVATION AND TESTING
We recommend that observation and/or testing be performed by GSI at each of the
following construction stages that may occur.
•
•
•
•
•
•
•
•
•
During grading/recertification .
During significant excavation (i.e., higher than 4 feet) .
During placement of subdrains or other subdrainage devices, prior to placing fill
and/or backfill.
After excavation of building footings, retaining wall footings, and free standing walls
footings, prior to the placement of reinforcing steel or concrete.
Prior to pouring any slabs or flatwork, after presoaking/presaturation of building
pads and other flatwork subgrade, before the placement of concrete, reinforcing
steel, capillary break (i.e., sand, pea-gravel, etc.), or vapor retarders
(i.e., visqueen, etc.).
During retaining wall subdrain installation, prior to backfill placement.
During placement of backfill for area drain, interior plumbing, utility line trenches,
and retaining wall backfill.
During slope construction/repair .
When any unusual soil conditions are encountered during any construction
operations, subsequent to the issuance of this report.
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• When any improvements, such asflatwork, spas, pools, walls, etc., are constructed.
• A report of geotechnical observation and testing should be provided at the
conclusion of each of the above stages, in order to provide concise and clear
documentation of site work, and/or to comply with code requirements.
OTHER DESIGN PROFESSIONALS/CONSULTANTS
The design civil engineer, structural engineer, architect, landscape architect, wall designer,
etc., should review the recommendations provided herein, incorporate those
recommendations into all their respective plans, and by explicit reference, make this report
part of their project plans. This report presents minimum design criteria for the design of
slabs, foundations and other elements possibly applicable to the project. These criteria
should not be considered as substitutes for actual designs by the structural
engineer/designer. The structural engineer/designer should analyze actual soil-structure
interaction and consider, as needed, bearing, expansive soil influence, and strength,
stiffness and deflections in the various slab, foundation, and other elements in order to
develop appropriate, design-specific details. As conditions dictate, it is possible that other
influences will also have to be considered. The structural engineer/designer should
consider all applicable codes and authoritative sources where needed. If analyses by the
structural engineer/designer result in less critical details than are provided herein as
minimums, the minimums presented herein should be adopted. It is considered likely that
some, more restrictive details will be required. If the structural engineer/designer has any
questions or requires further assistance, they should not hesitate to call or otherwise
transmit their requests to GSI. In order to mitigate potential distress, the foundation and/or
improvement's designer should confirm to GSI and the governing agency, in writing, that
the proposed foundations and/or improvements can tolerate the amount of differential
settlement and/or expansion characteristics and design criteria specified herein.
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LIMITATIONS
The materials encountered on the project site and utilized for our analysis are believed
representative of the area; however, soil and bedrock materials vary in character between
excavations and natural outcrops or conditions exposed during mass grading. Site
conditions may vary due to seasonal changes or other factors.
Inasmuch as our study is based upon our review, engineering analyses, and laboratory
data, the conclusions and recommendations presented herein are professional opinions.
These opinions have been derived in accordance with current standards of practice, and
no warranty is express or implied. Standards of practice are subject to change with time.
This report has been prepared for the purpose of providing soil design parameters derived
from testing of a soil sample received at our laboratory, and does not represent an
evaluation of the overall stability, suitability, or performance of the property for the
proposed development. GSI assumes no responsibility or liability for work or testing
performed by others, or their inaction; or work performed when GSI is not requested to be
onsite, to evaluate if our recommendations have been properly implemented. Use of this
report constitutes an agreement and consent by the user to all the limitations outlined
above, notwithstanding any other agreements that may be in place. In addition, this report
may be subject to review by the controlling authorities. Thus, this report brings to
completion our scope of services for this portion of the project.
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The opportunity to be of service is sincerely appreciated. If you should have any
questions, please do not hesitate to contact our office.
~P-1 ohn P. Fran Ii
Engineering Geologist, CEG 1340
MJS/DWS/JPF/jh
Attachment: Appendix -References
Distribution: (3) Addressee (two wet sign/stamp)
Hellos Property Solutions, LLC
2640 Highland Or., Carlsbad
File:e:\wp1 2\7500\7599a.lge GeoSoils, Inc.
David W. Skelly
. ACE 4785
12-1a; I ,q I
IV\\.
Civil Engineer, ACE 47857
W.O. 7599-A-SC
April 4, 2019
Page 16
APPENDIX
REFERENCES
American Concrete Institute, 2014a, Building code requirements for structural concrete
(ACI 318-14), and commentary (ACI 318R-14): reported by ACI Committee 318,
dated September.
__ , 2014b, Building code requirements for concrete thin shells (ACI 318.2-14), and
commentary (ACI 318.2R-14), dated September.
__ , 2004, Guide for concrete floor and slab construction: reported by ACI Committee
302; Designation ACI 302.1 R-04, dated March 23.
American Society for Testing and Materials (ASTM), 1998, Standard practice for installation
of water vapor retarder used in contact with earth or granular fill under concrete
slabs, Designation: E 1643-98 (Reapproved 2005).
__ , 1997, Standard specification for plastic water vapor retarders used in contact with
soil or granular fill under concrete slabs, Designation: E 1745-97 (Reapproved
2004).
American Society of Civil Engineers, 2014, Supplement No. 2, Minimum design loads for
buildings and other structures, ASCE Standard ASCE/SEI 7-10, dated
September 18.
__ , 2013a, Expanded seismic commentary, minimum design loads for buildings and
other structures, ASCE Standard ASCE/SEI 7-1 0 (included in third printing).
, 2013b, Errata No. 2, minimum design loads for buildings and other structures,
ASCE Standard ASCE/SEI 7-10, dated March 31.
, 2013c, Supplement No. 1 , minimum design loads for buildings and other structures,
ASCE Standard ASCE/SEI 7-10, dated March 31.
Blake, Thomas F., 2000, EQFAULT, A computer program for the estimation of peak
horizontal acceleration from 3-D fault sources; Windows 95/98 version.
California Building Standards Commission, 2016a, California Building Code, California
Code of Regulations, Title 24, Part 2, Volume 2 of 2, based on the 2015 International
Building Code, 2016 California Historical Building code, Title 24, Part 8, 2016
California Existing Building Code, Title 24, Part 10, and the 2015 International
Existing Building Code.
__ , 2016b, California Building Code, California Code of Regulations, Title 24, Part 2,
Volume 1 of 2, Based on the 2015 International Building Code.
GeoSoils, Inc.
__ , 2016c, California green building standard code of regulations, Title 24, Part 11,
ISBN 978-1-60983-462-3.
California Office of Statewide Health Planning and Development (OSHPD), 2019, Seismic
design maps, https://seismicmaps.org/.
Cao, T., Bryant, W.A., Rowshandel, B., Branum, D., and Willis, C.J., 2003, The revised 2002
California probalistic seismic hazard maps, dated June,
http://www.conversation.ca.gov/cgs/rghm/psha/fault_parameters/pdf/documents
/2002 _ ca_ hazardmaps.pdf.
Kanare, H.M., 2005, Concrete floors and moisture, Engineering Bulletin 119, Portland
Cement Association.
Sowers and Sowers, 1979, Unified soil classification system (After U. S. Waterways
Experiment Station and ASTM 02487-667) in Introductory soil mechanics, New York.
State of California, 2019, Civil Code, Sections 895 et seq.
Structural Engineers Association of California and California Office of Statewide Health
Planning and Development, 2019, Seismic design maps, https://seismicmaps.org/
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Page 2
(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#: CBR2020-0227 =-=-'-'--'--=--------------
Project Address: 2640 HIGHLAND DR -------------------
Assessor's Parcel #: 1561300900 -~-----------------
Project Applicant:
(Owner Name)
Residential Square Feet:
New/Additions: 828
MAY O 8 2020
-------------------
Second Dwelling Unit: -------------------
Commer c i a I Square Feet:
New/Additions: -------------------
City Certification:City of Carlsbad Building Division Date: 01/29/2020
Certification of ApplicanUOwners. 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 executing this
declaration is authorized to sign on behalf of the Owner.
Ill Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009
Phone: (760) 331-5000
;a Encinitas Union School District
101 South Rancho Santa Fe Rd
Encinitas, CA 92024
Phone: (760) 944-4300 x1166
1!1jt:IJ San Dieguito Union H.S. District
684 Requeza Dr.
Encinitas, CA 92024
Phone: (760) 753-6491 Ex15514
(By Appl. Only)
,. San Marcos Unified Sch. District
255 Pico Ave Ste. 100
San Marcos, CA 92069
Phone: (760) 290-2649
Contact: Katherine Marcelja
(By Appl.only)
llll 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))
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.
Signature of Authorized School District Official: Qr . B £ \1\.10. VV\ \ V\
Title: <;;voCk] V\ -t'--tV\u\-eV\.-t' Date: 6 /2 /2-0
r CARLSBAD UNIFIED SCHOOL DISTRICT
Name of School District: _ _.c.c622::c.:5:...:Ec.c.L..:.;CA-"'MC'-CIN.:..:c0..c..R.:c..EA--'L _________ Phone: J (.p O..,. ~ '3 \ -GD 0
CARLSBAD, CA 92009
Community & Economic Development -Building Division
16:\S Faradav Avenue I Carlsbad. CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov
{ City of
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
This checklist is intended to assist building permit applicants identify which Climate Action Plan (CAP) ordinance
requirements apply to their projects. The completed checklist must be included in the building permit application. 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.
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
.,. If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
an explanation must be provided to the satisfaction of the Building Official.
.,. Details on CAP ordinance requirements are available on the city's website .
.,. A CAP Building Plan template (form B-55) shall be added to the title page all building plans. This template shall be
completed to demonstrate project compliance with the CAP ordinances. Refer to the building application webpage and
download the latest form.
Project Name/Building
Permit No.:
Property Address/APN:
Applicant Name/Co.:
Applicant Address:
Contact Phone:
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
Contact Phone:
Contact Email:
Applicant Signature: _--z__,,,.,,__,,,_~4;-·<-=~-J'---'-·--=-----Date:
8-50 Page 1 of6 Revised 08/19
City.of Carlsbad Climate Action Plan Consistency Checklist
Use the table below to determine which sections of the Ordinance Compliance checklist are applicable to your project.
For alterations and additions to existing buildings, attach Building Permit Valuation worksheet.
Building Permit Valuation (BPV) from worksheet: $ ! l 1, l/ f: ~ C.2
~ Residential
□ New construction
}" Additions and alterations:
□ BPV < $60,000
)8:: BPV 2: $60,000
□ Electrical service panel upgrade only
□ BPV 2: $200,000
D Nonresidential
□ New construction
□ Alterations:
□ BPV 2: $200,000 or additions 2: 1,000
square feet
□ BPV 2: $1,000,000
□ 2: 2,000 sq. ft. new roof addition
1. Energy Efficiency
Low-rise
NIA
~ '
"½•-~Y
1A, 4A'
High-fise
I1B, 2B, 3B,4A
N/A
4A
1B, 4A'
1 B, 2B, 3B, 4B and 5
1B,5
1B,2B,5
2B, 5
A high-rise residential building is 4 or more stories, including a
mixed-use building in which at least 20% of its conditioned floor
area is residential use
All residential additions and alterations
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 2: 75% existing gross floor area
1 B also applies if BPV 2: $200,000
Please refer to Cartsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CAL Green) for
more information when completing this section.
A Residential addition or alteration? $60,000 building penmlt valuation.
See CMC section 18.30.190.
Year Built Single.family Requirements
□ Before 1978 Select one:
□ Duct sealing □ Attic insulation □ Cool roof
□ 1978 and later Select one:
□ Lighting package □ Water heating Package
□ Between 1978 and 1991
)!q1992 and later
□ N/A ________ _
□ Exception: Home energy score~ 7
(attach certificatior)
Multi.family Requirements
□ Attic insulation
Select one:
□ Duct sealing □ Attic insulatior □ Cool roof
Select one:
□ Lighting package □ Water heating package
B. 0 Nonresidential' new construction or alterations ? $200,000 building penmit valuation,
or additions ? 1,000 square feel □ N/A
Updated 8/15/2019 2
City of Carlsbad Climate Action Plan Consistency Checklist
4. Electric Vehicle Charging
A '@ Residential New construction and major alterations•
~se refer to Carlsbad Ordinance CMC section 18.21.140 when com letin this section.
te and two-family residential dwelling or townhouse with attached garag~
One EVSE Ready parking space required ~xceplion: l'.U\,t'_ JI tl.e~ oea.
D Multi-family residential: D Exception : (.o, r ["'<nrf G>Ocn:i .. ,-e_
Total Par1<ing Spaces EVSESoaces
Proposed Capable Readv
Calculations: Total EVSE spaces= .10 x Total parking (rounded upto nearest whole number)
EVSE Installed = Total EVSE Spaces x .50 (rounded up to nearest whole number)
EVSE other= Total EVSE spaces -EVSE Installed
(EVSE other may be "Capable," "Ready" or "Installed.")
Installed Total
'Major alterations are: (1) for one and two-family dwellings and townhouses with attached garages, alterations have a building permtt valuation ~ $60,000
or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alterations have a building permit
valuation ~ $200,000, interior finishes are removed and significant site work and upgrades to structural and mechanical, electrical, and/or plumbing
systems are proposed.
B D Nonresidential new construction (includes hotels/motels) D Exception ·
Total Parking Spaces EVSE Spaces
Proposed Capable I Readv I Installed Total
I I
Calculation-Refer to the table below·
Total Number of Par1<ina Soaces orovided Number of roouired EV Soaces Number of mauired EVSE Installed Spaces
D 0-9 1 1
D 10-25 2 1
D 26-50 4 2
D 51-75 6 3
D 76-100 9 5
D 101-150 12 6
D 151-200 17 9
D 201 and over 10 oercent of total 50 oercent of Reauired EV Soaces
Updated 8/15/2019 5
-· ( City of
Carlsbad
ESTIMATE OF
BUILDING PERMIT
FEES
B-40
Development Services
Building Division
1635 Faraday Avenue
760-602-2719
760-602-8558 FAX
www.carlsbadca.gov
C LINDA FAGRELL ontact
Email bonsall5@sbcglobal.net
Phone(s) 760-310-7261
2640 HIGHLAND AVE, CARLSBAD Project Address
APN (Required) 156 -130 -09 -00
Construction Type: I-A 1-8 2-A 2-8 3-A
7/25/19 Date
3-8 ✓ 5-A 5-8
Describe COMMERCIAL use-present & future: (As in: 10,000sf. shell, or, if improving: 5,000sf office to office/ 3,500sfwarehouse to office):
Describe RESIDENTIAL use of Building: (As in: 2300s1 living/B00sf garage/200sf deck):
ADDITION: LIVING 828 SF
DECK333 SF
FIRE SPRINKLERS CAN BE REQUIRED IF ADDITION IS 150 FT FROM CURB, OR ATOP OF GARAGE. ESTIMATE WILL INCLUDE FIRE a
Sprinklered? ✓ Yes No Air Conditioned? ✓ Yes
8-40
■ Click the button to the left to return this document to the Building division.
This action requires ACROBAT PROFESSIONAL. Or, scan and email to
building@carlsbadca.gov or fax to the number listed above.
• Fees may increase without prior notice.
• Costs for other preliminary processes i.e., grading, coastal or landscaping permits,
etc. are not included in this estimate.
• Fees stated herein are best faith estimates only and are not meant as final or
binding.
• Estimates will be returned within 30 days.
Page 1 of 3 Rev. 09/12
No
·PLANNING
Housing
Habitat Mgmt. Plan (HMP)
Village Parking
BUILDING
Building Permit
Plan Check
Strong Motion
Green Building
Edward Valenzuela
760 602-4624
$
$
$
$
$
$
$
N/A
TBD
N/A
Community Facilities Dist. (CFD) $
821.25
574.88
19.00
174.00
N/A
5415.65
182.00
66.00
92.00
287.00
Public Facilities (PFF)
Plumbing
Electrical
Mechanical
Stormwater Permit
$
$
$
$
$
School District CARLSBAD Call 760-331-5000
Fire Sprinklers: Call 760-602-4665
ENGINEERING Chris Glassen
760-602-2784
Bridge & Thoroughfare $
Local Facilities Mgmt. (LFMZ) $
Park in Lieu $
Drainage $
Water Meter Size (Potable) $
Includes meter, connection, SOCWA fees
Meter (Irrigation) Size $
Sewer Connection $
Sewer Benefit $
Traffic Impact $
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56 130 09 00
Remarks: Per Project Per Unit
Habitat fees & habitat permit requirement to be
determined when biologist report is submitted
with the building permit stating what type of
habitat is on the lot (if any).
VALUATION: $154,733
Remarks: ✓ Per Project Per Unit
Estimate was made with fire sprinkler plan for
highest possible valuation.
Fire Sprinklers may be required depending on this
project and you should consult our Fire Prevention
dept to be sure: 760-602-4665
Please contact the following for the associated
fees:
School District(s): Carlsbad 760-331-5000
Remarks: Per Project Per Unit
NO ENGINEERING FEES FOR ADU'S
Rev. 09/12