HomeMy WebLinkAbout2812 ELMWOOD ST; ; CBR2020-2875; PermitBuilding Permit Finaled (city of
Carlsbad
Residential Permit
Print Date: 12/27/2023
Job Address: 2812 ELMWOOD ST, CARLSBAD, CA 92008-1509
Permit No:
Status:
CBR2O2O-2875
Closed -Expired
Permit Type: BLDG-Residential
1561900100
$29,417.86
Work Class: Second Dwelling Unit
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units: 1
Track#:
Lot#:
Project#:
Plan#:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check#:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
Description:
Plan Check#:
485 SF CONVERSION OF ATTACHED GARAGE TO ADU
Property Owner:
PHILLIPS FAMILY
608 RIDGELINE PL
SOLANA BEACH, CA 92075-1416
(858) 688-6861
FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
BUILDING PLAN REVIEW-MINOR PROJECTS (LOE)
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN)
ELECTRICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
MECHANICAL BLDG RESIDENTIAL NEW/ADDITION/REMODEL
PLUMBING BLDG RESIDENTIAL NEW/ADDITION/REMODEL
SB1473 GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION-RESIDENTIAL
Total Fees: $1,090.42 Total Payments To Date:
NOTICE:
$798.42
Applied:
Issued:
Finaled Close Out:
Final Inspection:
INSPECTOR:
Balance Due:
11/06/2020
02/24/2021
AMOUNT
$278.00
$194.60
$194.00
$98.00
$41.00
$175.00
$42.00
$62.00
$2.00
$3.82
$292.00
Please take NOTICE that approval of your project includes the "imposition" of fees, dedications, reservations, or other exactions
collectively referred to as "fees." You have 90 days from the date this permit was issued to protest the imposition of these fees. To protest
the imposed fees, you must follow the protest procedures set forth in Government Code Section 66020(a) and file the protest with the City
Manager. Failure to timely follow the required procedures will bar any subsequent legal action to attack, review, set aside, void, or annul
the imposition of these fees.
You are FURTHER NOTIFIED of your right to request an audit to review the fees imposed on your project. To request an audit, follow the
procedures provided in Government Code Section 66023(a). Additionally, you may file a written request for mailed notice for the public
meeting to review the fee account or fund information related to certain fees that are imposed as a result of the approved permit.
You are FURTHER NOTIFIED that your right to protest the specified fees DOES NOT APPLY to water and sewer connectiontliees 1~pacity
changes, nor planning, zoning, grading or other similar application processing or service ferni\/cfit1·0Gmt~j ,, ,OES
IT APPLY to any fees of which you have previously been given a NOTICE similar to this, and lbiAfut .(;\Jf;;.l,J,o,lhJ,..; p .
Building Division
PERMIT HAS EXPIRED IN ACCORDANCE wIrn C.B.C.
SECTION 106.4.4 AS ~MENDED BY C.l,tC.18.04.0:lO
•ITF 1?\~? 81(1~~TIIRE l~ . ..lli.i~ 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
DocuSig_n Envelope ID AAF82479-72CF-4E09-ABC6-AD2AF051C36F
(_ City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check C:','\l':::,2G20-2l(! l~-
Est. Value 22/5':'C:f-
PC Deposit
Date \\-·l( --.l;,-1
Job Address~ Elmwood St, Carlsbad, CA 92008 Suite: APN: 1561900100 ·-----·
CT /Project #: Can,•r"a"oI.,.s,,,gMachod9a,,,ge,noo ADU w,thk,,chenaadbattimom New0ock Lot#: Year Built: 1957 --------------
Fire Sprinklers: QYEs0 NO Air Conditioning:0 YES Q NO Electrical Panel Upgrade: QYEs0 NO
BRIEF DESCRIPTION OF WORK: _ .1 ___________ QD\Ls:J::~t C:,-~C\.((\C\~ ~1'Q f\.Q __ ~,
0 Addition/New: _____ Living SF, ____ Deck SF, ____ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? OY ON New Fireplace? OY ON, if yes how many? __
~Remodel:485 SF of affected area Is the area a conversion or change of use? 0Y ON
0 Pool/Spa: ____ SF Additional Gas or Electrical Features? ------------
osolar: ___ KW, ___ Modules, Mounted:0Roof 0Ground, Tilt:O YON, RMA: OY ON,
Battery:OY ON, Panel Upgrade: OY ON
D Reroof: ------------------------------------~ Plumbing/Mechanical/Electrical
0 Only: Other:
This permit is to be issued in the name of the Property Owner as Owner-Builder, licensed contractor or Authorized Agent of the
owner or contractor. The person listed os the Applicant below will be the main point af can tact throughout the permit process.
PROPERTY OWNER APPLICANT ~ PROPERTY OWNERS AUTHORIZED AGEN r APPLICANT 0
Name: Benjamin Phillips
Address: 608 Ridgeline Pl.
City: Solana Beach State:_C_A __ .Zip: 92075
Phone: 858-688-6861
Email: lucilla@lsbdesiqn.net
,,--
Name: ___________________ _
Address: __________________ _
City: __________ State: ___ .Zip: ____ _
Phone: __________________ _
Email: ___________________ _
DESIGN PROFESSIONAL
Name: i I )Ci l\o.. = I . :•APPLICA~T ~. _sPNTRACTOR OF RECORD
illtrb\'C 0, \ d \ •• Name: _______________ _
APPLICANT 0
Address:602 Sonrisa St Address: -------------------City: Solana Beach State:,_C_A __ ,Zip: 92075 City: _______ State: ___ .Zip: ______ _
Phone:85888O5497 Phone: __________________ _
Email: lucilla@lsbdesign.net Email: __________________ _
Architect State License: __________ _ State License/class: ______ Bus. License: ____ _
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558
REV. 08/20
DocuSIQn Envelope ID: AAF82479-72CF-4E09-ABC6-AD2AF051C36F
IDENTIFY WHO WILL PERFORM THE WORK BY COMPLETING (OPTION A) OR (OPTION B) BELOW:
(OPTION A): ucrnsrn CON_TRACTORDECLARATION:
I hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of 01viswn 3
of the Business and Professions Code, and my license 1s in full force and effect. I also affirm under penalty of per1ury one of the
following declarations:
DI have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy N□•-----------------------------------------~
0 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: ________________ _
D Certificate of Exemption: I certify that in the perlormance of the work for which this permit is issued, I shall not employ any person in any manner so as to become
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for in Section 3706 of the Labor Code,
interest and attorney's fees.
CON_5TRUC_f\ON LEI\JDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name: ______________________ lender's Address: _____________________ _
CONTRACTOR PRINT: _________ SIGN: _________ DATE:
(OPTION B): Q\A/1\JE_R:BUILl)Ell DECLARATION:
I hereby affirm that I om exempt from Contractor's License Low for the following reason:
(x] 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).
0 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).
0 I am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
g]"Owner Builder acknowledgement and verification form" h,-h bf:'f.'11 fillPd out, •,1g111'd illld ,1tt.;ichi'd to thic; c1pplir,1t1on
GJ Owner·_, "Authorized Agent Form" hJ> bcPn filled out, signl'd ;rnd ,1ttJC hcd to th1~ ,1pplicc1tion qiv1nq the aqrnt authonty to nb1wn the pcrrrnt on / l!e owner\ beholf
By my -,ipn;Iturr' bPlow I <1ck11owlc-dgf' that, f'xC1'pt for my pPr',011,il rP~lcif'l1CP 111 which I mu'>t h,ive re-.,1dc:d for at IP,hl one yPdr prior· to cornplt•t1on of thrc
ImpIovenwnts covered by thi~ pt'rmIt, I cdnnot lq_;dlly 5t!II c1 ~tructure thdt I h,ive built d., an ownt•r-builde1· if It hc1s not been con~trurted in 1h entirety by l1et!w,ed
con tr dctors I understand that a copy of the applicable law, Section 7044 of the Bu!iiness ond Professions Code, is available upon request when this application is
submitted or at the following Web site: http://www.leginfo.ca.gov/calaw.html.
Benjamin Phillips
OWNER PRINT:
I. 11/2/2020
SIGN: --~-.,_-_itA-.......;..f_w_LL_._·r_s __ DATE: _____ _
t\PPLICAl'JT_CERTll'I_CA T~O_IIJ_;_SJ~f\lATlJ~~ REQUIRED AT THE TII\/I~ QF ?lJB_I\/IITT_",~
By my signature below, I certify that: I am the property owner or State of California Licensed Contractor or authorized to act on the property
owner or contractor's behalf. I certify that I have read the application and state that the above information is correct and that the information on
the plans is accurate. I agree to comply with all City ordinances and State laws relating to building construction.
I hereby authorize representative of the City of Carlsbad to enter upon the above mentioned property for inspection purposes. I ALSO AGREE TO SAVE,
INDEMNIFY ANO KEEP HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS ANO EXPENSES WHICH MAY IN ANY WAY ACCRUE
AGAINST SAID 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.
APPLICANT PRINT: Benjamin Phillips SIGN: DATE:11/2/2020
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558
2 REV. 08/20
DocuSig_n Envelope ID: AAFB2479-72CF-4E09-ABC6-AD2AF051C36F
l City of
Carlsbad
OWNER-BUILDER
ACKNOWLEDGEMENT
FORM
B-61
DevelQJJmen t _Services
Building Division
1635 Faraday Avenue
760-602-2719
www .carlsbadca.gov
OWNER-BUILDER ACKNOWLEDGMENT FORM
Pursuant to State of California Health and Safety Code Section 19825--19829
To: Property Owner
An application for construction permit{s) has been submitted in your name listing you as the owner--builder of the
property located at:
Site Address 2810 Elmwood St, Carlsbad, CA 92008
The City of Carlsbad ("City") is providing you with this Owner-Builder Acknowledgment and Verification form
to inform you of the responsibilities and the possible risks associated with typical construction activities issued
in your name as the Owner-Builder.
The City will not issue a construction permit until you have read and initialed your understanding of each
provision in the Property Owner Acknowledgment section below and sign the form. An agent of the owner
cannot execute this notice unless you, the property owner, complete the Owner's Authorized Agent form and
it is accepted by the City of Carlsbad.
INSTRUCTIONS: Please read and initial each statement below to acknowledge your understanding and
verification of this information by signature at the bottom of the form. These are very important construction
related acknowledgments designed to inform the property owner of his/her obligations related to the requested
permit activities.
I. {?f__1 understand a frequent practice of unlicensed contrc1ctors is to have the property owner obtain an "Owner
Builder" building permit that erroneously implies thc1t the property owner is providing his or her own labor and
material personally. I, as an Owner-Builder, may be held liable and subject to serious financial risk for any injuries
sustained by an unlicensed contractor and his or her employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an Owner Builder and am aware of
the limits of my insurance coverage for injuries to workers on my property.
b~_I understand building permits are not required to be signed by property owners unless they are responsible
for the construction and are not hiring J licensed contractor to assume this responsibility.
II,
Ill_
IV
V
f,p I understand as an "Owner Builder" I Jm the responsible party of record on the permit. I understand that I
may protect myself from potential financial risk by hiring a licensed contractor and having the pt-~rmit filed in his
or her name instead of my own.
bP I understand contractors are required by law to be licensed and bonded in California and to list their license
numbers on permits and contracts.
bP I understand if I employ or otherwise engage any persons, other than California licensed contractors, and
the total value of my construction is at least five hundred dollars ($500), including labor ;:rnd materials, I may be
considered an "employer" under state and federal law.
REV, 08/20
DocuSig_n Envelope ID: AAF82479-72CF-4E09-A8C6-AD2AF051 C36F
Owner-Builder Acknowledgement Continued
VI. bP I understand if I am considered an "employer', under state and federal lc1w, I must register with the state
and federal government, withhold payroll taxes, provide workers' compensation disability insurance, and
contribute to unemployment compenszition for each "employee." I also understand my failure to abide by these
laws may subject me to serious financiJI risk.
v11.bP / understand under California Contractors' State License LJw, an Owner Builder who builds single-family
residential structures cannot legally build them with the intent to offer them for sale, unless all work is performed
by licensed subcontractors and the number of structures does not excetld four within any calendar yet1r, or all of
the work is performed under contract with a licensed general building contractor.
VIII. {Jf I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable
for any financial or personal injuries su:,tained by any subsequent owner(s) which result from any latent
IX.
construction defects in the workmanship or materials.
{Jf I understand I may obtain more information regarding my obligations as an "employer'' from the Internal
Revenue Service, the United States SmJII Business Administration, the California Department of Benefit
Payments, and the California Division of lndustriJI Accidents. I Jlso understand I may contact the California
Contractors' State License Board (CSLB) at 1 800 321 CSLB (2752) or www.cslb.ca.gov for more information
about licensed contractors.
X. {Jf I am aware of and consent to an Owner-Builder building permit applied for in my name, and understand
that I am the party legally and financially responsible for proposed construction activity at the following address:
XI. {Jf I vgree thJt, as the party legally vnd financivlly responsible for this proposed construction activity, I will abide
by all applicable laws and requirements that govern Owner Builders as well as employers.
XII {Jf I agree to notify the issuer of this form immediately of any additions, deletions, or changes to Jny of the
information I hiJve provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who
does not have a license, the Contractor's State License Board may be unable to assist you with any financial loss
you may sustain as a result of a complaint. Your only remedy against unlicensed Contractors may be in civil court.
It is also important for you to understand that if an unlicensed Contractor or employee of that individual or firm
is injured while working on your property, you may be held liable for damages. If you obtain a permit as Owner-
Builder and wish to hire contractors, you will be responsible for verifying whether or not those contractors are
properly licensed and the status of their workers' compensation coverage.
Before a building permit can be issued, this form must be completed, signed by the property owner and returned
to the City of Carlsbad Building Division.
I declare under penalty of perjury that I have read and understand all of the information provided on this form and that my responses, including my
authority to sign this form, is true and correct. I am aware that I have the option to consult with legal counsel prior to signing this form, and I have
either (1) consulted with legal counsel prior to signing this form or (2) have waived this right in signing this form without the advice of legal counsel.
Benjamin Phillips bwj tlM-l t 1/\, P liUir s 11/2/2020
Property Owner Name (PRINT) Property Owner Signature Date
2 REV. 08/20
DocuSign Envelope ID: AAF82479-72CF-4E09-ABC6-AD2AF051C36F
£
(.__ City of
Carlsbad
OWNERS
AUTHORIZED
AGENT FORM
B-62
Qeve I op_r11e_r1t_5ervfc es
Building Division
1635 Faraday Avenue
760-602-2719
www .carlsbadca.gov
OWNER'S AUTHORIZED AGENT FORM
Only a property owner, contractor or their authorized agent may submit plans and applications for building
permits. To authorize a third-party agent to sign for a building permit, the owner's third party agent must bring
this signed farm, which identifies the agent and the owner who s/he is representing, and for what jobs s/he
may obtain permits. The form must be completed in its entirety to be accepted by the City for each separate
permit application.
Nate: The fa/lawing Owner's Authorized Agent farm is required to be completed by the
property owner only when designating an agent ta apply far a construction permit
on his/her behalf.
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER'S BEHALF
Excluding the Property Owner Acknowledgement, the execution of which I understand is my personal responsibility,
I hereby authorize the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary
to obtain an Owner-Builder Permit for my project.
Existing garage conversion into ADU
Scope of Construction Project (or Description of Work): ____________________ _
2810 Elmwood St, Carlsbad, CA 92008 Project Location or Address: ______________________________ _
Lucilla Schiraldi (LSB Design) 8588805497
Name of Authorized Agent: __________________ Tel No. _________ _
Address of Authorized Agent 602 Sonrisa St, Solana Beach, CA 92075
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled
out the above information and certify its accuracy.
Property Owner's Signature: __ ...,f¼,y"'-""'40.1\\"""'"'jlA,""-p,_(u""""(l"'J'f-f'-1 ___________ Date: ll/2/2020
1
Carlsbad CBR2020-2875
November 20, 2020
~,%>
,~, CiTY OF
CARLSBAD
SPECIAL INSPECTION
A(>REEMENT
B-45
Development Services
BUiJdii,g•Oivi~On
·:1635 faraday Averlue
760-602c2719
www.µr[sba~qi.gqv
In acc_ord_a;nc~ with Chapter 17· of t~e Califqrnia Buil(tl_ng .Code the following must be·completed wh_en work bsing performed
roquii:es _sp~lal inspe~on, structliral.observ.atton ant:t c~nstruction material teS:ting.
'roject/Permi1•1'.e,R,7Q1,./I-ZM(
A. THJ.S--S'5:CTION MUST BE COMP-LET ED BY THE PROPERTY OWNERfAUTHORIZEO AGENT. Please ·check ·if you are Owner-Bui!cter
.L Of you checked as _owner-builder yo1.1 must.also complete Section 8 of this agreement)
Name: (~lease print) (?,Ll.'j',.. i /\ C
tf!r • () o,ui
MailingAddress· (,o&-R,J,c11Mi 1l(lt'l-
Emaii~\(.l",ill;e1c'fill•II• t.4Wl
lam: ~perty owner -□Property owner's Agent o! Record □Architect of Record □Enaineer of ~ord·
_State of California Registration Numbe~---------~ Expiration Da,e..· ______ _
~GREEMENT: !, the undersigned, declare under penalty of perjury under tne laws of the state of California, that I have-read,
understand, acknowledge and promise to comply with the City of Carlsbad reqµirements. for sp.ecli;:il inspections, structural
observations, construction mater s testi h<::I off-site fabrication of bUilding romponents, as prescribed in the statement of
special inspec • o_t e pr a plans and, as required by the California. Bui!d11lCode.
Signeitur~~~"l~t~""'c::::__--=----------Date: _ _._JF-~',.,11.~•~-----
B. CONTIIACTOR'S ST ATENIENT OF RESPONSIBILITY (07 CBC. Ch 17, Section 1706). This i;ec!lon must be completed by the
.contractor/ builder/ owner-builder.
Contractor's Company Name: q ~ti .. ,..,') C tP ktfft,a•
Name: (Pleasepnnt) f; <,-~04 ""-'-'-
1=-i~:J , ~-1.l'
Mailing Address (,, <2/: ~ I /,(,,( he, f lie.I<,.
Email: B ... _1:c?h lll{(J@,;~,-r.,__
State of California .Contractor's License Number~, "'1/.,.,~ _______ Explratlo"n Date: _A_J_., _____ _
• I acknowledge and, atn aware, of special requirements contain~d ill the statement of special inspections liQti;?d Ort
the approved pl.:u,s;
• I 1;:1cknpwl.edge that contra) will f;::le ~·erci~P. tQ oPtain conformanC(;l: with the constru~ion doquments approv:ed by the t
buU_dlng.offiblal-;
• I will have in-place procedures for exerci$ing cqntrol within o_ur (the contractor's) qrganization, f9r the method and
rre·quency Pf ·reporting :and the distrlbuti.On ofth¢ reports; and • -~
• I CEtctifythat I wilt have a cjualified person within Our (the.contractor's) organization.to exei:cise.$uch control.
• I Will vide a final I lett r In ranee with sc Sectlo 1104.1.2 ·or tor< estJn
B-45 P~ge1of1
CITY)t
I
✓ EsG1I
DATE: February 16, 2021
JURISDICTION: Carlsbad
PLAN CHECK#.: CBR2020-2875
PROJECT ADDRESS: 2812 Elmwood St
SET II
□ APPLICANT
□ JURIS.
PROJECT NAME: Garage Conversion to ADU for Phillips Residence
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
~ 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:
~ 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: Telephone#:
Date contacted: (by: ) Email: j
Mail Telephone Fax In Person __ rrY _<t--'--
~ REMARKS: Please complete the attached City Special lnspectio~-
By: Abe Doliente
EsGil
2/6/21
Enclosures: City Special Inspection form
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
✓. EsG1I
DATE: November 20, 2020
JURISDICTION: Carlsbad
PLAN CHECK#.: CBR2020-2875
PROJECT ADDRESS: 2812 Elmwood St
SET: I
□ APPLICANT
□ JURIS.
PROJECT NAME: Garage Conversion to ADU for Phillips Residence
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
D The plans transmitted herewith will substantially comply with the jurisdiction's codes
when minor deficiencies identified below are resolved and checked by building department staff.
D The plans transmitted herewith have significant deficiencies identified on the enclosed check list
and should be corrected and resubmitted for a complete recheck.
cgj 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.
cgj The applicant's copy of the check list has been sent to:
Lucilla Schiraldi
D EsGil staff did not advise the applicant that the plan check has been completed.
cgj EsGil staff did advise the applicant that the plan check has been completed.
Person contacted: Lucilla Schiraldi Telephone#: 858-880-5497
Date contacted:
Mail Telephone
0 REMARKS:
By: Abe Doliente
EsGil
(by: ) Email: lucilla@lsbdesign.net
Fax In Person
Enclosures:
11/9/20
9,20 Chesapeake Drive, Suite 208 ♦ San Diego, California 92 In ♦ (858) 560-1468 ♦ Fax (858) 560-1576
Carlsbad CBR2020-2875
November 20, 2020
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: CBR2020-2875 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2812 Elmwood St
FLOOR AREA: Garage Conversion -485 SF STORIES:
New Deck-212 SF
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: November 20, 2020
FOREWORD (PLEASE READ):
HEIGHT:
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 11/9/20
PLAN REVIEWER: Abe Doliente
This plan review is limited to the technical requirements contained in the California Residential
Code, California Building Code, California Plumbing Code, California Mechanical Code,
California I 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: 2019 CRC, 2019 CBC,
2019 CPC, 2019 CMC and 2019 CEC.
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 2019 California 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.
Carlsbad CBR2020-2875
November 20, 2020
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. All 3 sets are being delivered to the City of Carlsbad
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. A reminder that due to Covid-19, the City will not permit counter corrections.
Please make sure all the items are satisfied; otherwise, another round of
corrections will be necessary.
Understood. I believe to have satisfied all items.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code). Signatures on the final
sets of plans will be verified before they are approved.
Plans are signed
3. Plans shall have the structural portions signed and sealed by the California state
licensed engineer or architect responsible for their preparation, along with
structural calculations. (California Business and Professions Code). Signatures
on the final sets of plans will be verified before they are approved. See s1 to 54, and calcs
Structural plans and calcs are stamped and signed by the structural engineer
4. Specify on the Title Sheet of the plans the gross floor area of each element of
this project, including garage conversion (485 SF) and new deck (212 SF).
Section R106.2. SeeA000
Table with gross fioor areas of each element is now included on Title Sheet
FIRE PROTECTION
5. Revise the location of the smoke alarms so that it is at least 20 ft away from the
cooking appliance. seeA103
The space is too small to allow for 20' distance from cooking appliances. The smoke alarms have been
placed as far away as possible. RAILINGS
6. Guards (Section R312): A 102
a) Shall be prov1cJecl for tllose portI011s of open-sided walking surfaces that
are located more than 30" above the floor or grade below. see note on A 102
b) Shall have a height of 42" (may be 34" along the sides of stairs). See note on A 102
Carlsbad CBR2020-2875
November 20, 2020
c) Openings between railings shall be less than 4". The triangular openings
formed by the riser, tread and bottom element of a guardrail at a stair shall
be less than 6 .. _ See note on A 102
d) Shall be detailed to show capability to resist a concentrated load of 200
pounds in any direction along the top rail c1rn1 50 psf for ,nf:11 co111ponrn1ts
Cc11ct1li1t,011s nE1y bu 1equ11E?d l a1iI,, rno 1 :,
See page 16 of calcs, and sheet 5.4
ROOFS/DECKS/BALCONIES
7. Specify on the plans the following information for the deck surfacing materials,
per Section R106.1.1:
a) Manufacturer's name and product name/number.
b) ICC approval number, or equal.
See A 102. The deck is made of wood, so manufacturer's name, product number and ICC are not applicable
8. Specify minimum ¼ inch per foot roof slope for drainage. Section R905.9.1.
See A702.
9. Show the sizes/locations of deck drains and overflows. Section R903.4.
See A 102. The deck is permeable, with 3 sides underneath the deck being open.
STRUCTURAL
10. The plans indicate that special inspection will be provided. Please complete the
attached City Special Inspection form.
Form attached
ELECTRICAL
11. A balcony, deck, or porch that is accessible from the interior of the dwelling will
require a minimum of one receptacle outlet. CEC 210.52(E) (3). This receptacle
must be GFCI protected.
Provided. See A 103
12. Per CEC Article 210.11 (C)1, note on the plans that there will be a minimum of 2
small appliance branch circuits within the locations specified in Article 210.52(8),
i.e., kitchen and dining areas.
Provided. See A 103.
13. An ADU may have a separate utility service installed, or sub fed via existing
service with adequate capacity. ADU's require electrical load calculations per CEC
220.83 to justify existing electrical service size is adequate.
Separate utilty service. See A 103. Electrical load calcs provided on A 1 03.
ENERGY CONSERVATION
14. Include all applicable sections of the (MF1 R) RMS-1 form or the specifications
contained thereon with the plans.
Provided. See additional sheet A602
Carlsbad CBR2020-2875
November 20, 2020
15. When replacing or modifying the mechanical system: If applicable.
See HVAC
note on o If more than 40' of new ductwork is installed in unconditioned space, HERS
A103 inspection is required for both existing and new duct sealing.
See HVAC
note on °
A103
See HVAC
note on 0
A103
Replacement of mechanical equipment (air handler, condensing unit of an air
conditioner or heat pump, cooling or heating coil, or the furnace heat
exchanger) requires HERS inspection.
Note: The CF1 R-AL T-HVAC form may be submitted at the final inspection, it
is not required at initial plan submittal.
MISCELLANEOUS
16. Sheet S.2 of the plans refers to detail 11 /S4. Please clarify.
See S.2, the correct detail call out is 11 /S3
17. 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.
18. 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 fil
19. 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.
STRUCTURAL CALCULATIONS
Project:
Engineer:
Code:
Date:
Phillips' ADU
2810 Elmwood St.
Carlsbad, Ca. 92008
Schmit Engineering
1 965 Rohn Rd.
Escondido, Ca. 92025
(760) 703-3389
2019 California Building Code
May 15, 2020
TA B LE OF CONTENTS
Diagrams ........................................................ 1
Bld'g Loads .................................................... 1
Framing Analysis ............................................. 2-8
Foundations .................................................... 9
Lateral Analysis ................................................ 10-15
~ :::o . Cc.>11..rz . _ . 1C
• CITY.JC-
SCHM IT ENGINEERING
STRUCTURAL DESIGf I
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PROPERTIES OF STRCCTURAL LU1fBER
NOMINAL
SIZE
b (1N) d
2x4 ..
2x6 .
2x8
2 X 10
2 X 12
2 X 14
,,
4x4
4x 6
4x8
4 X 10
4 X 12
ST A.l'-"l)ARD
DRESSED
SIZE (S4S)
b (IN) d
1 ½x3 ½
l½x5½
1 ½ X 7 1/4
1 ½ X 9 1/4
] ½x 11 1/4
I ½x 13 1/4
•f <. ""' ·1;~•.,.
-11 trc~;,:, lfg:.\~ x 3 ½
.i f··.'. 2 -
~Ii°:'.':·'½ X 5 ½ ... ,is .. .t .. ,;] ~f½ X 7 1/4 •:.1 lt3 ½ X 9 1/4
3 ½ X 11 1/4
AREA OF
SECTION
A (IN 2)
5.25
8.25
10.875
13.875
16.875
19.875
MOMENT OF
INERTIA
I (IN 4)
5.359
20.797
47.635
98.932
177.979
290.775
12.25 12.505
19Jt:.:: ;''· ~ ... '. ·;: . ~8 ~525 25 .i'1~t •. , .. <:;, :~,-~ :'1 li .148 ,·
32,1}5 230.840
39~75 415.283
4 X 14 3 ½ X 13 ½ 47.25 717.609
SECTION
MODULUS
S (IN 3)
3.063
7.563
13.141
21.391
31.641
43.591
-
• :"7.146
.~J7.q46
l . 3.0 ·66}· • I •
49.911
73 .828
106.313
' ~ • I
... J .. , .... : 1,.: .. 4 x .rr 6·-.:_ .. ~r:';~~:·;;: ;'3-:_½·x, 1s ½ .... ·-:~;, . 54.25 · • -=·: ._ . , : .••• , -1086.130 . ' •-. • ,. '• : . . ' -. ' ... -140, 146
. ., .
, ''. ·.-: : 1-.-;:, '·"'1 i::i-: ••. J·::.! ':J l~•;i; "t½\:5·½. 6 X 6 ...... -:, ... ·'s
6x8 5½x7½
6 X 10 5 ½x 9½
6 X 12 5½xll½
6 X 14 5½xl3½
6 X 16 5 ½ X 15 ½
6 X 18 5 ½ X 17 ½
8x8 7½x7½
7½x9½
7½xll½
7½xl3½
8 x IO
8 X 12
8 X 14
8 X 16 ·7 ½ X 15 ½
18 X 18
i
7 ½ X 17 ½
···-,.:•,.:•:. :3°6~25 •• ... ·= :.,'•!,
41.25
52.25
63.25
74.25
85.25
96.25
56.25
71.25
86.25
101.25
116.25
131.25
,I -•' ... , ... ; .. ,·•. 16°.255
193.359
392.963
697.068
1127.672
1706.776
2456.380
263 .672
535.859
950.547
1537.734
• 2327.422
3349.609
--... :
27.729
51.563
82.729
121.229
167.063
220.229
280.729
70.313
112.813
165 .313
227.813
300.313
382.813
. ...
CEILING JOIST SCHEDULE
MEMBER SPACING
2X4 12" o.c.
Fb' = 151 0 psi 16" o.c.
24" o.c.
2X6 12" o.c.
Fb' = 13 I 0 psi 16" o.c.
24" o.c.
2X8 12" o.c.
Fb' == 1210 psi 16" o.c.
24" o.c.
2 X 10 12" o.c.
Fb' = 1105 psi J 6" o.c.
24" o.c.
All members to be DF/L #2 or better
Loading is based upon a 5 psf dead load
Plus a 10 psflive load
Deflection is based upon L/3 60 ( 10 psf total load)
E= 1,600,000 psi
Fb' is for normal load duration
MAXIMIUM SP AN
10' -611
9' -611
8' -611
17' -0"
15' -O"
13' -611
22' -O"
20' -O"
17' -6"
28' -6''
26' -O"
22' -6"
SCH MIT ENGINEERING
STRUCTURAL DESIGN
{!.lVi-Hr::iMOt.S·
Pro1ect ____ ·--_ _ _
S I A
By -~ Date /2)_ Sheet No _L Of _
Subject )<.CVF Job NO. __
rz, Jr :L .• 6.J~ JS (ii,:5) /2..c,t) 1-:so c:. ..?~ o7.
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SCKMIT ENGINEERING -------------STRUCTURAL DESIGI\J
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:..·FORTE m!l
+
MEMBER REPORT
Level, Roof: Drop Beam
1 piece(s) 3 1/2" x 14" 2.2E Parallam® PSL
Overall Length: 22'
PASSED
o --""""''---'"'-'--""""'...,__---""""__.,"'""'"--'""'""=-;;...;. ..... .;.;..a ..... "---''"-....... --'---"'=-=;;...;.;.....;;.;;.;..;;. ____ o
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--·-·•· r
22'
[TI
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
Design Results Actual O Location Allowed Result U>F .load! Combination (F►.ttum)
Member Reaction (lbs) 4403@ 2" 7656 (3.50") Passed ( 58%) .. 1.0 D + 1.0 Lr (All Spans)
Shear (lbs) 3820@ l' 5 1/2" 11842 Passed (32%) 1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs) 23491 @ 11' 33952 Passed (69%) 1.25 1.0 D + l.0 Lr (All Spans)
Live Load Den. (in) 0.647@ 11' 1.083 Passed (l/402) -1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in) 1.178@ ll' 1.444 Passed (l/221) -1.0 D + I .0 Lr (All Spans)
• Deflectlon a1tena: L1 (l/2~0) and Tl (L/180).
• Top Edge Bracing (Lu): Top compression edge rnust be braced a: 19' 1· o/c based on loads applied, unless detailed otherwise.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' o/c based on loads apprled, unless deta,ed other,,1se.
Deering length Loads to SuppO'i:t5 (lbs)
Supports , Toh,I Avalable Requ,re<i' .Dead RDofUve 'Total Accessories
l • Stud wall • OF 3.50" J.so· 2.01· 1983 2120 4403 Blodcing
2 • Stud wall • DF 3.50" 3.50" 2.01" 1983 2◄20 4403 Blocking
• Blod<lng Panels are assumed to carry no loads applied directly above them and the full load 15 applied to the member being designed.
' . 'Pead Roo,f Uve . ' .
Vert.ical Loads location (Sid':) ', • Tn1>utaryWidth (0,!10) {non-snow: l.25) Comments
0 • Self We,ght (PLF) o to 22' N/A 15.3 -
1 -Uniform (PLF) 0 to 22' (Front) N/A 165.0 220.0 Default Load I Member Notes •
New Ridge Beam
Weyerhaeuser Notes
System : Roo'
Member Type : Drop Beam
Bulding Use : Residentlal
Building Code : !BC 2015
Design Methodology . ASD
Member Pitch : 0/12
Weyerhaeuser warrants that the sizing of its products w!I be in aa:o<dance with Weyerhaeuser product design aitelia and published design values. Weyerhaeuser expressly disclaims any other warranbes
related t.o the sottwc:lre. Use or this sortware ls not intended to drcuntvent the need tor a design professtQnal as determined by the ,1uthortty having Jurisdiction. The designer of record, builder or framer is
~ponslble to assure that this cek::ulation rs compatibte: with the overan proJeC"'i.-Accessories (Rim Board, B!ocking Panets and SQuash Blocks) art not deslgned by this soft\.vare.. Products manuf-aaured .tt
Weyerhaeuser fadhtles are third-party certified to sustainable forestry stilndards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC·ES under evaluabon reports ESR·l153 an~ ESR-1387
""d/or tested in a"ordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser produa literature and instanation details refer to
www.weyerhaeuser.com/woodprocucts/document·liorary.
The product application, input design loads, dimensions and support infonmation have ~ provided by John Schmit
ForteWEB Software Operator Job Notes
John Schmit
Schmit Engineering
(750) 703-3389 A
Jschmitengr@gmail.com \'C'eycducuser
5/6/2020 10:44:47 PM UTC
ForteWEB v2.4, Engine: V8.0.l.5, Data: V7.3.2.0
File Name: Dawson
Page 1 / 1
[TI
MEMBER REPORT
Level, Roof: Drop Beam
1 piece(s)5 1/4" x 11 7/8" 2.2E Parallam® PSL
Overall Leng:ti: 22'
22'
, -~--
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hortzontal.
Oesian Results • ,Ad;ual C!l LocatJori ·Allowed 'Jtesult LDF Load: Combination (Pattem)
Member Reaction (lbs) 4449@ 2" 11484 (3.50") Passed (39%) -1.0 D + 1.0 Lr (All Spans)
Shear (lbs) 3931@ 1' 3 3/8" 15066 Passed (26%) 1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs) 23735@ 11' 37317 Passed (64%) 1.25 1.0 D + LO Lr (All Spans)
Live Load Den. (in) 0.699@ 11' 1.083 Passed (L/372) --1.0 D + 1.0 Lr (All Spans)
Total Load Defi. (in) 1.284 @ 11' 1.444 Passed (L/202) --1.0 D + 1.0 Lr (All Spans)
• DeOection cnteria: LL (L/240) aad TL (1/180).
• Top Edge Bracing (Lu): Top compression edge must be braced at 22' o/c based on loads applied, unless detailed otherw,se.
• Bottom Edge Bracing (Lu): Bottom compression edge must be braced at 22' o/c based on loads apoHed, unless detailed otherw,se,
Bearing lengtll loads to Supports {lbs}
Supports ~ 'Total AvaUalile Requlr,,d Dead Roof Uve Total Ao:css:ories
1 • Sb.Jd wall • OF 3.50" 3.50" 1.50" 2029 2420 4<M9 Blocking
2 • Stud wall • OF 3.50" 3.50" 1.50" 2029 2420 4419 Blocking
• Blocking Panels are assumed to carry no loads applied directly above them and the run load Is applied to the member belng designed.
'Dead Roof Uve ..
.Vertical Loads location (Side) Tributary W-,dth (D.90) ( non-sriow: 1,25) Com1Mnts
0 • Self Weight (PLF) Oto 22' N/A 19.S -
l • Unlfonn (PLF) O to 22' (Front) N/A 165.0 220.0 Default Load I Member Notes
New Ridge Beam
Weverhaeuser Notes
~-,.
' I
I
i
@J
PASSED
0
System : Roof
Member Type : Drop Beam
Building Use : Residential
Bunding Code : !BC 2015
Design Methodology • ASO
Member Pitch : 0/12
Weyerhaeuser warrants that the St.Zing of its products will be in keordance with Weyerhaeuser product design critcrla and published deslgn values. Weyerhaeuser e~pres.sty disdaims any other warranties
related to the software. Use of this software Is not intended to circumvent the need for a design professional as delenmined by the authortty having Jurtsdiction. The designer of re--..ord, builder or framer Is
responsible to assure that this calculation Is compatible with the overall project. Accessories (Rim Board, Blodcrng Panels and Squast, Blocks) are not designed by this software. Products manufactured at
Weyemaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR·llSJ and ESR-1387
and/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and lnst>llabon details refer to
www.weyerhaeuser.com/woodproducts/document·library.
The product application, input design loads, dimensions and S<Jpport information have been p<ovided by John Schmit
ForteWEB Software Operator Job Notes
John Schmit
Schmit Engineer,ng
(760) 703·3389
Jschmitengr@gmail.com
5/6/2020 10:45:21 PM UTC
ForteWEB v2.4, Engine: VS.0.1.5, Data: V7.3.2.0
File Name: Dawson
Page 1 / 1
7
SCHM!T ENGINEERI NG
STRUCTURAL DESIGl'-J
Pro1e.ct ___________ _
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SCHMIT ENG IN EERING ---------------STRUCTURAL DESIGN
fbchJ 04:nu..l o=,w • I
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SCHMIT ENG INEERING
STRUCTURAL '.)ESIG!✓
Subjeci LA'rr:?7%--, Job NO. __
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Gcl.u I L J v ,1-u:3.J 1 LArt:5'">!¾._ FcM-a; 'PE s 1eJ f' rz.c; c. o.:xP/1.£;
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5/6/2020
OSHPD
Phillips
2810 Elmwood St, Carlsbad, CA 92008, USA
Latitude, Longitude: 33.1680474, -117.3398644
Go ... ,gle
Date
Design Code Reference Document
Risk Category
Site Class
Type Value
Ss 1.043
S1 0.379
SMS 1.129
SM1 null -See Section 11.4.8
Sos 0.753
null -See Section 11.4.8
Type Value
soc null -See Section 11 .4 .8
Fa 1.083
Fv null -See Section 11.4 .8
. PGA 0.458 i
FPGA 1.142
, PGAM 0.523
; TL 8
; SsRT 1.043
• SsUH 1. 162
SsD 1.5
S1RT 0.379
S1UH 0.418
j S10 0.6
: PGAd 0.538
I
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Description
5/6/2020, 3:01 :20 PM
ASCE7-16
II
D -Stiff Soil
MCER ground motion. (for 0.2 second period)
Description
MCER ground motion. (for 1.0s period)
Site-modified spectral acceleration value
Site-modified spectral acceleration value
Numeric seismic design value at 0.2 second SA
Numeric seismic design value at 1.0 second SA
Seismic design category
Site amplification factor at 0.2 second
Site amplification factor at 1.0 second
MCEG peak ground acceleration
Site amplification factor al PGA
Site modified peak ground acceleration
Long-period transition period in seconds
Probabilistic risk-targeted ground molion. (0.2 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
Factored deterministic acceleration value. (0.2 second)
Probabilistic risk-targeted ground motion. (1.0 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
Factored deterministic acceleration value. (1.0 second)
Factored deterministic acceleration value. (Peak Ground Acceleration)
Width: 1536
Map data @2020
1/3
J I
516/2020
Type
CR1
Value
0.908
httosJ/seismicmaos.oro
U.S. Se1sm1c Design Maps
Description
Mapped value of the risk coeff,c,ent at a period of 1 s
Width: 1536
213
SHEAR WALL SCHEDVLE (DF/L SILL PLATES)
Material E;dge Allowable Shear Transfer Nailing Sill Plate Nai ling Anchor Bolt
Nailing 4, 6, 1 I Shear (Too Plates) 8, 12 Spacing 1,9
3/8" Ply Str. I 8d@6" o.c. 280 #/ft
l
16d @6" o.c. or A35@
19.5" o.c.
16d@6"o.c. 5/8" cp @ 51" o.c.
3/8" Ply Str. I 8d @ 4" o.c. 430 #/ft 16d @4" o.c. or A35 16d @ 4" o.c. 5/8" rp@ 16" o.c.
J IO (a) l 2.5" o.c.
3/8" Ply Str. I 8d @3" o.c. 500 #/ft 16d @3" o.c. or A35 @ l6d @3" o.c. 5/8" cp @ 12" o.c. K 10 10.5'' o.c.
3/8" Ply Str. I 8d @ 2.5" o.c. 640 #/ft 16d@ 2.5" o.c or A35 16d @ 2.5" o.c. 5/8" <p @21" o.c.
L 5 @ 8" o.c. (3x min. sill plate)
3/8" Ply Str. 1 8d @2" o.c. 730 #/ft 16d @2" o.c. or A35@ 16d @2" o.c. 5/8" cp @ 18" o.c.
M 5 7" o.c. (3x min. sill plate)
1/2" Ply Str. I 10d @6" o.c. 340 #/ft 16d@5" o.c. or A35 @ 16d@ 5" o.c. 5/8" cp @ 40" o.c.
N ] 5.5" 0.C.
1/2" Ply Str. 1 10d@4" o.c. 500 #/ft 16d @3" o.c. or A35@ 16d @3" o.c. 5/8" <p @ 14" O.C.
0 10 10.5'' o.c.
l/2" Ply Str. 1 10d@3" o.c. 665 #/ft 16d @ 2.5" o.c. or A35 16d @ 2.5" o.c. 5/8" cp @21" o.c. p 5 {a). 8" O.C. (3x min. sill plate)
1/2" Ply Str. l I Od @ 2.5" o.c. 767 #/ft 16d @2" o.c. or A35@ 16d @2" o.c. 5/8" cp @ 18" o.c.
Q 5 7" o.c. (3x min. sill plate)
1/2" Ply Str. I 10d @ 2" o.c. 870 #/ft 16d @2" o.c. or A35@ l6d@2" o.c. 5/8" cp @ 16" o.c. ·
R 5 611 o.c. (3x min. sill plate)
I Foundation sill plates to be pressure treated Douglas Fir/ Larch #2 or better. Anchor bolts a minimum 1 O" in length @2x sill plates and 12" in
length @ 3x sill plates ( 7" minimum concrete embedment). All fasteners in preservative-treated and fire-retardant-treated wood shall be of hot
dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance
with ASTM A 153, or exception per CBC 2304.9.5.
2 Not used.
3 Not used.
4 Field nailing is 12" o.c. typically @plywood shear wall's.
5 Framing at adjoining panel edges and sill plate at foundations only shall be 3" nominal or wider and nails shall be staggered.
6 Use Common Nails at all plywood shear panels.
7 E.F.W. denotes entire face of wall.
8 Toe nailing for shear transfer is not allowed.
9 Use 3" x 3" x .229" minimum plate washers at sill plate anchor bolts. Sill plate washers must be located so that plate edge must not be more than
½" from sheathing for shear wall values exceeding 400 lb / ft. Slotted bearing plate is allowed in this application.
IO Framing at adjoining panel edges shall be 3" nominal or wider and nails shall be staggered. (Note: anchor bolt spacing has been reduced by 50%).
I 1 Periodic special inspection is required for wood shear walls, including nailing, bolting, anchoring and other fastening to components where
fastener spacing is 4" o.c. and closer.
12 Use Alt. H 1 Clips at each truss in lieu of A35 Clips or 16d for Shear Transfer Nailing at Top Plates. At roof truss conditions only.
SCHMIT ENGINEERING
STRUCTURAL DESIGN
Project _ _ _________ _
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SCHMIT ENGIN EERING
STRUCTURAL DESIGN Project ____________ _
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SCHMIT ENGINEERING Pr:::lle ~; . _ _ _
STRUCTURAL DESIGN
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DocuSign Envelope ID: AAF82479-72CF-4E09-ABC6-AD2AF051C36F
\..._ City of
(~arlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
8-50
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.
Application lnformatlc>n
Project Name/Building
PermitNo. Phillips' ADU BPNo C,6P--.2.020-2'()7'6
-------------------
Property Address/APN 1561900100
Applicant Name/Co.: Benjamin Phillips
Applicant Address: 608 Ridgeline Pl.Solana Beach CA 92075
Contact Phone: 858-688-6861 Contact Email benjicphillips@gmail.com
Contact information of person completing this checklist (if different than above):
Name: Lucilla Schiraldi Contact Phone: 8588805497
Company
name/address: LSB Design, 602 Sonrisa St. Solana Beach, CA 92075 Contact Email: lucilla@lsbdesign.net
( 'J D 11/2/2020 Applicant Signature: _ _,_17!.,,..JA"IJ"'tMY""'ikl,.,.,-1P...,., .. ,j ... 1 1"'y_,_1_______ ate: _______ _
B-50 Page 1 of6 Revised 06/18
DocuSign Envelope ID: AAF82479-72CF-4E09-A8C6-AD2AF051C36F
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: $ 22 15'5 -=f
Construction Type
D Residential
□ New construction
El Additions and alterations:
' El BPV < $60,000 .
□ BPV 2' $60,000
□ Electrical service panel upgrade only
□ BPV;,, $200,000
D Nonresidential
D New construction
□ Alterations:
□ BPV;,, $200,000 or additions;,, 1,000
square feet
□ BPV" $1,000,000
□ ;,, 2,000 sq. ft. new roof addition
Checklist Item
I Complete Section(s) I Notes:
A high-rise residential building is 4 or more stories, including a
Low-rise High-rise mixed-use building in which at least 20% of its conditioned floor
area is residential use
NIA )
1A, 4A
1A, 4A'
18, 28,
38, 4A
NIA
4A
1 B, 4A'
18, 28, 38, 48 and 5
18, 5
18, 28, 5
28, 5
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" 75% existing gross floor area
1 B also applies if BPV" $200,000
Check the approprtate boxes, expain all not applicable and exception ttems, and provide supporting calculations and documentation as necessary.
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMG) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for
more information when completing this section.
A. D Residential addition or alteration~ $60,000 building permit valuation. □ NIA ________ _
See CMC section 18.30.190. D Exception: Home energy score~ 7
(attach certification)
Year Built Single-family Requirements Multi-family Requirements
□ Before 1978 Select one:
□ Duct sealing □ Attic insulation □ Cool roof □ Attic insulation
□ 1978 and later Select one:
□ L~hting package □ Water heating Package
□ Between 1978 and 1991 Select one:
□ Duct sea lino □Attic insulation □Cool roof
Select one: D 1992 and later □ Lighting package □Water heating package
B. D Nonresidential' new construction or alterations~ $200,000 building permit valuation,
or additions~ 1,000 square feet. □ N/A
Updated 8/15/2019 2
DocuSign Envelope ID AAF82479-72CF-4E09-ABC6-AD2AF051C36F
City of Carlsbad Climate Action Plan Consistency Checklist
See CMC 18.21.155 and CALGreen Appendix A5, Division A5.2 -Energy Efficiency.
A5.203.1.1 Choose one: a .1 Outdoor lighting □ .2 Warehouse dock seal doors
□ .3 Restaurant se1Vice water heating (comply with California Energy Code section 140.5, as amended) □ NIA ________ _
□ A Daylight design PAFs □ .5 Exhaust air heat recovery
A5.203.1.2.1
Choose one as applicable: D 95 Energy budget 090 Energy budget □ N/A
A5.211.1"
D On-site renewable energy □ NIA
A5.211.3"
□ Green power (if offered by local utility provider, 50% minimum renewable sources) □ N/A
A5.212.1
D Elevators and escalators □ N/A
A5.213.1
D Steel framing □ N/A
• Includes hotels/motels and high-nse residential buildings
"For alterations~ $1,000,000 BPV and affecting> 75% existing gross floor area, or alterations that add 2,000 square feet of new roof addition: comply
with CMC 18.30.130 instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. Notes: 1) High-rise residential buildings are subject to nonresidential photovoltaic
requirement (28 below) instead. 2) If project includes installation of an electric heat pump water heater pursuant to CMC 18.30.150(8)
(high-rise residential) or 18.30.170(8) (low-rise residential), increase system size by .3kWdc if PV offset option is selected.
Floor Plan ID (use additional CFA #d.u. Calculated kWdc'
sheets if necessary)
Total System Size:
kWdc = (CFAx.572) / 1,000 + (1.15 x #d.u.)
'Formula calculation where CFA = conditional floor area, #du= number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
Exception
□
□
□
□
kWdc
8. D Nonresidential new construction or alterations 2$1,000,000 8PV and affecting 275% existing floor area, or addition that increases roof
area by 22,000 square feet. Please refer to CMC section 18.30.130 when completing this section. Note: This section also applies to
high-rise residential and hotel/motel buildings.
Choose one of the following methods:
□ Gross Floor Area (GFA) Method
GFA:
Dlf < 10,000s.f. Enter: 5 kWdc
Min. System Size:
011;:, 1 O,OOOs.f. calculate: 15 kWdc x (GFN10,000)"
kWdc
"Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
Updated 8/15/2019 3
DocuSig_n Envelope ID: AAF82479-72CF-4E09-A8C6-AD2AF051C36F
City of Carlsbad Climate Action Plan Consistency Checklist
Annual TDV Energy use: ... ______ x .80= Min. system size: ____ _ kWdc
... Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. D Residential and hotel/motel new construction
Please refer to CMC sections 18.30.150 and 18.30.170 when completing this section.
D For systems serving individual dwelling units choose one:
D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only) D Heat pump water heater AND PV system .3 kWdc larger than required in CMG section 18.30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential)
D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors D Exception:
D For systems serving multiple dwelling units. install a central water-heating system with all of the following:
D Gas or propane water heating system
D Recirculation system per CMG 18.30.150(6) (high-rise residential, hotel/motel) or CMG 18.30 170(B) (low-
rise residential)
D Solar water heating system that is either:
D .20 solar savings fraction
D. 15 solar savings fraction, plus drain water heat recovery
D Exception:
B. D Nonresidential new construction
Please refer to Carlsbad Ordinance CMC section 18.30.150 when completing this section.
D Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D Photovoltaics D Recovered energy
□Water heating system is (choose one):
D Heat pump water heater
□ Electric resistance water heater( s)
□Solar water heating system with .40 solar savings fraction
D Exception:
Updated 8/15/2019 4
DocuSign Envelope ID AAF82479-72CF-4E09-A8C6-AD2AF051C36F
City of Carlsbad Climate Action Plan Consistency Checklist
4. Electric Vehicle Charging
A. D Residential New construction and major alterations•
Please refer to Carlsbad Ordinance CMC section 18.21.140 when com letin this section.
One and two-family residential dwelling or townhouse with attached garage:
D One EVSE Ready parking space required D Exception :
D Multi family residential -D Exception •
Total Parking Spaces EVSE Spaces
Proposed Capable Readv
Calculations: Total EVSE spaces= .10 x Total parking (rounded up to 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, alteratrons have a building pennit valuation ~ $60,000
or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached garages), alteratrons have a building pennit
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 Caoable I Readv I Installed I Total
I I I
Calculation· Refer to the table below·
Total Number of Parkinq Snaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
□ 10-25 2 1
□ 26-50 4 2
□ 51-75 6 3
□ 76-100 9 5
I I 101-150 12 6
fl 151-200 17 9
I I 201 and over 10 Percent of total 50 Percent of Required EV Spaces
1/pdated 8/15/2019 5
DocuSign Envelope ID: AAF82479-72CF-4E09-A8C6-AD2AF051C36F
City of Carlsbad Climate Action Plan Consistency Checklist
5. D Transportation Demand Management (TOM): Nonresidential ONLY
An approved Transportation Demand Management (TDM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT
City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TDM plan. If TDM is applicable to your
penmit, staff will contact the applicant to develop a site-specific TDM plan based on the penmit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
EmpADTfor
first 1,000 s.f.
EmpADTI
1000s.f.,
Office (all), 20
Restaurant 11
Retail, 8
Industrial 4
Manufacturing 4
Warehousin 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 10th Edition
13
11
4.5
3.5
3
1
2 For all office uses, use SAN DAG rate of 20 ADT/1,000 sf to
calculate employee ADT
3 Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Sample calculations:
Office: 20,450 sf
1. 20,450 sf/ 1000 x 20 = 409 Employee AOT
Retail 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. 8,334 sf/ 1,000 x 4.5) + 8 = 46 Em lo ee AOT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should
my penmit require a TDM plan and understand that an approved TDM plan is a condition of permit issuance.
Applicant Signature: _--1,f;,,......,,,'-IJ"'~"'"'"'i,A., -fp/.,_, .._i/._./i1f"•l>-----------
Person other than Applicant to be contacted for TDM compliance (if applicable):
Name(Printed) __________________ _
Email Address: ___________________ _
U pdatcd 8/J 5/20 I 9
11/2/2020
Date: ______ _
Phone Number: ------
6