HomeMy WebLinkAbout2123 BASSWOOD AVE; ; CBR2020-0457; PermitBuilding Permit Finaled
Residential Permit
Print Date: 03/16/2021
Job Address: 2123 BASSWOOD AVE, CARLSBAD, CA 92008-1113
Permit Type:
Parcel#:
Valuation:
BLDG-Residential
2051602100
$132,785.36
Occupancy Group:
#of Dwelling Units: 1
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
Work Class:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Single Family Attached
Description: GAUTHIER: 675 ATTACHED 2ND FLOOR ADU// 473 SF GARAGE// 44 SF DECK
Applicant: Property Owner:
WRIGHT DESIGN
SAMUEL WRIGHT
OWNER GAUTHIER RAYMOND C
3576 HIGHLAND DR
2911 STATE ST, # A
CARLSBAD, CA 92008-2338
(760) 720-7631
FEE
BUILDING PERMIT FEE ($2000+)
BUILDING PLAN CHECK FEE (BLDG)
CARLSBAD, CA 92008
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
SWPPP INSPECTION FEE TIER 1-Medium BLDG
SWPPP PLAN REVIEW FEE TIER 1-MEDIUM
Total Fees: $2,102.61 Total Payments To Date: $2,102.61
Ccityof
Carlsbad
Permit No: CBR2020-0457
Status:
Applied:
Issued:
Finaled Close Out:
Inspector:
Final Inspection:
Balance Due:
Closed -Fina led
02/25/2020
05/11/2020
TAlva
03/16/2021
AMOUNT
$743.15
$520.20
$66.00
$175.00
$92.00
$182.00
$6.00
$17.26
$246.00
$55.00
$0.00
Please take NOTICE that approval of your project includes the 11 lmposition11 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, zoning1 grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 760-602-2700 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check (Bf< LOL.()~o'-{)f
Est. Value 11rs Li +?S:3 6
PC Deposit ,1£5:20,,. ?J?---•
Date 2~ '2.5""'...--'2...0'2..0
2.\23
Job Address '2.:: I e.. s=-e:, IQ~ .s \........, o c::. !:::> A-..., E__ Suite: APN: ZoS' · I ~D-2-1 · oo -----
CT/Project #: __________________ Lot#: ___ _
Fire Sprinklers: yes/€!§) Air Conditioning: yes;€£) Electrical Panel Upgrade: 03) no
BRIEF DESCRIPTION OF WORK: t>@:..c""\O E..., t't\.,..,...._, L:(......,.,_CJ"L (44-C "-· -· "')
\~E:.~ C......-,-.,o..~e. ( 4:J 3) A. 9 · '-' · ~v. C,__.c-.-.-"~ ( <..:, 75' ~ -~. ")
0 Addition/New: (e. 7 5 Living SF, 44-Deck SF, ___ Patio SF, 4-1 ~ Garage SF
Is this to create an Accessory Dwelling Unit? ({:f!j No New Fireplace? Yes I® if yes how many? __
D Remodel: ____ SF of affected area Is the area a conversion or change of use ? Yes/ No
D Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
D Solar: ___ KW, ___ Modules, Mounted: Roof/ Ground , Tilt: Yes/ No, RMA: Yes/ No, Battery: Yes/ No
Panel Upgrade: Yes/ No
D Re roof:-------------------------------------
□ Plumbing/Mechanical/Electrical Only: _________________________ _
D Other: ____________________________________ _
APPLICANT (PRIMARY CONTACT) PROPERTY OWNER
Name~t-'\ \-4~~-r-Name: \?:=Jo..'( ~~ ....... T ~,~1---
Address: ~4 H Ci. ,o:..rt,_ ~ 1 • -!>TE:-A Address: '2-1 < ... :S-~~ c..i..~c'-!:)1::> ~v L
City: C::::-~""--.,P.::,--:> State: c:.., Zip: °f~ClO'e::) City: <-Aia.\..,.SS~::> State:c..,,.. Zip: 9 2.00h
Phone: ]<... e · 2..l 3 · (4-C..Q Phone: 7 (,og • 4-C\J · Sc.,7 '7
Email: \d~, L:r"'-,-\~~ ........ C-'4-'1~'2 Email: ____________________ _
~~ .... ~-c.....-.\
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 of 2 Rev. 06/18
( OPTION A): WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
0 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: I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to 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 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.
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:
D I, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure is not intended or offered for sale (Sec.
7044, Business and Professions Code: The Contractor's License Law does not apply to an owner of property who builds or improves thereon, and who does such work
himself or through his own employees, provided that such improvements are not intended or offered for sale. If, however, the building or improvement is sold within
one year of completion, the owner-builder will have the burden of proving that he did not build or improve for the purpose of sale).
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 Section ________ Business and Professions Code for this reason:
1. I personally plan to provide the major labor and materials for construction of the proposed property improvement. 0 Yes O No
2. I (have/ have not) signed an application for a building permit for the proposed work.
3. I 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/ type of work):
OWNER SIGNATURE: □AGENT ---------------------------DATE: _____ _
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? □ Yes O No
Is the applicant or future building occupant required to obtain a permit from the air pollution control district or air quality management district? D Yes D No
Is the facility to be constructed within 1,000 feet of the outer boundary of a school site? □ Yes □ 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 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 AND KEEP
HARMLESS THE CITY OF CARLSBAD AGAINST ALL LIABILITIES, JUDGMENTS, COSTS AND 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 S'O' deep and demolition or construction of structures over 3 stories in height.
EXPIRATION: Every permit issued by the Building Offic· I 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 m the da o such permit or if the building or work authorized by such permit is suspended or abandoned at any time
after the work is commenced for a period of 180 ys (Secti 06.4. Uniform Building Code).
APPLICANT SIGNATURE:
1635 Farad ay Ave Carlsbad, CA 92008
8-1
Ph: 760-602-2719 Fax: 760-602-8558
Page 2 of 2
Email: Building@carlsbadca.gov
Rev. 06/18
( OPTION A}: WORKERS'COMPENSATION DECLARATION:
I hearby affirm under penalty of perjury one of the following declarations:
D I have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the labor Code, for the performance of the
work which this permit Is Issued.
D 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 pollcy number are: Insurance Company Name: ____________________ _
Polley No. _____________ Expiration Date: _________ _
□ Certificate of Exemption: I certify that In the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to be come
subject to the workers' compensation Laws of callfornla. WARNING: Fallure 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, dama1es as provided for In Section 3706 of the Labor Code,
Interest and attorney's fees.
□AGENT DATE: CONTRACTOR SIGNATURE: ------------------------------
( OPTION B ): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Law for the following reason:
Qg 1, as owner of the property or my employees with wages as their sole compensation, will do the work and the structure ls 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
pursuantto 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 labor 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. I 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):
S. I will provide some of the work, but I have contracted (hired) the foll owing persons to provide the work Indicated (Include name/ address/ phone / type of work):
OWNER SIGNATURE: ---~~F--Jtd--f~~---· ______ □AGENT DATE: os/1112020
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: N/ A 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 bu·slness 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? □ 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? □ Yes □ 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 I have read the application and state that the above information ls 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 CnY OF CARLSBAD AGAINST All LIABILITIES, JUOGMEN15, COSTS AND EXPENSES WHICH MAY IN Am 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 over3 stories In height.
EXPIRATION: Every permit Issued by the Building Offtc I under the provisions of this Code shall expire by limitation and become null and void If the bull ding or work authorized
by such permit ls not commenced within 180 days the da uch permit or If the building or work authorized by such permit Is suspended or abandoned at any time
after the work ls commenced for a period of 180 ys (Sectl 06.4. Uniform Building Code).
APPLICANT SIGNATURE:
1635 Faraday Ave Carlsbad, CA 92008
B-1
Ph: 760-602-2719 Fax: 760-602-8558
Page 2 of2
Email: Building@carlsbadca.gov
Rev. 06/18
PERMIT INSPECTION HISTORY for (CBR2020-0457)
Permit Type: BLDG-Residential
Work Class: Single Family Attached
Application Date: 02/25/2020 Owner: OWNER GAUTHIER RAYMOND C
Status:
Scheduled
Date
10/07/2020
11/10/2020
03/09/2021
03/16/2021
Issue Date: 05/11/2020 Subdivision: BELLEDONNA HEIGHTS UNIT# 1
Closed -Finaled Expiration Date: 05/10/2021
IVR Number: 25045
Address: 2123 BASSWOOD AVE
CARLSBAD, CA 92008-1113
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Reinspectlon Inspection
10/07/2020
11/10/2020
03/09/2021
03/16/2021
Status
Checklist Item COMMENTS
BLDG-13 Shear Panels-HD (ok September 28, 2020: (virtual inspection).
to wrap) 1. Two Interior shear wall panels-(onty).
2. nailing pattern/type of material per
engineers plans and specifications -
approved.
3. Insulation: walls, ceiling lids, roof lid,
and title 24 insulation penetrations, and
perimeter windows (typical)-approved.
BLDG-17 Interior 140444-2020 Passed Peter Drelbolbls
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-18 Exterior 140280-2020 Passed Poter Dreibelbis
Lath/Drywall
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-23 143468-2020 Passed Paul Burnette
Gas/Test/Repairs
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-Final Inspection 152259-2021 Failed Paul Burnette
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
BLDG-Final Inspection 152767-2021 Passed Paul Burnette
Checklist Item COMMENTS
BLDG-Building Deficiency
BLDG-Plumbing Final
BLDG-Mechanical Final
BLDG-Structural Final
BLDG-Electrical Final
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Complete
Passed
Yes
Relnspectlon Incomplete
Passed
No
No
No
No
No
Complete
Passed
Yes
Yes
Yes
Yes
Yes
Tuesday, March 16, 2021 Page 3 of 3
PERMIT INSPECTION HISTORY for (CBR2020-0457)
Permit Type: BLDG-Residential
Work Class: Single Family Attached
Application Date: 02/25/2020 Owner: OWNER GAUTHIER RAYMOND C
Issue Date: 05/11/2020 Subdivision: BELLEDONNA HEIGHTS UNIT# 1
Status: Closed -Finaled Expiration Date: 05/10/2021
IVR Number: 25045
Address: 2123 BASSWOOD AVE
CARLSBAD, CA 92008-1113
Scheduled
Date
Actual Inspection Type
Start Date
Inspection No. Inspection Primary Inspector Relnspectlon Inspection
08/28/2020
Checklist Item
BLDG-Building Deficiency
Status
COMMENTS
August 17, 2020: (virtual Inspection).
1. Plywood roof sheathing nailing per
engineers trusscalcs./drag nailing and
perimeter/field nailing-approved.
2. OK to cover/dry-in with roofing
underlayment-system/materials.
08/28/2020 BLDG-22 Sewer/Water
Service
136927-2020 Passed Tony Alvarado
Checklist Item
BLDG-Bullding Deficiency
COMMENTS
August 28, 2020:
1. Underground gas piping under test with
tracer wire, and water plumbing line lateral
owner side underground-approved.
0910212020 0910212020 BLDG-13 Shear 137222-2020 Passed Tony Alvarado
09/2212020
0912812020
Panels/HD (ok to wrap)
0912212020 BLDG-84 Rough
Combo(14,24,34,44)
138898-2020 Passed Tony Alvarado
Checklist Item
BLDG-14
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout
BLDG-34 Rough Electncal
BLDG-44
Rough-Ducts-Dampers
COMMENTS
09/28/2020 BLDG-16 lnsulatlon
Checklist Item
139405-2020
COMMENTS
Passed Tony Alvarado
BLDG-Building Deficiency September 28, 2020: (virtual inspection).
1. Two interior shear wall panels-(only).
2. nailing pattern/type of material per
engineers plans and specifications -
approved.
3. Insulation: walls , ceiling lids, roof lid,
and title 24 insulation penetrations, and
perimeter windows (typical)-approved.
BLDG-83 Roof Shoaling, 139516-2020
Exterior Shear (13, 15)
Passed Tony Alvarado
Tuesday, March 16, 2021
Passed
Yes
Passed
Yes
Passed
Yes
Yes
Yes
Yes
Passed
Yes
Complete
Complete
Complete
Complete
Complete
Page 2 of 3
Building Permit Inspection History Finaled
{city of
Carlsbad
PERMIT INSPECTION HISTORY for ( CBR2020-0457)
Permit Type: BLDG-Residential Application Date: 02/25/2020 Owner: OWNER GAUTHIER RAYMOND C
Work Class: Single Family Attached Issue Date: 05/11/2020 Subdivision: BELLEDONNA HEIGHTS UNIT# 1
Status: Closed -Finaled Expiration Date: 05/10/2021 Address: 2123 BASSWOOD AVE
IVR Number: 25045 CARLSBAD, CA 92008-1113
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Relnspection Inspection
Date Start Date Status
05/1812020 05/18/2020 BLDG-SW-Pre-Con 127732-2020 Passed Tony Alvarsdo Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency May 18, 2020-spoke to superintendent Yes
foreman regarding SVVPPS stormwater
measures are intact and in place -
approved.
06/11/2020 0611112020 BLDG-21 129762-2020 Passed Tony Alvarado Complete
Underground/Underflo
orPlumblng
Checklist Item COMMENTS Passed
BLDG-Building Deficiency June 10, 2020-underground plumbing, Yes
sewer plumbing line, and cleanouts, under
water test and approved.
06/29/2020 06129/2020 BLDG-11 131326-2020 Passed Paul Burnette Complete
Foundatlon/Ftg/Pleni
(Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
07122/2020 07/22/2020 BLDG-14 133378-2020 Passed Michael Collins Incomplete
Frame/Steel/Bolting/We
ldlng (Docks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency July 21, 2020: Yes
1. 2nd. Floor plywood nailing
work-approved.
07/30/2020 07/30/2020 BLDG-33 Service 134227-2020 Paased Tony Alvarado Complete
Change/Upgrade
Checklist Item COMMENTS Passed
BLDG-Building Deficiency July 30, 2020: Yes
1. New 200 amp main Electrical service
panel-rough electrical scope of work
inspection reviewed/approved.
2. SDGE work order reviewed.
08/18/2020 08/1812020 BLDG-15 Roof/RoRoof 135895-2020 Passed Tony Alvarado Complete
(Patio)
Tuesday, March 16, 2021 Page 1 of 3
Carlabad cbR2020-0457
3/11/2020
(City of
Carlsbad
SPECIAL INSPECTION
AGREEMENT
B-45
Development Services
Bulldln& Division
1635 Faraday Avenue
760-602-2719
www.carlsbadca.gov
In accordance with Chapter 17 of the Callfomla Building Code the follow Ing must be completed when work being performed
requires. speelal Inspection, structural observation and construction mat1'rlal tesUng.
Project/Pe,CM2.o2D-®7 Project Address: ________________ _
A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNERJAUTHORIZED AGENT. Please check If you are 0....ner-Bultder
□. (If you checked as owner-builder you must also complete Section 8 of this agreement.)
Name: (Pleasepri11t-""'5A~ \,,,-\"-,; <:.J'""----r-
!F...,_J (MI) (Lai.II
MailingAddres · 2..-C\\i S't' ... ,..t;_ 'it\• c-,-,a..._-..i!:,,0,..9 c-,a... ci'\.QO~
Email ~Lli&.,4:w..r \+Q.l..#-. e \\.o,-.,;,K.""'"""""''"-•C•~--PhOne: J.,o • ~---'~~____:_~--~-~ O
I am: □Property Owner /r3roperty OWner's Agent of Record OArchilect of Record □Engineer of Record
State of Callfomla Registralion Numbe · Expiration Date: _______ _
AGREEMENT: I. the undersigned, declare under penatty of perjury under the laws of the State of California, that I have read,
understand, acknowledge a d promise to comply with the City of Carlsbad requirements for special inspections, structural
observations, construction aterials testing and off-site fabrication of building components, as prescribed in !he statement of
special inspections not the appr plans and, as required by the California Buildlng Code.
Slgnatur · Date: f-• ~ • Zc ~ O
B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706), This section must be completed by the
contractor I builder I owner-builder.
Contractor's Company Name: __________________ Ple$e checll if you are Owner-Bu,tder :K
Ray C Gauthier Name: {Pteaseprint) ___ ..,__~~-------~=---------~~-------11,,s,J 1"11.J (I.'"!!
3576 Highland Drive, Carlsbad CA 92008 Mailing Address: _____ ;:_ __________________________ _
Email: _"ga_u_1_h_ie_r_:c_o_n_s1_r_u_c_1i_o_n.;:@_m_sn_._co_m ___________ Phone· 760-497-5679
State of California Contractor's License Number: _________ Expiration Date: ______ _
I acknowledge and, am aware, of special requirements contained in the statement of special inspections noted on
the approved plans;
l acknowledge that control will be exercised to obtain conformance with the construction documents approved by the
building official;
I will have In-place procedures for exercising control within our (the contractor's) organization. for the method and
frequency of reporting and the distribution of the reports; and
• I certify that I wil have a qualified person within our (the contractor's) organization to exercise such control.
I w/lJ ecertsts , no,, CPPPrttttu,c tu GJW?R/t1a£C wwz cac hc«en tlP:f t z ec/w m mm,11Uoa rtaer
l,ypecflpn.
~Jn,Q. / Cl,,--LL ._ . 5/11/2020 Signature·..._ ___ ~_,,;=:. __ na,, __ jL+l--=-------'Date: _______ _
B-45 Page 1 of 1 Re~. 08J11
Project Name
Project Address
Contractor
Subcontractor
Concrete
Structural Steel
Basswood ADU
2123 / 2125 Basswood Ave,
Carlsbad
Gauthier
Pre-Stressed Concrete
Fire Proofing
Date 7 /29/20
Permit# CBR2020-0457
Architect
Engineer David Thomas Engineering
_ Masonry
Other
_Epoxy X Wood
Description of work observed
Arrived on site to provide periodic special inspection of shear walls requiring nailing at 4" on center or
less, Hardy Frame installations, and Titen HD anchor installations. Inspection included sheathing type and
thickness. Verified nail spacing, edge distance and penetration. Top and bottom shear transfers were
complete. Hardy Frames were installed per manufacturer instructions. 5/8" diameter X 8" long Titen HD
anchors were installed throughout. Verified anchor installation per ESR 2713 and I 056. All work appeared to
be complete at time of inspection.
NOTICE: 1 hereby certify that, al the lime of this inspection, I have observed all of the abm,e reported work, unkss otherwise noted. To the best
of my knowledge and belief. I have fuund this work to comply with the approved plum, specifications, and applicable section(s) of the governing
Building Code, as applicable to the municipa,/ity where this project is located. This report cannot l!e constructed to be a recommendation of work
of any nature to be pe,:formed It should be noted that our presence and the services provided do not relieve the contractor from its obbgation to
meet contractual requirements.
Michael Vidovich
In&
The Owner or a successor in interest shall hold harmless Shoreline Special Inspection, Inc., a
California Corporation, from any and all legal proceedings of any nalllre whatsoever, that are related
to the inspection services provided in this report. Should Shoreline Special Inspection, Inc. be required
to institute legal action for the collection of a debt incurred as a result of the acceptance of this report,
Shoreline Special Inspection, Inc. shall he entitled lo Attorney's fees and costs incu"ed in said action.
1262 / 8292714
Certi ation #
619-206-3884
l
EsGil
DATE: 4/17/2020
JURISDICTION: Carlsbad
PLAN CHECK#.: cbR2020-0457
PROJECT ADDRESS: 2125 Basswood Ave
PROJECT NAME: Garage and ADU above
SET II
□tPLICANT 1 JURIS.
D The plans transmitted herewith have been corrected where necessary and substantially comply
with the jurisdiction's building codes.
[gl 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:
[gl 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: Lf / 11 /) 0 (by:s;: /VJ) Email:
Mail Telephone Fax In Person
4/7/2020
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
✓• EsG1I
/\ SAF!::huilt Co1np,H1y
DATE: 3/11/2020
JURISDICTION: Carlsbad
PLAN CHECK#.: cbR2020-0457
PROJECT ADDRESS: 2125 Basswood Ave
PROJECT NAME: Garage and ADU above
SETI
APPLICANT
JURIS.
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:
□
~
□
Sam Wright
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: Sam Wright Telephone#: 760-497-5679
Date contacted: S ; l l (by'fJS)) Email: wrighthaus@roadrunner.com
~ ~ Fax In Person
ftEMARKS:
By: Richard Moreno
EsGil
Enclosures:
2/27/2020
9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576
Carlsbad cbR2020-0457
3/11/2020
[DO NOT PAY -THIS IS NOT AN INVOICE]
VALUATION AND PLAN CHECK FEE
JURISDICTION: Carlsbad
PREPARED BY: Richard Moreno
BUILDING ADDRESS: 2125 Basswood Ave
BUILDING OCCUPANCY:
PLAN CHECK#.: cbR2020-0457
DATE: 3/11/2020
BUILDING
PORTION
adu
garage
deck
Air Conditioning
Fire Sprinklers
TOTAL VALUE
Jurisdiction Code cb
i 1997 UBC Building Perm t Fee -----------
1997 UBC Plan Check Fee
-----------
Type of Review:
D Repetitive Fee -·;-1 Repeats
--"
Comments:
AREA Valuation
(Sq.Ft.) Multiplier
. 675
473
44
By Ordinance
-----, ...
_"'_[
Complete Review
D Other
D Hourly
EsGil Fee
Reg. VALUE ($)
Mod.
132,785
132,785
D Structural Only
1--------,1 Hr. @ •
$483.09J
Sheet 1 of 1
Carlsbad cbR2020-0457
3/11/2020
PLAN REVIEW CORRECTION LIST
SINGLE FAMILY DWELLINGS AND DUPLEXES
PLAN CHECK#.: cbR2020-0457 JURISDICTION: Carlsbad
PROJECT ADDRESS: 2125 Basswood Ave
FLOOR AREA:
Garage: 473 sq-ft
ADU: 675 sq-ft
Habitable:
Deck: 44 sq-ft
REMARKS:
DATE PLANS RECEIVED BY
JURISDICTION:
DATE INITIAL PLAN REVIEW
COMPLETED: 3/11/2020
FOREWORD (PLEASE READ):
STORIES: 2
HEIGHT: 22-ft
DATE PLANS RECEIVED BY
ESGIL CORPORATION: 2/27/2020
PLAN REVIEWER: Richard Moreno
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.
Carlsbad cbR2020-0457
3/11/2020
PLANS
1. The following note should be given with each correction list:
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.
2. All sheets of plans must be signed by the person responsible for their
preparation. (California Business and Professions Code).
3. Plans deviating from conventional wood frame construction 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).
ENERGY CONSERVATION
4. For plans submitted for plan check on or after 1/3/2020, provide an energy
design detailing compliance with the Mandatory Measures and either the
Performance or Prescriptive Methods of compliance. The Prescriptive design
and the latest Performance software programs are available at:
http //www. energy. ca. gov /title24/2019sta nda rds/mdex. html
5 A complete energy plan check will be performed after completed and/or the
corrected energy design (CF1 R) has been provided. The design sheets must be
signed by the document author and /or responsible designer.
6. Prior to the initial plan submittal, the energy design was required to be registered
with the appropriate HERS provider data registry. Prior to the next plan review,
please register the energy design and resubmit plans with completed forms
(registration number).
Carlsbad cbR2020-0457
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7. Include on the Title Sheet of the plans the following statement: "Compliance with
the documentation requirements of the 2019 Energy Efficiency Standards is
necessary for this project. Registered, signed, and dated copies of the
appropriate CF1 R, CF2R, and CF3R forms shall be made available at necessary
intervals for Building Inspector review. Final completed forms will be available for
the building owner."
8. Include all applicable sections of the (MF1 R) RMS-1 form or the specifications
contained thereon with the plans.
9 A photovoltaic system meeting the minimum qualification requirements as
specified in Joint Appendix JA 11, with annual electrical output equal to or greater
than the dwelling's annual electrical usage as determined by equation 150.1-C is
required. ES Section 150.1 (c) 14. Please specify on the title sheet of the plans
that this is to be a deferred submittal (if deferred submittals are allowed by the
Jurisdiction).
10. Electric Vehicle Charging: Note on the plans that electrical vehicle supply
equipment (EVSE) rough-in only is required in one-and two-family dwellings and
town homes with attached garages. The EVSE rough-in consists of a minimum 1"
conduit extending from the main panel to a junction box where the EVSE
receptacle box will be provided. The main service panel must be sized to
accommodate a future 208/240 Volt 40 ampere dedicated branch circuit.
California Green Code 4.106.4.
11. Instantaneous water heaters shall have isolation valves on both the cold and the
hot water piping leaving the water heater complete with hose bibs or other fittings
on each valve for flushing the water heater when the valves are closed. ES 110.3
12. 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, the½" 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)
13. Below grade hot water piping is required to be installed in a waterproof and non-
crushable sleeve or casing that allows for replacement of both the piping and
insulation.
Residential Energy Lighting Requirements: ES 150.0(k)
14. 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 "JA8-2019--E" shall not be installed in
enclosed luminaires. ES 150.0(k)
15. In bathrooms, garages, laundry rooms, and utility rooms at least one luminaire
shall be controlled by a vacancy sensor.
Carlsbad cbR2020-0457
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16. Dimmers or vacancy sensors shall control all LED style luminaires. Two
exceptions: Fixtures installed in hallways or (closets under 70 square feet).
17. 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)
18. 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.
19 Masonry walls shall be insulated to meet the wall insulation requirements of
TABLE 150.1-A or B. ES150.0(c).5
Residential ventilation requirements: ES 150.0(o)/ASHRAE 62.2
20. 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.
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).
Mandatory Mechanical design requirements: ES 150.0
21. Mechanical system sizing from ASHRAE, SMACNA, or ACCA. See ES 150.0(h)
1 for information.
22. Installed air conditioner and heat pump outdoor condensing units shall have a
clearance of at least (5) feet from the outlet of any dryer exhaust duct
termination.
ROOFS/DECKS/BALCONIES
23. 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
24. 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.
25. 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
Carlsbad cbR2020-0457
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26. 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.
27. Show the sizes/locations of roof drains and overflows for deck. Section R903.4.
FIRE PROTECTION
28. Exterior walls and projections shall comply with one of the following tables.
Section R302.1. Please review and address the following specific concerns:
a)
Use this table if the building DOES NOT have an automatic fire sprinkler system.
Exterior Wall Element Min. Fire Rating Min. Fire Separation
Distance
(Fire-Resistance Rating) 1-hour, with exposure < 5 feet Walls from both sides
(Not Fire Rated) O hours .? 5 feet
Not Allowed N/A <2 feet
Projections (Fire-Resistance Rating) 1-hour on the ;,: 2 feet to 5 feet underside " "
(Not Fire Rated) 0 hours > 5 feet
• May be reduced to O hours on the underside of the projection if fire blocking is
provided from the wall's top plate to the underside of the roof sheathing.
t> May be reduced to O hours at rake overhangs where gable vent openings are
not installed.
c Heavy timber or fire-retardant treated wood may be substituted for the 1-hour
on the underside.
29. Show locations of permanently wired smoke alarms with battery backup, per
Section R314:
a) On each story, including basements.
30. 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.
Carlsbad cbR2020-0457
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31. 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) On each story, including basements.
b) Where a fuel-burning appliance is installed in a bedroom or its attached
bathroom. a carbon monoxide alarm shall be installed within the bedroom.
♦ 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.
32. 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.
33. Provide a note on the plans stating: "Penetrations of fire-resistive walls, floor--
ceilings and roof-ceilings shall be protected as required in CRC Section R302.4."
34. Unless garage is for the sole usage of ADU, Walls and floors separating units
shall have a sound transmission class (STC) of not less than 50. Additionally,
floors must have an impact insulation class (IIC) rating of not less than 50. CBC
Section 1207. Show the location of and provide details of the listed wall and
floor/ceiling assemblies and indicate the listing agency and listing number for the
tested ratings.
35. Guards (Section R312):
a) Shall be detailed to show capability to resist a concentrated load of 200
pounds in any direction along the top rail and 50 psi for infill components.
Calculations may be required. Table R301.5.
GARAGE AND CARPORTS
36. Effective July 1, 2019, new or replacement of automatic garage doors shall have
battery back-up installed for any garage door openers. SB969.
37. 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.
Carlsbad cbR2020-0457
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38 The area of the floor used for parking of vehicles shall be sloped to drain toward
the main vehicle entry doorway Section R309.1
STRUCTURAL
39. Please provide evidence that the engineer-of-record (or architect) has reviewed
the truss calculation package prepared by others (i.e., a "review" stamp on the
truss calculations or a letter). CBC Section 107.3.4.1.
40. Provide a letter from the soils engineer confirming that the foundation plan,
grading plan and specifications have been reviewed and that it has been
determined that the recommendations in the soils report are properly
incorporated into the construction documents (when required by the soil report).
MECHANICAL
41. Show a permanent electrical receptacle outlet and lighting fixture controlled by a
switch located at the entrance for furnaces located in an attic. CMC Section
304.4.4
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. Include on the plans the following specifications for electrical devices installed in
dwellings: CEC Article 210 & 406
a)
b)
Tamper resistant receptacles for all locations described in 210.52 and
550.13.(i.e. all receptacles in a dwelling).
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.
44. 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.
Carlsbad cbR2020-0457
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RESIDENTIAL GREEN BUILDING STANDARDS
The California Building Standards Commission has adopted the Green Building
Standards Code and must be enforced by the local building official. The following
mandatory requirements for residential construction must be included on your plans.
CGC Section 101.3. The Standards apply to newly constructed residential buildings,
along with additions/alterations that increase the building's conditioned area, volume
or size. CGC Section 301.1.1. Provide a sheet on the plans labeled "Green
Building Code Requirements" and include the following notes as applicable.
45. Electric Vehicle Charging. Note on the plans that electrical vehicle supply
equipment (EVSE) is required in NEW one-and two-family dwellings and
townhomes with attached garages. Include the following information on the
plans: A minimum size 1" conduit originating from a panel or service having a
spare 40 ampere 240-volt capacity terminating in a box located in close proximity
to the location of the future EV charger. CGC 4.106.4.
46. 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.
47. 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.
48. Indoor water use. Show compliance with the following table, per CGC Section
4.303.1.
FIXTURE FLOW RATES
FIXTURE TYPE MAXIMUM FLOW RA TE
Water closets 1.28 gallons/flush
Urinals (wall-mounted) 0.125 gallon/flush
Urinals (others) 0.5 gallon/flush
Showerheads 1.8 gpm @ 80 psi
Lavatory faucets 1.2 gpm @ 60 psi 1
Kitchen faucets 1.8 gpm @ 60 psi
Metering faucets 0.20 gallons per cycle
1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi.
Carlsbad cbR2020-0457
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49. 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.
50. Note on the plans that landscape irrigation water use shall have weather or
soil-based controllers. CGC Section 4.304.1.
51. Recycling. Note on the plans that a minimum of 65% of construction waste is to
be recycled. CGC Section 4.408.1.
52. Recycling. Note on the plans that the contractor shall submit a Construction
Waste Management Plan, per CGC Section 4.408.2.
53. 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.
54. Note on the plans that the gas fireplace(s) shall be a direct-vent sealed-
combustion type. Woodstove or pellet stoves must be US EPA Phase II rated
appliances. CGC Section 4.503.1.
55. 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.
56. 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.
57. Interior moisture control. Note on the plans that concrete slabs will be
provided with a capillary break. CGC Section 4.505.2.1.
58. Interior moisture control. Note on the plans that the moisture content of wood
shall not exceed 19% before ii 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.
59. 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.
60. 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.
Carlsbad cbR2020-0457
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a) Complete a Residential Occupancies Application Checklist that includes
the minimum criteria. It is available at https//www.hcd.ca.gov/buildinq-
standards/calgreen/cal-green-forms.shtml
CITY REQUIREMENT
61. Roof mounted equipment must be screened and roof penetrations should be
minimized (City Policy 80-6). The policy is in f:/document.
62. For gas piping under slabs that serve kitchen island cooktops, see Policy 91-46 for
special sleeve and clean-out requirements.
63. Overflow roof drains shall terminate in an area where they will be readily visible
and will not cause damage to the building. If the roof drain terminates through a
wall, the overflow drain shall terminate 12" minimum above the roof drain. Policy
84-35.
64. No wiring is permitted on the roof of a building and wiring on the exterior of a
building requires approval by the Building Official. (City Policy
65. Condominium units, either R-1 or postage stamp R-3's, less than 1,000 sq. ft. must
have minimum 60 amp service and those over 1,000 sq. ft. must have minimum
100 amp service (City Policy 83-33)
66. All new residential units shall include provisions specifically designed to allow the
later installation of any system which utilizes solar energy as an alternative
energy source. No building permit shall be issued unless the piping or conduit
and roof penetration details required pursuant to this section are indicated in the
building plans.
67. For plans submitted to the City on or after 4/12/19, the following Electric Vehicle
requirements apply, per Carlsbad ordinance:
For the following types of projects, a minimum of one "EVSE (Electric Vehicle Supply
Equipment) ready space" shall be installed:
• New one-and two-family dwellings
• Townhouse style with attached garages
• Major residential renovations (defined as renovations/additions having a
valuation of $60,000 or more)
• Any project with an electrical service upgrade (including upgrades for PV
installation)
The "EVSE ready space" shall have the following: Panel capability, 40A 2 pole breaker,
1" raceway, No. 8 conductors installed to the anticipated charger location.
Carlsbad cbR2020-0457
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Major exceptions: 1. ADU's without additional parking are exempted. 2. Renovations
that do not include an electrical upgrade do not require the panel capability or the 40A
breaker. Check with the City for complete information.
68. If CalGreen requires a Waste Management Plan from the City
69. If special inspection is required, the designer shall complete the city's "Special
Inspection Agreement" found at the end of th is list.
MISCELLANEOUS
70. 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.
71. 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 □
72. 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 Richard Moreno at EsGil. Thank you.
. ,
David Thomas
Engineering, A.P.C.
Structural Engineering Services
Structural Calculations
(Proposed Addition) -r:1VED
~ i 5 2020
Project LS BAD
-,. I-. ~Basswood Residence/ 20106 L., --., IU !.JIVISION
U &. 2±25 odsswood Avenue
Carlsbad, California 92008
Prepared For
Sam Wright
Wright Design
2911 State Street
Carlsbad, California 92008
2-4-20
Mailing: 3525 Del Mar Heights Road, #331, San Diego, California 92130
Physical: 12625 High Bluff Drive, Suite 106, San Diego, California 92130
Office Phone: (858) 201-3072 Cell Phon e: (858) 336-9902
Website: www.dtengsd.com Email: david@dtengsd.com
> I--0
Job Basswood Residence 20106
I • /qz\. i\
/D\ /E·\ Calculated by __ ~L,,_S_ Date ____ _
David Thomas Engineering
TABLE OF CONTENTS
1. PROJECT SCOPE/ DESIGN CRITERIA.
2_ DESIGN LOADS ........ 3
3. VERTICAL ANALYSIS:
A. HORIZONTAL MEMBER DESIGN (BEAMS, HEADERS, JOISTS, ETC.) .. 4-9
B. VERTICAL MEMBER DESIGN (COLUMNS, STUDS, ETC.).
4. LATERAL ANALYSIS:
A. SEISMIC/WIND LOADING ANALYSIS & LATERAL DISTRIBUTION ---.......
B_ LATERAL LOAD-RESISTING DESIGN:
10-11
12-15 I. SHEARWALL DESIGN _______________ ... -----.........
II. CANTILEVERED STEEL COLUMN ELEMENTS ________ ...
Ill. STEEL MOMENT FRAMES ...... _ ..........
IV. _______ _
5. FOUNDATION DESIGN:
A. CONTINUOUS & SPREAD FOOTINGS.
B_ RETAINING WALLS ............ ..
C. CONCRETE GRADE BEAMS ___________ ------------
0. DEEPENED CONCRETE PIERS/CAISSONS .. _ ..........
E.
6_ SCHEDULES:
A. SHEARWALL SCHEDULE
B. HOLD DOWN SCHEDULE .. __________ _
C SPREAD FOOTING SCHEDULE .. __
16
17
---------~1=8 __
19
Page 1 of 19
Job Basswood Residence 20106 .
1D E\\ ( ... ___ ;
Calculated by ___ =L=S-Date ____ _
David Thomas Engineering
PROJECT SCOPE
Provide vertical and lateral load calculations for a proposed two-story addition to a single family residence 2125
Basswood Avenue, Carlsbad, California 92008. Residence to be constructed utilizing primarily wood-frame
construction. Roof framing to consist of a combination of conventional stick-frame and pre-fabricated wood roof
trusses (designed by other), and the foundation system to consist of a conventional slab-on-grade with
deepened perimeter footings. A soils report was provided for this project Therefore, the foundation design will
be based on the allowable soils bearing capacity and other recommended soil values as specified in the soils
report prepared for this project David Thomas Engineering makes no representations concerning the suitability
of the soils and/or allowable soil values recommended by the soils engineer.
These calculations have been prepared for the exclusive use of Ray Gathier and their design consultants
for the specific site listed above. Should modifications be made to the project subsequent to the preparation
of these calculations, David Thomas Engineering should be notified to review the modifications with respect
to the recommendations/conclusions provided herein, to determine if any additional calculations and/or
recommendations are necessary. Our professional services have been performed, our findings obtained,
and our recommendations prepared in accordance with generally accepted engineering principles and
practices.
GOVERNING CODE:
CONCRETE:
MASONRY:
REINFORCING STEEL:
STRUCTURAL STEEL:
SAWN LUMBER:
E.W.P.:
GLULAMS:
SOIL:
DESIGN CRITERIA SUMMARY
2016 C.B.C.
fc = 2500 PSI {MIN.), NO SPECIAL INSPECTION REQ'D, (U.N.O.)
ASTM C90, I'm= 1500 PSI, SPECIAL INSPECTION REQ'D, (U.N.O.)
ASTM A615, F, = 60 KSI FOR #4 AND LARGER (U.N.O.)
ASTM A992, F, = 50 KSI (ALL 'W' SHAPES, ONLY)
ASTM A36, F, = 36 KSI (STRUCTURAL PLATES, ANGLES, CHANNELS)
ASTM A500, GRADE B, F, = 46 KSI {STRUCTURAL TUBES-HSS)
ASTM A53, GRADE B, F, = 35 KSI (STRUCTURAL PIPES)
DOUG FIR LARCH, ALLOWABLE UNIT STRESSES PER 2012 NDS.
BOISE-CASCADE: BC I-JOIST (ICC-ESR-1336), VERSA-LAM (ICC-ESR-1040)
DOUGLAS FIR OR DOUGLAS FIR/HEM
GRADE 24F-V4 (SIMPLE SPANS) GRADE 24F-V8 (CANTILEVERS)
SOILS REPORT BY: East County Soil Consultation, Inc.
DATED: January 17, 2020
ALLOWABLE BEARING PRESSURE
ACTIVE SOIL PRESSURE (CANTILEVER)
ACTIVE SOIL PRESSURE (RESTRAINED)
PASSIVE SOIL PRESSURE
COEFFICIENT OF FRICTION
= 2 000 PSF
= _____ PCF
= PCF =---3cc0cc0--PCF
=--~0~.4~0~-
Page 2 of 19
Job Basswood Residence 20106
Calculated by ___ LS~Date ___ _
David Thomas Engineering
DESIGN LOADS
MATERIAL:
ROOF SLOPE:
DEAD LOAD:
ROOFING MATERIAL ............................................................................ .
, SHEATHING ................................................................................................. .
RAFTERS/C.J. (or) TRUSSES ........................................................................ .
INSULATION ................................................................................................... .
DRYWALL ....................................................................................................... .
OTHER (ELEC., MECH., MISC.) .................................................................... .
TOTAL DEAD LOAD:
LIVE LOAD:
TOTAL LOAD:
FLOOR MATERIAL:
DEAD LOAD:
FLOORING FINISH ........................................................................................ .
LT. WEIGHT CONCRETE (-==-.in.) ............................................................... .
SHEATHING ................................................................................................... .
JOISTS ............................................................................................................. .
DRYWALL ........................................................................................................ .
OTHER (ELEC., MECH., MISC.) ....................................................................... .
TOTAL DEAD LOAD:
LIVE LOAD:
TOTAL LOAD:
CASE1
~~(}lfrL.fi '{@
l<>,Q PSF
1.5
4.0
1.5
2.5
0.5
o?o.0 PSF -<O .0 PSF
'(o .O PSF
FLOOR
T {'-12:
/9.o PSF
2.0
3.5
2.5
3.Q
$0.0 PSF q ... Q PSF
70 .o PSF
EXTERIOR WALL FINISH: srucco
CASE II -
1.5
4.0
1.5
2.5
0.5
PSF
.0 PSF
.0 PSF
.0 PSF
DECK
Tlbl=
l'l,o PSF
2.0
3.5
2.5
3.0
Sc.O PSF
Go.Q PSF
;i'o.o PSF
STUDS .............................................................................................................. 1.0 PSF 1.0 PSF
DRYWALL ....................................................................................................... 2.5 2.5
INSULATION ...................................................................................................... 1.5 1.5
EXTERIOR FINISH .......................................................... ... . .. . .. ... ... . . . ... ... ... .. l O .0 .0
OTHER ................................................................................................................ --1.Jl. _.1.,Q
TOTAL LOAD: / G .0 PSF .0 PSF
INTERIOR WALL
STUDS ................................................................................................................................ .
DRYWALL ........................................................................................................................... .
1.0 PSF
5.0
OTHER ..................................................................................................................................... . 1.0
TOTAL LOAD: 7.q PSF
Page 3 of 19
--------·--------
~ Job Basswood Residence 20106
Calculated by __ ...,,L..,S_Date ___ _
David Thomas Engineering
Ream Design
DESIGN LEVEL: tJ fJ fE R fJ.oQR FRAMl>Jc,-
LABEL: fB~I SPAN= ,i?.2.o FT.
W, = ~6 f'sr)(?/:. I ~J> f'L.F
W,=(4arsrJ(½)= 8cf'LF
'-6= ('[_of'JF} ('f/4).:: la'QPLF
Pt =P,B'l'f ir;s)(3 )(t·¾~)= i ?;5 ¥ l.8s
If'' /l/11 ':J USE: 5-L~ X -1-lfl.t1MGRADE: _,,J'QO C: -
ALT: _______ GRADE: ____ C: __
LABEL: ___ _
W1=
W,=
P,=
P, =
SPAN= ____ ,FT.
USE: _______ GRADE: ____ C: __
ALT: _______ GRADE: ____ C: __
LABEL: ____ SPAN =---~FT.
w,=
W,=
P, =
P, =
USE: _______ GRADE: ____ C: __
ALT: _______ GRADE: ____ C: __
RL= ,?.J'S::z. lbs. RR=
Vw.x = :J.,G4/P lbs. E =
<i1.S o~ o
.;>c:f£;). lbs '
~,;co;,, ksi
MMAx = I /4'. J'l I'> ft-lbs. IREQ'D = -in'
Re= ___ lbs. RR= ___ lbs
Vw.x = ___ lbs. E = ____ ksi
MMu = ___ ft-lbs. IREQ'D = __ in'
RL = ___ lbs. RR= ____ lbs
Vw.x = ___ lbs. E = ___ ksi
MMu = ___ ft-lbs. IREQ•o = __ in•
Page 4 of 19
Wood Beam
DAVID THOMAS ENGINEERING
Structural Engineering Services
omce: (858) 201 -3072
Cell: (858) 336-9902
david@dtengsd.com
I, II",;
Description : FB-1
CODE REFERENCES
Project Title: Basswood Residence
Engineer: David Thomas, S.E.
Project ID: 20106
Project Descr:
Printed: 4 FEB 2020, 1 :23PM
ITE Team Foidef\0-Project Folders\2020\20106-Bassv,ood ADU-Wright\Engineering\Bassv,ood Residence.ec6 .
Software c . hl ENERCALC, INC. 1983-2018, Build:10.18.12.13 .
• · I• I e '
Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-16
Material Properties
Analysis Method : Allowable Stress Design
Load Combination ASCE 7-16
Fb +
Fb -
3,100.0psi
3,100.0 psi
3,000.0psi
E : Modulus of Elasticity
Wood Species : BoiseCascade
Wood Grade : VersaLam3100
Beam Bracing : Completely Unbraced
0(0.04) Lr(0.04)
0 q '
Fc -Prll
Fe -Perp
Fv
Ft
0(0.06) L(0.12)
00.128
5.25x14
Span = 22.0 ft
750.0psi
285.0 psi
2, 100.0psi
Ebend-xx 2,000.0ksi
Eminbend -xx 1,036.83ksi
Density 41.760pcf
0(0.04) Lr(0.04) v
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam sell weight calculated and added to loads
Uniform Load: D = 0.0160 ksl, Tributary Width = 8.0 It, (EXT. WALL)
Uniform Load : D = 0.020, Lr = 0.020 ksf, Extent = 0.0 --» 5.50 ft, Tributary Width = 2.0 ft, (ROOF)
Uniform Load : D = 0.020, Lr = 0.020 ksf, Extent = 16.50 --» 22.0 ft. Tributary Width= 2.0 ft, (ROOF)
Uniform Load: D = 0.030, L = 0.060 ksf, Extent = 5.50 --» 16.50 ft, Tributary Width = 2.0 It, (DECK)
DESIGN SUMMARY
Maximum Bending Stress Ratio 0.436 1 Maximum Shear Stress Ratio
Section used for this span 5.25x14 Section used for this span
fb : Actual 1,245.90psi fv : Actual
FB : Allowable 2,859.98psi Fv : Allowable
Load Combination +D+L+H Load Combination
Location of maximum on span 11.000ft Location of maximum on span
Span # where maximum occurs Span 11 1 Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection 0.189 in Ratio = 1398 >=360
Max Upward Transient Deflection 0.000 in Ratio= 0 <360
Max Downward Total Deflection 0.638 in Ratio= 413 >=240
Max Upward Total Deflection 0.000 in Ratio = 0 <240
Maximum Forces & Stresses for Load Combinations
Load Combination Max Stress Ratios Moment Values
Segment Length Span# M V Cd C FN Ci Cr Cm C t CL M fb
+O+H
Length = 22.0 Ft 0.332 0.158 0.90 0.983 1.00 1.00 1.00 1.00 0.95 12.36 864.91
+D+L+H 0.983 1.00 1.00 1.00 1.00 0.95
Length = 22.0 Ft 0.436 0.189 1.00 0.983 1.00 1.00 1.00 1.00 0.94 17.81 1,245.90
+D+Lr+H 0.983 1.00 1.00 1.00 1.00 0.94
Length = 22.0 Ft 0.264 0.123 1.25 0.983 1.00 1.00 1.00 1.00 0.90 12.97 907.25
+D+S+H 0.983 1.00 1.00 1.00 1.00 0.90
Design OK
0.189 : 1
5.25x14
53.87 psi
285.00 psi
+D+L+H
20.876 ft
Span# 1
Shear Values
F'b V fv F'v
0.00 0.00 0.00 0.00
2603.65 1.98 40.40 256.50
0.00 0,00 0.00 0.00
2859.98 2.64 53.87 285.00
0.00 0.00 0.00 0.00
3440.00 2.15 43.97 356,25
0.00 0.00 0.00 0.00
Page 5 of 19
' DAVID THOMAS ENGINEERING
Structural Engineering Services
Office: (858) 201-3072
Wood Beam
Cell: (858) 336-9902
david@dtengsd.com
Description : FB-1
Load Combination Max Stress Ratios
Segment Length Span I M V
Length = 22.0 ft 0.269 0.123
+D+0.750Lr +0.750L +H
Length = 22.0 ft 0.344 0.149
+D+0.750L+0.750S+H
Length = 22.0 ft 0.357 0.154
+D+0.60W+H
Length = 22.0 ft 0.214 0.089
+D+0.750Lr+0.450W+H
Length = 22.0 ft 0.221 0.094
+D+0.750S+0.450W+H
Length = 22.0 ft 0.214 0.089
+0,600+0.60W+0.60H
Length = 22.0 ft 0.128 0.053
+0+0. 70E +0.60H
Length = 22.0 ft 1 0.214 0.089
+D+-0. 750L +0. 750S+0.5250E +H
Length = 22.0 ft 1 0.284 0.111
+0.600+-0.70E+H
Length = 22.0 ft 1 0.128 0.053
Overall Maximum Deflections
Cd
1.15
1.25
1.15
1.60
1.60
1.60
1.60
1.60
1.60
1.60
C FN Ci
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
Project ntle: Basswood Residence
Engineer: David Thomas, S.E.
Project ID: 20106
Project Descr:
Printed: 4 FEB 2020, 1 :23PM
ITE Team Folder\0. Project Folders\2020\20106-Basswood ADU-Wright\Engineering\Basswood Residence.ec6 •
Software c . t'( ENERCALC, INC.1983-2018, Buitd:10.18.12.13 . . '
Moment Values Shear Values
Cr Cm Ct CL M lb F'b V fv F'v
1.00 1.00 1.00 0.92 12.36 864.91 3220.02 1.98 40.40 327.75
1.00 1.00 1.00 0.92 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.90 16.90 1,182.41 3440.00 2.61 53.18 356.25
1.00 1.00 1.00 0.90 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.92 16.44 1,150.66 3220.02 2.47 50.50 327.75
1.00 1.00 1.00 0.92 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.36 864.91 4049.80 1.98 40.40 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.81 896.66 4049.80 2.11 43.08 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.36 864.91 4049.80 1.98 40.40 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 7.42 518.95 4049.80 1.19 24.24 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.36 864.91 4049.80 1.98 40.40 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 16.44 1,150.66 4049,80 2.47 50.50 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 7.42 518.95 4049.80 1.19 24.24 456.00
Load Combination Span Max.·.• Den Location in Span Load Combination Max.·+· Den Location in Span
+D+L+H 1 0.6382 11 .080 0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 2.852 2.852
Overall MINimum 0.660 0.660
+D+H 2.192 2.192
+D+L+H 2.852 2.852
+D+Lr+H 2.412 2.412
+D+S+H 2.192 2.192
+D+0.750Lr+0.750L+H 2.852 2.852
+D+0.750L+0.750S+H 2.687 2.687
+D+0.60W+H 2.192 2.192
+0+0.7 50Lr +0.450W+H 2.357 2.357
+D+0.750S+0.450W+H 2.192 2.192
+0.600+-0.60W+0.60H 1.315 1.315
+D+0.70E +0.60H 2.192 2.192
+D+-0.750L +0. 750S+-0.5250E +H 2.687 2.687
+0.600+0.70E+H 1.315 1.315
D Only 2.192 2.192
Lr Only 0.220 0.220
L Only 0.660 0.660
SOnly
WOnly
EOnly
HOnly
Page 6 of 19
· DAVID THOMAS ENGINEERING Project Title: Basswood Residence
Engineer: David Thomas, S.E. Structural Engineering Services
Office: (858) 201-3072
Cell: (858) 336-9902
david@dtengsd.com
Project ID: 20106
Project Descr:
Printed: 4 FEB 2020, 5:41 PM
Wood Beam ITE Team FoldenO. Project Folders\20w.20106-Basswood ADU-Wrighl\Engineering\Basswood Resldence.ec6 .
Software cop ' ht ENERCALC, INC. 1983-2018, Build:10.18.12.13 .
Description : FB-1 (SEISMIC)
CODE REFERENCES
Calculations per NOS 2015, IBC 2015, CBC 2016, ASCE 7-10
Load Combination Set : ASCE 7-16
Material Properties
I I • • • •
Analysis Method : Allowable Stress Design
Load Combination ASCE 7-16
Fb +
Fb -
3, 100.0psi
3,100.0 psi
3,000.0psi
E : Modulus of Elasticity
Wood Species : BoiseCascade
Wood Grade : VersaLam3100
Beam Bracing : Completely Unbraced
D 0.04 Lr 0.04 E(9 95 )
Fc • Prll
Fe -Perp
Fv
Ft
D 0.06 L 0.12
D D.128
5.25x14
Span= 22.0 ft
750.0psi
285.0 psi
2, 100.0 psi
Ebend-xx 2,000.0ksi
Eminbend -xx 1,036.83ksi
Density 41 .760pcf
D 0.04 Lr 0.04
Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loads
Uniform Load: D = 0.0160 ksf, Tributary Width = 8.0 ft, (EXT. WALL)
Uniform Load: D = 0.020, Lr = 0.020 ksf, Extent= 0.0 ··» 5.50 ft, Tributary Width = 2.0 ft, (ROOF)
Uniform Load: D = 0.020, Lr = 0.020 ksf, Extent = 16.50 -·» 22.0 ft, Tributary Width = 2.0 rt. (ROOF)
Uniform Load: D = 0.030, L = 0.060 ksf, Extent = 5.50 --» 16.50 ft, Tributary Width = 2.0 ft. (DECK)
Point Load : E = 9.954 k@ 5.0 ft. (SEISMIC)
Point Load: E = -9.954 k@ 8.0 ft, (SEISMIC)
Point Load : E = 9.954 k@ 14.0 ft, (SEISMIC)
Point Load: E = -9.954 k@ 17.0 ft. (SEISMIC)
D~$/GN SUMMARY
Maximum Bending Stress Ratio
Section used for this span
fb: Actual
FB : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
Maximum Deflection
Max Downward Transient Deflection
Max Upward Transient Deflection
Max Downward Total Deflection
Max Upward Total Deflection
0.436 1
5.25x14
1,245.90psi
2,859.98psi
+D+L+H
11.000ft
Span# 1
Maximum Shear Stress Ratio
Section used for this span
fv: Actual
Fv : Allowable
Load Combination
Location of maximum on span
Span # where maximum occurs
0.189 in
-0.055 in
0.638 in
0.000 in
Ratio = 1398 >=360
Ratio = 4836 >=360
Ratio = 413 >=240
Ratio = 0 <240
Maximum Forces & Stresses for Load Combinations
Load Combination Max Slress Ratios Moment Values
Segment Length Span# M V Cd C FN Ci c, Cm C t CL M fb
+D+H
Length = 22.0 ft 0.332 0.158 0.90 0.983 1.00 1.00 1.00 1.00 0.95 12.36 864.91
+D+L+H 0.983 1.00 1.00 1.00 1.00 0.95
F'b
0.00
2603.65
0.00
Design OK
0.282 : 1
5.25x14
128.62 psi
456.00psi
+D+O. 70E +0.60H 16.942 ft
Span# 1
Shear Values
V fv
0.00 0.00
F'v
0.00
1.98 40.40 256.50
0.00 0.00 0.00
Page 7 of 19
· DAVID THOMAS ENGINEERING
Structural Engineering Services
Office: (858) 201-3072
Wood Beam
Cell: (858) 336-9902
david@dtengsd.com
Description : FB-1 (SEISMIC)
Load Combination Max Stress Ratios
Segment Length Span# M V
Length = 22.0 ft 1 0.436 0.189
+D+Lr+H
Length = 22.0 rt 0.264 0.123
+D+S+H
Length =22.0ft 0.269 0.123
+D+O. 750Lr+0.750L +H
Length =22.0ft 0.344 0.149
+D+0.750L+0.750S+H
Length = 22.0 ft 0.357 0.154
+D+0.60W+H
Length = 22.0 ft 0.214 0.089
+D+0.750Lr+0.450W+H
Length = 22.0 ft 0.221 0.094
+D+0.750S+0.450W+H
Length = 22.0 ft 0.214 0.089
+0.60D+0.60W+0.60H
Length = 22.0 rt 0.128 0.053
+D+O. 70E +0.60H
Length = 22.0 ft 1 0.311 0.282
+D+O. 750L +O. 750S+0.5250E +H
Length = 22.0 ft 1 0.334 0.248
+0.60D+0.70E+H
Length = 22.0 rt 1 0.252 0.260
Overall Maximum Deflections
Cd
1.00
1.25
1.15
1.25
1.15
1.60
1.60
1.60
1.60
1.60
1.60
1.60
C FN Ci
0.983 1.()()
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
0.983 1.00
Project Title: Basswood Residence
Engineer: David Thomas, S.E.
Project ID: 20106
Project Descr:
Printed: 4 FEB 2020, 5:41 PM
lTE Team Folden() -Project Foldefs\2020\20106-Basswood ADU-Wright\Engineering\Basswood Residence.ec6 ,
. Software cop ight ENERCALC, INC. 1983-2018, Build~l0.18.12..13 .'
Moment Values Shear Values
Cr Cm Ct CL M fb F'b V fv F'v
1.00 1.00 1.00 0.94 17.81 1,245.90 2859.98 2.64 53.87 285.00
1.00 1.00 1.00 0.94 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.90 12.97 907.25 3440.00 2.15 43.97 356.25
1.00 1.00 1.00 0.90 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.92 12.36 864.91 3220.02 1.98 40.40 327.75
1.00 1.00 1.00 0.92 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.90 16.90 1,182.41 3440.00 2.61 53.18 356.25
1.00 1.00 1.00 0.90 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.92 16.44 1,150.66 3220.02 2.47 50.50 327.75
1.00 1.00 1.00 0.92 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.36 864.91 4049.80 1.98 40.40 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.81 896.66 4049.80 2.11 43.08 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 12.36 864.91 4049.80 1.98 40.40 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 7.42 518.95 4049.80 1.19 24.24 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 18.03 1,261.47 4049.80 6.30 128.62 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 19.36 1,354.50 4049.80 5.53 112.87 456.00
1.00 1.00 1.00 0.83 0.00 0.00 0.00 0.00
1.00 1.00 1.00 0.83 14.60 1,021.65 4049.80 5.81 118.54 456.00
Load Combination Span Max."-" Den Location in Span Load Combination Max."+" Den Location in Span
+D+L+H 1 0.6382 11.080 0.0000 0.000
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Load Combination Support 1 Support 2
Overall MAXimum 4.113 2.852
Overall MINimum 2.715 0.660
+D+H 2.192 2.192
+D+L+H 2.852 2.852
+D+Lr+H 2.412 2.412
+D+S+H 2.192 2.192
+D+0.750Lr+0.750L +H 2.852 2.852
+D+O. 750L+0.750S+H 2.687 2.687
+D+0.60W+H 2.192 2.192
+D+0.750Lr+0.450W+H 2.357 2.357
+D+0.750S+0.450W+H 2.192 2.192
+0.60D+0.60W+0.60H 1.315 1.315
+D+O. 70E +0.60H 4.093 0.292
+D+O. 750L +0. 750S+0.5250E+H 4.113 1.262
+0.600+0.70E+H 3.216 -0.585
DOnly 2.192 2.192
Lr Only 0.220 0.220
LOnly 0.660 0.660
SOnly
WOnly
EOnly 2.715 -2.715
HOnly
Page 8 of 19
@ e~lse Cascade ~ Single 14" BCI® 60-2.0 DF
FJ-1 (Joist)
BC CALC® Member Report
Build 7480
Dry I 1 span I No cant. J 16 OCS I Repetitive I Glued & nailed
Job name: 20106-Basswood File name: Joist Design
Address: Description:
City, State, Zip: Specifier:
Customer: Designer: David Thomas
I PASSED I
February 4, 2020 13:24:26
Code reports: ESR-1336 Company: David Thomas Engineering, APC
81 22--00--00
Total Horizontal Product Length = 22-00-00
Reaction Summary (Down / Uplift) (lbs)
Bearing Live Dead Snow Wind
B1, 3-1/2" 587 / 0 440 / 0
B2, 3-1/2" 587 / 0 440 / 0
Load Summary
Tag Descrtetlon Load T)'.ee Ref. Start End
1 Standard Load Unf. Area (lb/ft2) L 00-00-00 22-00-00
Controls Summary Value %Allowable Duration
Pos. Moment 5414 ft-lbs 72.8% 100%
End Reaction 1027Ibs 67.3% 100%
End Shear 999Ibs 51 .9% 100%
Total Load Deflection U391 (0.662") 61.5% n\a
Live Load Deflection U683 (0.378") 70.2% n\a
Max Def!. 0.662" 66.2% n\a
Span I Depth 18.5
%Allow %Allow Bearing Sueeorts Dim. (LxW) Value sueeort Member
B1 Wall/Plate 3-1/2" X 2-5/16" 1027Ibs n\a 67.3%
B2 Wall/Plate 3-1 /2" X 2-5/16" 1027Ibs n\a 67.3%
BC FloorValue® Summary
BC FloorValue®: Subfloor: 3/4" OSB, Glue + Nail
Minimum Enhanced Premium Subfloor Rating: Premium
Controlling Location: 11-00-00
Notes
Design meets Code minimum (U240) Total load deflection criteria.
Design meets User specified (U480) Live load deflection criteria.
Design meets arbitrary (1 ") Maximum Total load deflection criteria.
Calculations assume member is fully braced.
BC CALC® analysis is based on IBC 2018.
Live Dead
Loe. 100% 90%
Top 40 30
Case Location
1 11-00-00
1 00-00-00
1 00-03-08
1 11-00-00
2 11-00-00
11-00-00
Material
Unspecified
Unspecified
Composite El value based on 3/4" thick OSB sheathing glued and nailed to member.
Design based on Dry Service Condition.
Page 1 of 1
82
Roof Live
Snow Wind Roof ocs
Live
115% 160% 125%
16
Disclosure
Use of the Boise Cascade Software is
subject to the terms of the End User
License Agreement (EULA).
Completeness and accuracy of input
must be reviewed and verified by a
qualified engineer or other appropriate
expert to assure its adequacy, prior to
anyone relying on such output as
evidence of suitability for a particular
application. The output here is based on
building code-accepted design
properties and analysis methods.
Installation of Boise Cascade
engineered wood products must be in
accordance with current Installation
Gulde and applicable building codes. To
obtain Installation Guide or ask
questions, please call (800)232-0788
before installation.
BC CALC®, BC FRAMER®' AJS TM'
ALLJOIST®, BC RIM BOARD™, BCI®,
BOISE GLULAM™, BC FlooNalue®,
VERSA-LAM®, VERSA-RIM PLUS® ,
Page 9 of 19
Job Basswood Residence 20106
·D Calculated by __ _,,L"'"S_ Date ____ _ .. ...,...---... ....;
David Thomas Engineering
LATERAL DESIGN (Sheet 1)
Wind Design
Method Used =
ing Height (z) = Maximum Build
Design
Expos
lmporta
Wind Speed=
ure Category=
nee Factor (l) =
Main Wind-Force Resisting System (MWFRSJ -Method 2
feet 23
110
C
1.00
mph (110 mph for California)
(per ASCE-7, 6.5.6.3)
(per ASCE-7, Table 1.5-2)
(per ASCE-7, 26.8.2)
(per ASCE-7, Figure 28.6-1)
(per ASCE-7, Figure 28.6-1)
K,, =
A=
Ps30 =
0.6 x P5 =!
(reduced for ASD load combos)
1.00
1.29
17.70 psf
13.70ipsf Ps =AX!{,, x l x Psso (per ASCE-7, 6.4.2.1, Equation 6-1)
Adjust Factor A Table
Mean Roof Exposure
Height (ft) B C D
15 1.00 1.21 1.47
20 1.00 1.29 1.55
25 1.00 1.35 1.61
30 1.00 1.40 1.66
35 1.05 1.45 1.70
40 1.09 1.49 1.74
45 1.12 1.53 1.78
50 1.16 1.56 1.81
55 1.19 1.59 1.84
60 1.22 1.62 1.87
Seismic Design
Method used -Equivalent Lateral Force Procedure
Occupancy Category= 2 (per ASCE-7, Table 1-1) (Residential= 2.0)
6.5 R = (per ASCE-7, Table 12.2-1) (Wood Shearwalls = 6.5)
1.00 I = (per ASCE-7, Table 11.5-1) (Residential = 1.0)
Site Class= (per ASCE-7, 11.4.2) (Assume Site Class= "D" w/o Soils Report)
S5 = g (0.2 sec) F, = filEJ S05 = 0.783 g
D
1.115
0.429 S, = g (1 sec) F.= ~ S01 = 0.449 g
Seismic Design Category (SDS) =
Seismic Design Category (SDl) =
D
D
T, = 0.210
c, = 0.121
Cs...x= 0.329
Csm1n = 0.010
Cs.ct -0.121
p = 1.3
V= 0.112
sec
(Use the worst case seismic design category)
C,h." (per ASCE-7, Equation 12.8-7)
S05/(R/l) (per ASCE-7, Equation 12.8·2)
S01/T,(R/[ (per ASCE-7, Equation 12.8·3)
CsmJ" > 0.01 or 0.5S1/(R/I) (per ASCE-7, Eq.12.8-5 / 12.8-6)
Assumed Factor of Safety
W, (Cs.ct'P)*WJl.4 (ASD) x I 1.20 I = 10.134 jw,
Page 10 of19
Job Basswood Residence 20106
Calculated by __ _,,L""S_ Date ____ _
David Thomas En in~erin
BUILDING WEIGHTS
Total Installed Roof Weight
Total Installed Floor Weight
Total Installed Deck Weight
Total Installed Interior Wall Weight
Total Installed Exterior Wall Weight
Commercial Partition Loads?
ROOF LOADS
Diaphragm Area
Exterior Wall Length
Interior Wall Length
Minimum Diaphragm Dimension
2ND FLOOR LOADS
Diaphragm Area
Exterior Wall Length
Interior Wall Length
Minimum Diaphragm Dimension
TOTAL BUILDING DEAD LOAD, WT.
C5(adjusted)
BASE SHEAR, V
LATERAL DESIGN (Sheet 2)
=
=
=
=
=
Roof=
=
=
N-S =
Roof=
=
=
N-S =
20
30
30
7
16
N
949
113
81
34
135
121
172
38
psf
psf
psf
psf
psf
YorN
sq. ft
ft.
ft.
ft.
sq. ft
ft
ft.
ft
= 79,080.00
= 0.134
= 10,621.21
Roof Project. Height
~Plate Height
~Floor Plate Height
• Alternate Ext. Wall =
D~~ :1~ ----'~'-II~· ft
E-W=j
TOTAL=
23!ft.
28480 LBS.
=a·5ft = 8 ft
= 9 ft
Floor=C@sq.ft.
Alt=c=mft.
Deck =._j ___ 4_4_,I sq. ft
LBS.
LBS.
E-W=j
TOTAL=
23!ft.
50600 LBS.
See Lateral Design Loads Spreadsheet
LATERAL LOAD DISTRIBUTION
Diaphragm Level
Story Weight (wx)
Story Height (hx)
Story Weight x Height (wxx hx)
(wx x hx) / I;(w1 x hJ
Story Force (Fpx)
Story Area (A)
Story Unit Shear (vx)
WIND VS. SEISMIC COMPARISON
Wind Pressure (P)
Story Linear Forces
NORTH-SOUTH
NORTH-SOUTH
EAST-WEST
EAST-WEST
Story Linear Forces
NORTH-SOUTH
NORTH-SOUTH
EAST-WEST
EAST-WEST
Wind
Seismic
Wind
Seismic
Wind
Seismic
Wind
Seismic
ROOF
28.48 kips
18 ft.
512.64 kip-ft
0.52956
5624.62 lbs.
949 sq. ft
5.93 psf
= 13.70 psf
= ROOF
= 13.70 psf X
= 5.93 psf X
= 13.70 psf X
= 5.93 psf X
= 2nd
= 13.70 psf X
= 5.29 psf X
= 13.70 psf X
= 5.29 psf X
2nd
50.6 kips
9 ft.
455.4 kip-ft.
0.47044
4996.59 lbs.
944 sq. ft
5.29 psf
See Lateral Design Loads Spreadsheet
8.5 ft 116 plf SEISMIC GOVERNS 34 ft 202 plf
8.5 ft. 116 plf SEISMIC GOVERNS 23 ft. 136 plf
9.5 ft 130 plf SEISMIC GOVERNS 38 ft. 201 plf
9.5 ft. 130 plf CUMULITIVELY
23 ft. 122 plf SEISMIC GOVERNS
Page 11 of19
·-·--···---·-·-----··--------
Job Basswood Residence 20106
~"
Calculated by __ __..L,..S_ Date ____ _
David Thomas Engineering
Shearwall Design
8-N l) Story Sheaiwalls N-S Direction Unit Lateral Load, v = ,'{; 9 3 psf
Grldline --,--='",......,.--,-/ I /. l r l
Tributary Area (This Level): -+fi-:)_/;?,."'-¼,~l1-~---'-l./+/-~------------...,...,3.--r-7-:t:"-'I sq. ft.
Lateral Load (This Level): :----------------------e?i"-f'J."-'-/ "'-J,_Lbs Lateral Load (Level Above): Lbs
Total Shearwall(s) Length, L "
Total Load (All Levels), Fx = ___ :;..,.,C"'--"?{..,~,__-Lbs
3J),o ft.
Unit Wall Shear, v = F,JL
Shearwall Type:
= __ 7,,__o __ plf
Overturning: Panel Design Width = ___ ft. OR ✓Okay by Inspection
Uplift=--------------------------Lbs
Holdown Anchor Type: 0 ------------------
Grldline J. / I ) ( \
Tributary Area (This Level): ---1C'-~. ---'-/-~:i-+,--''-3-~_,__,_}_= ___________ ~3-7"" ll/_ sq. ft.
Lateral Load (This Level): 4:J /ff Lbs
Lateral Load (Level Above): Lbs
Total Shearwall(s) Length, L =
Unit Wall Shear, v = F,JL =
Shearwall Type: @
Total Load (All Levels), F, = ---=,<:..,,....,4,.,.J.,,,if'..__ Lbs
1./ + 7 + 7.:; 1'1.o ft.
I :2 ':f plf
Overturning: Panel Design Width = ___ ft. OR ✓Okay by Inspection
Uplift= __________________________ Lbs
Holdown Anchor Type: 0 ------------------
Grldline -c--,,,,-,----Tributary Area (This Level): _________________________ sq. ft.
Lateral Load (This Level): Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = _______ Lbs
Total Shearwall(s) Length, L = ______________ ft.
Unit Wall Shear, v = Fx/L
Shearwall Type: Q = _____ plf
Overturning: Panel Design Width = ___ ft. OR __ Okay by Inspection
Uplift= __________________________ Lbs
Holdown Anchor Type: 0 ------------------
Page 12 of19
-······----.... ---,-------------·------------------
Job Basswood Residence 20106
Calculated by ___ L-S_ Date ____ _
David Thomas Engineering
Shearwall Design
o?,,tJ9 Story Shearwalls E-IJJ Direction Unit Lateral Load, v = S.1 ~ psf
Gridllne /:\ { \ {
Tributary Area (This Level): _ ___,, __ I --'7 /.:...:,:;._'-'+/-'-J,J."-'"'➔)-~ ____________ --,--:t~;fl"'"?--sq. ft.
Lateral Load (This Level): ____________________ __.,! ,,1_,o""· .,_'f_ Lbs
Lateral Load (Level Above): ' -Lbs
Total Load (All Levels), Fx = ___ ,.,_{1 .._/"'"-'"--Lbs
Total Shearwall(s) Length, L = 8+8' = ,,.q ft.
Unit Wall Shear, v = F,JL = _ __.7_0 __ plf
Shearwall Type: @
Overturning: Panel Design Width= ___ ft. OR ✓Okay by Inspection
Uplift= _________________________ Lbs
Holdown Anchor Type: 0 ------------------
~~~~~~ Area (T~ Level): _-4(_1_r,,,.¼;i=-).f-1(...:.J.-"'J.."'-).,__-+-.-( 1
..:...¼.:_:o2:..;.);,;:&,;.;.,~ ,;t""}.,__-_~ ______ _,s--'5_,,7_' '-l,1-sq. ft.
Lateral Load (This Level): ;i,,::i. j<f Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = ___ ::;._.,;;:i~l_ef'. __ Lbs
Total Shearwall( s) Length, L =
Unit Wall Shear, v = f,JL
Shearwall Type: (i}
Overturning:
= _ _,.d.......,f .:2=--plf
Uplift=
P[ a~l~esign Vl/idth = -~-fl OR
(~1i) 8J-
Q' ft.
__ Okay by Inspection
It 1 '1 Lbs '
Holdown Anchor Type: IA] __ i•.,.,""1A...,, s.,,.· ~·'-"-(,,...4 ... o""·-•-~---------
Gridline C... ( "'1/-) ( ) \,.,, ')'J;: Tributary Area (This Level): ---'-'-'-'""=-l-'---1-''°"=ds...+. _____________ __,_,,,_-'--sq. ft.
Lateral Load (This Level): Lbs
Lateral Load (Level Above): Lbs
Total Shearwall(s) Length, L
Unit Wall Shear, v = F,JL
Shearwall Type: ~
(, ).2ulJ Total Load (All Levels), F,= ---~1,+../(J><...Jq'--_Lbs
= (i2)~,5. ~lo'.'= 3.1.2 ft.
= 3s, pit
Overturning:
Uplift=
( Pa~rD~sign Width= ___ ft. OR __ Okay by Inspection
\3,S""Q~: ;2f If~ Lbs
Holdown Anchor Type: ill! ' y\ .'.:(\ c~ ... , 6' E 3 '
Page 13 of19
Job Basswood Residence 20106 ajj. Calculated by __ __,.L,,_S _Date ____ _
David Thomas Engineering
Shearwall Design
\ !if Story Shearwalls ·N-5 Direction Unit Lateral Load, v = £. i(I psf
Gridline __ ......____ / j \c )
Tnbutary Area (This Level): --'l'\-.2_o1~,.,?l,"-Jf\s:--=3'--'-&-1-:-= ____________ _(j_-:'-J/'->;f:--sq. ft. ~I~~~~ ~~~
Lateral Load (Level Above): d, ;2 / i, Lbs
Total Load (All Levels), Fx= ---¼H'1~4~3~_0_ Lbs
Total Shearwall(s) Length, L = 33,c ft.
Unit Wall Shear, v = Fx/L
Shearwall Type: (i}
= 1,3£ plf
Overturning: ( Panel Design Width= ___ ft. OR __ Okay by Inspection
Uplift= --+-I l_.,,3~5,)+{~-LJ-J_::: ___________ p,.,,...c..~+o/-Lbs
Holdown Anchor Type: [f] _1~/.-...,/lir) .... {,../J,"". ~'------------
Grldline J G I )
Tributary Area (This Level): -----.-"'.:».=:./'-'.2::::+) ..,C ;,::..' "-8-1-' _:::--------------,,l-~-I.J/8'!c"--sq. ft.
Lateral Load (This Level): 1:3.~cJ... Lbs
Lateral Load (Level Above): ,;;i. 1i' Lbs
{ T7tal Lrad (All Levels), Fx = ----'!-+J'...,/~0~-Lbs
Total Shearwall(s) Length, L
Unit Wall Shear, v = Fx/L
Shearwall Type: €)
= 4,Gt7-r ~)~3~/2, = I s.s ft.
::J36 plf =
Overturning: Panel esign Width= ___ ft. OR __ Okay by Inspection
Uplift = ¥ 3 O ..;... ~, !i;, -t 7 t 3 's 9' ::; Lbs
Holdown Anchor Type: G::] __ 1_,__H.,_·""O_t_J..e;:;,~' -------------
Gridline __ -__ _
Tributary Area (This Level): ________________________ sq. ft.
Lateral Load (This Level): Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = _______ Lbs
Total Shearwall(s) Length, L = _____________ ft.
Unit Wall Shear, v = Fx/L
Shearwall Type: Q
Overturning:
= _____ plf
Panel Design Width = ___ ft. OR __ Okay by Inspection
Uplift= _________________________ Lbs
Holdown Anchor Type: D ------------------
Page 14 of19
---------------.... -. -------------
Job Basswood Residence 20106
.~
Calculated by __ __..Ll.._S_Date ____ _
David Thomas Engineering
Shearwall Design
I ST Story Shearwalls E:-'vf Direction Unit Lateral Load, v = S • it, 'I psf
Gridline __ JA~--{ 7 / )G ) Tributary Area (This Level): __ ._:f...:.Zu; d~u.:;..~=-i_::::: _____________ .:_I ,.,.~ .... 7,...... sq. ft.
Lateral Load (This Level): J'. ~ Lbs
Lateral Load (Level Above): / .r 9J Lbs
Total Load (All Levels), Fx = ----'l+/'1 ....... 1..,(<...__ Lbs
Total Shearwall(s) Length, L = ,3../, (l ft.
= _ _,Cf_,_/ __ plf Unit Wall Shear, v = FxiL
Shearwall Type: (j}
Overturning: Panel Design Width= ___ ft. OR / Okay by Inspection
Uplift= _________________________ Lbs
Holdown Anchor Type: □--------------
~~~~)~~ Area (T£ Level): _--+-(t-'-7 /2._w-'--l)w..:( .:0=+}_-1-__.,_( ~.....,_½--"-J.:..!.}=\;;.""~+-) -_------J.~~~~~""'fc?~ sq. ft. Lateral Load (This Level): __ 0 __ Lbs
Lateral Load (Level Above): Lbs
Total Load (All Levels), Fx = ___ ...,':f..,._/-(,1..,cJ.=.c,_ Lbs
Total Shearwall(s) Length, L =
Unit Wall Shear, v = FxiL
Shearwall Type: @
9:c> ft.
1-/ 'f 3 plf
Overturning:
Uplift=
/2 Pa7eI Design Width = ___ ft. OR __ Okay by Inspection ~ I '5)( <t) ~ ~J/J~o Lbs
Holdown Anchor Type: B:] _-'' H._._.Qi.,....;l,..}__._'1_' ____________ _
Gridllne D
Tributary Area (This Level):
Lateral Load (This Level):
Lateral Load (Level Above):
Total Load (All Levels), F, =
Total Shearwall(s) Length, L = _____________ ft.
cZ 3 / sq. ft.
~:). Lbs
I l<>j' Lbs
,:2 1.33'1 Lbs I
Unit Wall Shear, V = FxiL = -----plf r.-1"1,.,:1,.,J = (3,~:i.~X~)~ 6 8t/i:> . ~\¢ s
ShearwallType:~)® U fX .... ,:;,_~, x 8 H4Rl)YF11NtLs-,,r/ I-ii'/ sTD. A~. ()t,./ &:::~le
Overturning: Panel Design Width = ___ ft. OR __ Okay by Inspection '
Uplift= _________________________ Lbs
Holdown Anchor Type: 0 »b. t7fiK flf\A/1/V'f. ------W.~:...:......;,,'-"'~-'-"-'-"'-....:,._----
Page 15 of19 ------------· . --·--··
Job Basswood Residence 20106 .;;r;. _D_l,l-Calculated by __ _..L.,_S_ Date ____ _
David Thomas Engineering
CONTINUOUS FOOTING DESIGN
ALLOWABLE APPLIED LOADS
Allowable Soil Bearing Pressure (ASBP) = ,t. 1 0 0 O psi (Per Design Criteria)
(\} (:::W Continuous Fooling (CF-1)
Cont. Footing Width = I , JS ft.
Allowable Line Load = ASBP x Footing Width = J 500 plf :
Maximum Line Load (Gridline ' = ___ plf
Cont. Footing Depth = I , S' ft.
Allowable Point Load = ASBP x Footing Width x 2 x Footing Depth = 7 SOP lbs.
USE: f S "WIDE X / 8 "DEEP CONT. FOOTING w/ Ld..J · #_!L__ BARS (TOP & BOTTOM)
_-_ Continuous Footing (CF-2)
Cont. Footing Widlh = ___ ft. Cont. Footing Depth = ___ ft.
Allowable Line Load = ASBP X Fooling Width = __ ~ __ plf
Maximum Line Load (Gridline __ ~ = ___ plf
~ Allowable Point Load = ASBP x Footing Width x 2 x Footing Depth = ___ lbs.
USE: ___ " WIDE X -" DEEP CONT. FOOTING w/ (--=--...J -#_~_ BARS (TOP & BOTTOM)
SPREAD FOOTING DESIGN
P-1 Spread Footing: Allowable Point Load= ASBP x Footing Width x Footing Width = 6;'.ooo lbs.
USE: 24" SQUARE X 18 " DEEP CONT. FOOTING w/ (2) • #_~_ BARS (EA. WAY @ BOTTOM)
P-2 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = l ii,. $QO lbs. I
USE: 30" SQUARE X / 8 "DEEP CONT. FOOTING w/ (3) -#_!i__BARS (EA. WAY@BOTTOM)
P-3 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = / ff,ooO lbs.
USE: 36" SQUARE X / J? "DEEP CONT. FOOTING w/ (4) • #_j_ BARS (EA. WAY@BOTTOM)
P-4 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = J '{ S.:,~, lbs.
USE: 42" SQUARE X I 'ii " DEEP CONT. FOOTING w/ (5) ·#---¥-BARS (EA. WAY@ BOTTOM)
P-5 Spread Footing: Allowable Point Load = ASBP x Footing Width x Footing Width = 3-2, 292 lbs.
USE: 48" SQUARE X l 8 "DEEP CONT. FOOTING w/ (6) • #_j_ BARS (EA. WAY@ BOTTOM)
Page 16 of19
..•. -------
.,,,
'" °" (1) ....
" 0 ...,, ....
'°
.----··
SHEAR~ALL SCHEDULE (2016 CBC)
MARK VALL.E MATERIAL NAIL 6.H. f F.H. SILL PLATE ATTACH. SOT. PLATE ATTACH. TOP PLATE ADDITIOHAL
il"!.F/ SIZE E.H. 5/e,"¢ A.B. 5P~IH6 HAILSfSCREJl'iS CLIPS HOTES
0 260 S/e,' C.DX 8d 6' 12' 48' o.c.. /l,d@ 4' o.c.. A95 @ 16" o.c.. -
0 340 15/32" C.DX 10d 6" 12" 32' o.c.. 16d@ 4" O.C.. ASS @ 12' O.C.. -
0 350 3/e," C.DX 8d 4" 12" 32' O.C.. 16d@ 4" o.c.. A:35 @ 12" O.C.. -
0 550 3/e," STRUC I lld 3' 12' 24" o.c.. //4"0 X e,• "SDS' A95@ e,• o.c.. SEE HOTES
SC.REl'i II e,• O.C.. 13, 14, f 15
0 T:lO 3/f!J'STRUC I 8d 2' 1211 16' o.c.. //4'0 X l!J' 'SDS' LTP4@ f!J" o.c.. SEE HOTES
SC.REl'l @ 4' o.c.. IS, 14, 4 15
0 e,1O 15/32" STRUC I IOd 2' 12' 16' o.c.. 1/4 '0 X e,• 'SDS' L TP4 @ 8' O.C.. SEE HOTES
SC.REl'l 11 4' O.C.. 13, 14, f 15
0 1211 15/32" STRUC I /Od 2' 12' e,• o.c.. 5/1!,'¢ X l!J' I.A6 LTP4@ 6' O.C.. SEE NOTES
(APPL'!' 6011-! SIDES/ SC.REl'l @ e,• o.c.. 13, 14, 15, 4 16
~
I. PRO'IJDE '4-f'L. Y" 5H:AllflN6 o 3/&" TlliGl(NES5 & '5-PI. r o 15/32' 5!£Alll1N6. >'IOOO SlRIJc;TIJRAI. PANEI.S SIIAU. COH'I. Y l'fllll 00G PSI OR 00G PS2.
2, Clffl. Y COMl<oN IWLS ARE TO EE U5El> FOR AU. 51£All!IN6 ATTAGl+EIIT. IWL 6IMS L5IN6 'CUPf'a> IEAD' OR '5lNKER' IWLS ARE lt:>T AGGEPTA!ll.E.
3. AU. ~s 10 PENElRATE ~ GEILIN6 JOIST AND Ame TO TIE IN!r> lffER HORIZONTAi. DIAl'liRA6M I/NLf55 EN61t£6<ED OR/16 1-EM!lE!< IS-·
4. MINIM!< ED6E DISTANGE FOR IWLS IN l1E REGEIVIN6 -SIIAU. EE 3/&' FOR 2' NoMINAL REGEIVIN6 l'&flERS AND 1/2' FOR 3' NOMINAL RECEIVIN6 -5.
5. 9l£AR PAIE!.5 SI/ALL EE Am.JED DIRECn. Y TO 51VD FRAMIN6 AT 16' ON aN1ER MAXI-AND AU. PAie. EDISES SIIAU. BE !ll.OCl(fl:> Hlli MINl1'012" eLOCKll'IS, LJ.N.O.
6. NO PA!EL NIDTH LESS TilAN 12' SHAU. Bf U5El>. 5ll:Al<NALI.S l'fllll 1"ill'f TilAN Olf! VE!<TICAI. PAIEI. IN IEIOIIT SHAU. HAVE HORIZONTAi. ST-5PI.ICEt> -XllNTS.
1. STIUO AND/OR EXTcRIOR VE!eR O\IER A l'iOOD SIEATillN6 Sl£AMAI.I. SHAU. EE l'IATEl<l'ROOFED r111H A MINI_ Of (2) LAYERS Of 15 LB. FELT PAFfR.
6. U5e OOJ6LAS FIR NO. 2 f'Rf59.IRE TREAm> SILL PLATES lllAT COH'I.Y 11111l l1E NDS. EN611£fR TO EE ICTIF1E1' IF 0'1lf:R Sf'ECIES ARE USED OR PART Of EXISTIN5 BUILDIN5.
q_ 3• x 3' x 0.22'1' (MINlM,1,1) Pl.ATE l'IASl£RS SHAU. EE U5El> AT AU.~ ANCIIOR Elot.:JS. ""5l£R SIIAU. l:xreND TO l'flll!IN 1/2' OF ED6E OF TIIE ElOTTOM f'!.,O.TE ON TilE
SIEATIED !>!DE. (51Ml'50N '!ll'S-8' o 2 x 4 SlVD FRAMIN6 • 'llfS-6' • 2 x 6 AND LAA6ER STW FR,t,MJN6 AGCel'rl,lll.EJ
10 . .ANClllR ElOLTS t-lJST BE El'BEl)l)ED 1' MIHIHJM INTO IEW CONGRETf, MINI-ED6E DISTANCE AND GONCRETc PFIO'l!CTION SHAU. COH'I. Y Nllll ceG ,0.ND AC! CODE PROVl!>IONS.
11. !,ILJ. PLATES TO 8E ATTAGIEI> t/SIN6 ,o. MINll-l!-1 Of (2) ANCHOR ElOLTS F!aR PIECE Nllll ANCHOR ElOLTS I.OC,0.11:1> 4-3/0' MINll-l!-1 • 12' MAXll1JM FROM EACH END.
12. ~ ANCHOR 15 IN ADDITION TO l1E SIU. -ElOLTS.
13. !ix Si.L Pl.ATES il!OTTOM Pl.ATES TO REMNN :z.), !Ix eL<x.KIN6 4 3x STUDS o AU. PAI£!. El:1613 REaJIRED.
14. 4x ~ OR lll;AM REaJIRED ~ ElOTTOM PLAT£~ ATTAC,lt,Ellr. SG1'l:fE, ro EE STA66!!!<fl1.
15. P8'JODIG Sf'ECIAI. INSPEGTION ~ -CBC CIW'TER 11. Olf! 4 Tl't'.> FAMILY DVELI.IN55 LESS 11!.-.N Tl't'.> STORIES IN l£l6HT AB<NE 6RADE ,vo IRRE6IA.AAITIE5 Hi1; E>IM'T.
16. SIEAOOl6 N'PI.IED TO EAGII FAG!! Of Sx STI.PS o 16' 0£,. STl\66ER HORIZONTAi. & VERTiGAI. PAie. -XllNTS EAGII !>!DE Of l'IALJ..
11, AU. MAl..5 SHAU. HAVE ,0. MINll-ll-1 PE!E'!RATION mro FRAMIN6 r-EMllERS Of 1•1/2 IIIGl£5. ed COl+ION • OJ31'11 x 2·1/2', IOd GOl+ION • 0.148'11 x s·,
0
~ ....
0..
>--3 ::r'
0
3 ll.l
(/l
rrl :::3 (JQ -· :::3 (1)
(1) ., ....
:::3 aq
~ ~
-r, g. ~ n !:. "' ... CD a.
~
f I 0 '" ... ~ CD
Ill
:"i
'-0
"'
Calculated by L. S-Date ___ _
David Thomas Engineering
HOLD-DOJ.AiN SCHEDULE
MARK HOLD-DOV1N DEVIC.E VALUE
0 4x POST~/ "MSTC.40" FLR-TO-FLR H.D. 9,080 LBS.
@] 4x POST ~/ "MSTC.52" FLR-TO-FLR H.D. 4,620 LBS.
@] 4x POST~/ "MSTC.bb" FLR-TO-FLR H.D. 5,8bO LBS.
@] 4x POST ~/ "MSTC.4889" FLR-TO-FLR H.D. 9,Cf15 LBS.
[I] 4x POST~/ "MSTC.bbB9" FLR-TO-FLR H.D. 4,505 LBS.
~ 4x POST ~/ "HDU2" HOLD-DOV1N 9,015 LBS. ON SSTBlb AB. (5/8"¢ AB)
@] 4x POST~/ "HDU4" HOLD-DOV1N 4,565 LBS. ON SSTB2O AB. (5/8"¢ A.BJ
[BJ 4x POST ~/ "HDU5" HOLD-DOV1N 5,645 LBS. ON SSTB24 AB. (5/8"¢ AB.)
0 bx POST ~/ "HDU8" HOLD-DOV1N 1,B1O LBS. ON SSTB28 AB. (1/8"¢ A.BJ
IBJ bx POST ~/ "HDUII" HOLD-DOV1N "i,995 LBS. ON SB lx9O AB. (I"¢ A.BJ
[I] bx POST ~/ "HDUl4" HOLD-DOV'lN 14,445 LBS. ON SB lx9O AB. (I"¢ A.B.)
IBJ
[EJ
NOTI:S,
I. HOLD DOYiN ANCHORS MJST BE TIED IN Pw¼E PRIOR TO FOUNDATION INSPECTION.
:2. DEEPEN FOOTINGS TO PROVIDE S' MIN. CONCl<ETE COVER Vff:RE HOLD-DOYiN
ANCHORS ARE LONGER THAN THE FOOTING DEPTH.
S. USE (RJ) OPTION ON STHD HOLD-DOYiNS FOR RAISED ~D ;!JB-FLOOR CONDITION.
4. M5TC HOLD-DOi"INS MAY USE 16d SINKERS OR IOd COMMON HAILS.
5. MSTC HOLD-DOYiNS TO BE CENTERED BET/<'IEEN Ul'FER 4 LOY'IER FLOORS. MAXIHJM
CLEAR SPAN • 18'. HAILS NOT REQUIRED IN CLEAR SPAN (RIM BOARD) AREA.
Page 18 of19
.. ~ .. Calculated by L. S Date __ _
David Thomas Engineering
SPREAD FOOTING SCHEDULE
SYMBOL SPREAD FOOTING DIHEN$IONS $ REINF.
(r'c = 2/500 PSI MIN. 4 f~ = 60 KSI)
<8> 24" SQ. x 11." DEEP SPREAD FOOTING
~/ (2)-#4 BARS (EAGH MY)
<8> 30" SQ. x J.i" DEEP SPREAD FOOTING
~/ (3)-#4 8ARS (EAGH MY)
<8> 36" SQ. x j_i" DEEP SPREAD FOOTING
~/ (4)-#4 BARS (EAGH MY)
<8> 42" SQ. x .L[" DEEP SPREAD FOOTING
v-i/ (5)-#4 BARS (EACH MY)
<8> 48" SQ. x _Lg__" DEEP SPREAD FOOTING
~/ (b)-#4 BARS (EACH V'lAY)
Page 19 of19
··---------------.. --
---------~.,--___ ,..
Wright Design
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
TEL. (619) 258-7901
2911 State Street
Carlsbad, California 92008
Subject: Review of Foundation Drawings, Plans and Details for
Proposed Two-Story Addition
2125 Basswood Avenue
Carlsbad, California 92008
APR O 6 2020
c;1""1
March 30, 2020
Project No. 20-1 I 06G4
Reference: "Geotechnical Investigation for Proposed Two-Story Addition, 2125 basswood
Avenue, Carlsbad, California 92008", Project No. 20-1106G4, Prepared by East
County Soil Consultation and Engineering, Inc., Dated January 17, 2020
Dear Mr. Wright:
In accordance with your request, we have reviewed the foundation drawings, plans and details
prepared by Wright Designs of Carlsbad, California and David Thomas, AP.C of San Diego,
California for the proposed two-story addition at the subject site ..
The foundation plan and details were found to be in accordance with the recommendations
presented in the referenced geotechnical report. Our firm should observe the foundation
excavations for proper size and embedment into competent bearing soils.
If we can be of further assistance, please do not hesitate to contact our office.
Respectfully Submitted,
Martin R Owen, PE, GE
Geotechnical Engineer
>-1--0
' ' .
Wright Design
291 J State Street
Carlsbad, California 92008
EAST COUNTY SOIL CONSULTATION
AND ENGINEERING, INC.
10925 HARTLEY ROAD, SUITE "I"
SANTEE, CALIFORNIA 92071
TEL (619) 258-7901
FEC 2 5 2020
'j
January 17, 2020
Project No. 20-l 106G4
Subject: 4. Geotechnical Investigation for Proposed Two-Story Addition '2, \ 2. ;,, ~fSJ Basswood Avenue
Carlsbad. California 92008 > I-
Dear Mr. Wright: o
In accordance with your request, we have performed a geotechnical investigation at the subject site
to determine the geotechnical site conditions and provide recommendations for design and
constmction of the proposed two-story addition
SCOPE OF SERVICES
The following scope of work was perrormed for this investigation:
O Site reco111Jaissance and review of published geologic, seismologic and geotechnical reports
and maps pertinent to the project area
O Subsuiface exploration consisting of two test borings within the general area of the proposed
addition. The test borings were logged by our project supervisor.
O Collection of representative soil samples at selected depths. The obtained samples were sealed
in moisture-resistant containers and transported to the laboratory for subsequent analysis.
O Laboratory testing of soil samples obtained during the field investigation.
O Geotechnical analysis of the field and laboratory data, which provided the basis for our
conclusions and recommendations.
O Preparation of this .report, which summarizes the results of our analysis and presents our
findings and recommendations for the proposed construction.
'\ Geoteclmical !11ycs1igation for Proposed Two-Stor. Addition
2125 Basswood A, cnuc
Carlsbad. CA 92008
---------------~------~------~----
SITE DESCRIPTION AND PROPOSED CONSTRlJCTION
P:igc 2
hmwir_, 17 _ 2020
Project No. 211.J IU6Ga
The site location is shown on the attached Vicinity Map, Figure 1. The site is a rectangular-shaped.
residential lot located on the east side of Basswood Avenue. in the City of Carlsbad, California (see
Figure 2). The property is partially occupied by a one and two-story, single-family residence. The
proposed addition is located on the relatively level, south side of the existing residence. The
nalural slope is down to the west. Vege1a1ion consists of grass, shrubs and a few trees. The parcel
is bordered by Basswood Avenue to the west and similar residences lo the south, east and north.
The preliminary plans prepared by Wright Designs of Carlsbad, California indicate that the
proposed construction will consist of a two-story, wood framed addition on the south side of the
existing residence in the area of the existing garage. The garage will be demolished. The addition
will be founded on continuous and/or individual spread footings and have a slab-on-grade floor.
FIELD INVESTIGATION AND LA BORA TORY TESTING
On January 8, 2020, two test borings were excavated to a maximum depth of approximately 5 feet
below existing grade with a hand auger The approximate locations of the test borings are shown
on Figure 2. Logs of the test borings are shown on Figure 3.
Following the field exploration, laboratory testing was performed to evaluate the pertinent
engineering properties of the foundation materials. The laboratory tests included in place moisture
content and dry density and expansion index tests. The tests were performed in accordance with
ASTM standards and other accepted methods. The test results are shown on the logs of the test
borings, Figure 3 ru1d on Figure 4.
SOIL CONDITIONS
The subsurface descriptions were interpreted from conditions encountered during the field
investigation and/or inferred from the geologic literanire. Detailed descriptions of the subsurface
materials are presented on the logs of the test borings presented on Figure 3. The following are
general descriptions of the encountered soil and bedrock types.
Fill
Fill soils were encountered in Test Boring No. 2 to a depth of approximately 1 foot below existing
grade. The fill consisted of dark brown, silty sand that was moist to wet and loose in consistency.
Topsoil
Topsoil was encountered in the test borings to depths of approximately 1.5 feet below existing grade.
The topsoil consisted of dark brolVll, silty sand that was moist, loose and porous in consistency with
some organics (rootlets).
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
GC'o!cchnical Jm·cs1igation for Proposed T\\·Q-Slor_\ Addition
2125 Bass,,ood AYcnuc
Carlsbad. CA 92008
-----~----·---------------
Page 1
January J 7_ 2020
Projecl No. 20-l J 06G~
------------
Slopewash was encountered beneath the fill and topsoil to a depth of 2 to 3 feet. The slopewash
generally consisted of light reddish brown. silty sand that was moist to wet and loose in
consistency.
I_errace Deposits
Terrace deposits were encountered beneath the slopewash (at a depth of 2 to 3 feet) to the
maximum depth explored of 5 feet The terrace deposits consisted of reddish brown, clayey and
silty sand that was moist and medium dense to dense in consistency · ·
SOIL PROPERTIES
a. Compressible Soils
Our field observations and testing indicate low compressibility within the underlying terrace
deposits. However. loose. compressible fill. topsoil and slopewash were encountered to depths of
approximately 2 to 3 feet below existing grades within the proposed building area. As a result.
footings for the proposed addition should be extended through the compressible soils to the
underlying medium dense to dense ten-ace deposits.
b. Expansive Soils
An expansion index test (ASTM D 4829) was perfonned on a representative sample of the
terrace deposits. The results of the test are shown on Figure 4. An expansion index of 35 was
obtained which indicates the foundation soils have a low expansion potential.
GROUND\\' ATER
Groundwater was not encountered in the test borings. We do not expect groundwater to affect the
proposed construction.
2019 CBC SEISMIC DESIGN CRITERIA
Seismic design values are presented on Figure 5.
CONCLUSIONS
Based on our investigation, we conclude that the construction of the proposed two-story addition is
feasible from a geotechnical standpoint, provided the recommendations presented in this report are
properly implemented during construction.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Gcoteclrnical Jm·es1ipati0n for Proposed T\\·o-S1or_, Additicm
.?.12~ Basswood An:nue
Carlsbad. CA 92008
RECOMI\UJ\:DA TIONS
SITE GRADING
a. Clearing and Grubbing
·----------·-----·--------·-----------------~
Page -+
Januaf) l 7. 2020
Pro_1ccl No. 20-1 I 06G.J
-----------------·--------~---~~-
The area of the proposed construction should be cleared of vegetation and other unsuitable
materials. which should be properly disposed of ofl~site. The area should be thoroughly
inspected for buried objects that need to be rerouted or removed prior to construction. ~ Ail
holes. trenches, or loose soil pockets left by• the removal of these objects should be properly
backfilled with compacted fill materials.
b. Temporary Slopes
Temporary vertical slopes and excavations for utility trenches should not exceed 5 foet. Anv
temporary slopes greater than 5 foet in height should be shored or laid back at a 3/4: l (horizont~I
to ve1iical) slope ratio. CAL-OSHA guidelines for temporary slopes and trench excavation safety
should be implemented during construction.
c. Removal and Recompaction of Loose Surl'ace Soils Beneath Floor Slabs
Beneath floor slabs, the existing, loose fill. topsoil and slopewash materials should be removed
and recompacted to depths of 2 to 3 feet. Actual depths should be determined by our field
representative.
d. Compaction and Method of Filling
All fill and trench backfill should be compacted to a minimum relative compaction of 90
percent as determined by ASTM D 1557. Fill should be placed at moisture content slightly
above optimum moisture content, in lifts 6 to 8 inches thick, with each lift compacted by
mechanical means.
All grading, fill placement, and compaction should be performed in accordance with the
grading requirements of the City of Carlsbad. Fill placement and compaction should be
observed and tested as necessary by our field representative.
EROSION CONTROL
Due to the granular characteristics of the on-site soils, areas of recent grading or exposed ground may
be subject to erosion. During construction, surface water should be controlled via bem1s, gravel/
sandbags, silt fences, straw wattles, siltation or bioretention basins, positive surface grades or other
method to avoid damage to the finish work or adjoining properties. All site entrances and exits must
have coarse gravel or steel shaker plates to minimize offsite sediment tracking. Best Management
Practices (BMPs) must be used to protect storm drains and minimize pollution. The contractor
should take measures to prevent erosion of graded areas until such time as permanent drainage and
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Gcotcchnical lm'cstigmion for Proposed Two-S1ory Addition
2125 R:l~~n-ood An'11uc
Carlsbad. CA 92008
P<1gc 5
Janua1~ l 7. 2020
Pr[!iccl No. 20-l I O<,G-l
erosion control measures have been installed. After completion of grading, all excavated surfaces
should exhibit positive drainage and eliminate areas where water might pond
FOUNDATIONS AND FLOOR SLABS
a. Footings for the proposed two-story addition should be extended through the upper
compressible fill. topsoil and slopewash soils and founded in medium dense to dense terrace
deposits. Footings should have a minimum depth of 2 to 3 feet below building pad grade or
lowest adjacent, finished grade. whichever is deeper.
b. Continuous footings should be at least J 2 inches wide and reinforced with a minimum of four
#4 steel bars; two bars placed ne.ar the top of the footings and the other two bars placed near the
bottom of the footings. Individual footings should be at least 18 inches square and reinforced
with a grid of#4 bars spaced 12 inches on centers (each way) and placed on concrete blocks at
the bottom of the footing.
b Floor slabs should be at least 5 inches thick and reinforced with #4 bars placed at 18 inches on
centers in two directions in the middle of the slab. The reinforcing steel should be supported on
steel chairs or concrete blocks. Floor slabs should be underlain by 2 inches of clean sand over a
l 0-mil visqueen moisture barrier over 2 inches of clean sand. To minimize the potential for
shrinkage cracks, the maximum concrete slump should be 4 inches and the maximum water-
cement ratio should be 50 percent. Some shrinkage cracks are still possible
a. An allowable soil bearing value of 2,000 pounds per square foot may be used for the design of
continuous and individual spread footings. This value may be increased by one-third for short
term wind or seismic loads. Total and differential settlements of½ inch may be assumed.
b. Lateral loads may be resisted by an equivalent fluid passive soil pressure of 300 pounds per
cubic foot. A coefficient of friction of 0.4 may also be used. lf passive and friction values are
used together, the friction value should be reduced by one-third.
c. All footing excavations should be inspected and approved by our field representative
SURFACE DRAINAGE
Adequate measures should be undertaken so that drainage water is directed away from foundations,
footings, floor slabs and the tops of slopes via rain gutters, downspouts, surface swales and
subsurface drains towards the natural drainage for this area. As required in the 2019 California
Building Code, a minimum gradient of 2 percent is recommended in hardscape areas adjacent to
the stmcture. In earth areas, a minimum gradient of 5 percent away from the structure for a
distance of at least 1 0 feet should be provided. If this requirement cannot be met due to site
limitations, drainage can be done through a swaJe in accordance with Section 1804.4 of the 2019
California Building Code. Earth swales should have a minimum gradient of 2 percent. Drainage
should be directed to approved drainage facilities. Proper surface and subsurface drainage will be
required to minimize the potential of water seeking the level of the bearing soils under the
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Gcotcclmical 1nYestig<ltion for Proposed T\\o-S1or:-, Addition
~ 125 BLJsswood A\umc
Carlsb,1d. CA 921111X
Paf!c ()
.lanual") 17. 2020
Pro_1cc1 No 2U-l l(l(,G4
--·-------~-----·~---~------~----~
foundations. footings and floor slabs. which may otherwise resul1 111 undermining and differential
settlement of the structure and other improvements.
LIMITATIONS OF INVESTIGATION
Our investigation was perfonned using the skill and degree of care ordinarily exercised under similar
circumstances by reputable soil engineers and geologists practicing in this ~r similar localities. No
other wa1i-anty, expressed or implied. is made as to the conclusions and professional advice included in
this report This report provides no waii-anty. either expressed or implied. concerning future building
perforn1ance. Future damage from geoteclmical or other causes is a possibility
This report is prepared for the sole use of our client and may not be assigned to others without the
•,.ry·itten consent of the client and ECSC&E. lnc.
The samples collected and used for testing. and the observations made, are believed representative of
site conditions; however. soil and geologic conditions can vary significantly between exploration
trenches, test borings and surface exposures. As in most major projects. conditions revealed by
constmction excavations may vary with preliminary findings. If this occurs, the chai1ged conditions
must be evaluated by a representative of ECSC&E and designs adjusted as required or alternate
designs recommended.
This report is issued with the understanding that it is the responsibility of the owner, or of his
representative to ensure that the information and recommendations contained herein are brought to the
attention of the project architect and engineer. Appropriate recommendations should be incorporated
into the stmctural plans. The necessary steps should be taken to see that the contractor and
subcontractors cany out such recommendations in the field.
The findings of this report are valid as of this present date. However, changes in the conditions of a
property can occur with the passage of time, whether they are due to natural processes or the works of
man on this or adjacent properties. In addition. changes in applicable or appropriate standards may
occur from legislation or the broadening of knowledge. Accordingly, the findings of this report may
be invalidated wholly or partially by changes outside of our control. Therefore, this report is subject to
review and should be updated after a period of two years.
ADDITIONAL SERVICES
A review of plans and specifications, field observations and testing under our direction are integral
parts of the recommendations made in this report. If East County Soil Consultation and Engineering,
Inc. is not retained for these services, the client agrees to assume our responsibility for any potential
claims that may arise during construction. Observation and testing are additional services, which are
provided by our firm, and should be budgeted within the cost of development.
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Gcotcclmical lmestigatio11 fo1 Proposed T,rn-S1on Addition
2125 Basrnood A,cnuc
Carlsbad. CA 9200X
Respectfully Submitted,
Martin R. Owen. PE, GE
Ge01echnical Engineer
Attachments: figures I throuuh 5 .... ~
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Page 7
Jauua r~ 17. 2020
Project No. 20-1 I 0(>G~
Geotcclmical Investigmion for Proposed T\\'o-Stor:, Addition
2125 BasS\\OOd Avenue
Carlsbad. CA 92008
FIGURE I
VI CI NITY l\1AP
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Page 8
Januar:, 17. 2020
Pro_jcc1 No. 20-1 J 06G-1
/t LN
Gcotcclmical Jm·cstigation fo1 Proposed TH"o-Stor~ Addition
2125 BasS\\Ood Avc11uc
Carlsbad. CA 92008
FIGllRE 2
LOCATIONS OF TEST BORIN'GS
LEGEND
B-2 APPROXIMATE LOCATION OF TEST BORING
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Page 9
Janui-11) 1 i. 2020
Project No. 20-J l06G-1
(ico1cch11iGJI InYcstiga1iou for Proposed Two-S1or;. Addition
2125 Bass,Yood A,·c1we
C:11lsbad. CA 92008
DEPTH
Surface
1.5'
2 (J'
] . ()'
4 O'
FIGURE 3
LOGS OF TEST BORINGS
TEST BORING B-1
SOIL DESCRIPTION
TOPSOIL
dark bro\\n. moist. loose. porous. silt, sand mth rootlets
SLOPEWASH
light reddish brm\11. moist to wet. loose. silt, sand
TERRACE DEPOSITS
reddish bromi. moist. medium dense to dense. clayc, sand
reddish brown. moist, medium dense to dense. silty sand
bottom oftest boring. no caving. no ground\\atcr
test boring backfilled J /8/20
Page 10
Januat> l 7. 2020
Prqjcc.1 No_ 20-! J 06G-1
y M
-----------------------------------------------------------------------------------------·-------·----------------------------------
DEPTH
Surface
JO'
1.5'
2.5'
3.U'
4.0'
5.0'
TEST BORING B-2
SOIL DESCRIPTION
FILL
dark brown. moist to wet loose. silty sand
ll !I 11 !I !!
TOPSOIL
"
dark brown. moist. loose. porous. silty sand with rootlets
SLOPEWASH
light reddish brown. moist to wet, loose. silty sand
TERRACE DEPOSITS
reddish brown. moist medium dense to dense. clayey sand
reddish brown, moist, medium dense to dense, silty sand
bottom of test boring. no caving, no groundwater
test boring backfilled l /8/20
Y = DRY DENSITY IN PCF
M = MOISTURE CONTENT IN °/4,
"
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC,
\' M
103.7 133
108.9 16.2
Gcotcclrnical lnn·stigati011 for Proposed 1\Yo-~lor~ Addition
.::! 125 Ba~swood A \Cnuc
Carlsbad. CA 92008
Pa~c JI
January 17. 2.020
ProJCC! No. 20-J l ll()G➔
~~-· ---------·--------------· -------------·---. __ ., -----------· ----·-------------
FIGURE 4
RESULTS OF LABO RA TORY TESTS
TEST INITIAL
LOCATION MOISTURE
CONTENT
(%)
~:XPANSION INDEX TEST
(ASTM D 4829)
SATURATED JNJTIAL
MOISTURE DRY
CONTENT(%,) DENSITY
(PCf)
EXPANSION
INDEX
EXPANSION
POTENTIAL
I
13.1 24.1 101.7 j LOW ·--i
i
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
Gcotcchnical lnvestigation for Proposed 1\,o.Story Addition
21} 5 Ba~s" ood Avenue
Carlslx1d. CA 920rl8
Page 12
JamicH) 17. 2020
Projccl No. 2( J-1 J OC1G.:J
-----·~----·-·-----"---------
FIGURE 5
SEISl\'11C DESIGN VALUES
The follov.in~ 20 l 9 CBC seismic design values mav be used. ~ ~ .
I PARAMETER VALUE I 2019 CBC & ASCE 7 REFERENCES
f---1 =-s I_le~C_ln_ss~· ~----~~-=--=--=--=--=--=--=--=--=--=--=--=--=-~-=--=--=--=--=--=--=--=--::,~-:'_~°=D"'_~~:-=1:·~a.;-b~lc_·~2c::(_)'-' __ 3::--.;1-'-;'-;_A~S'°-=C~E~'-=7~_:;c:c.=-h:.::,"--l,:_P-'=l:..:t"--,.:...r:2c'c(.::_)~~~~-=---1
i Mapped Spectral Acceleration for Short Periods. 1.115g Figure 1613.3.l(l)
I s, ! !\-lapped Spectral Acccicration For a -l--S-c-.c-o-nd~--0-_ ~-2-9g-, -+-F-ig-u-rc---16_1_3-.-~ .-1-(2_) __ ---------~-r
i Period. S 1 I ~==--=---------------+----1-----------------: ' Site Coefficient. F., -1054 Table l6l3.3 '.1(1)
1 s crr· F 1te .oc ·1c1cnt, v 1.57] Table 1613 . .33(2) I
Adjusted Max. Considered Earthquake Spectral i
Response Acceleration for Shon Periods. s._,, ---~--+I----+~-~--------------~
Adjusted Max. Considered Earthquake Spectral j 1
1.175g Equation 16-3 7
0.674g Equation 16--38
' i Response Acceleration for I-Second Period, S,.,, :
5 Percent Damped Design Spectral Response
Acceleration for Short Periods. SL,s
5 Percent Damped Design Spectral Response
1 Acceleration for ] -Second Period. Srn
0. 784g Equation I 6--3 9
0.449g Equation 16-40
-~7
-----------.. --.... .J
I
EAST COUNTY SOIL CONSULTATION AND ENGINEERING, INC.
(_ City of
Carlsbad
CERTIFICATION OF SCHOOL FEES PAID
This form must be completed by the City, t he 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#: CBR2020-0457 -------------------
Project Address: 2123 BASSWOOD AVE -------------------
Assessor's Parcel #: 2051602100 -------------------
Project Applicant: OWNER GAUTHIER RAYMOND C
(Owner Name)
Residential Square Feet:
New/Additions: 675 -------------------
Second Dwelling Unit:
Commercial Square Feet:
New/Additions: -------------------
City Certification:City of Carlsbad Building Division Date: 02/25/2020
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.
0 Carlsbad Unified School District
6225 El Camino Real
Carlsbad CA 92009
Phone: (760) 331-5000
D Encinitas Union School District
101 South Rancho Santa Fe Rd
Encinitas, CA 92024
Phone: (760) 944-4300 x1166
D San Dieguito Union H.S. District
684 Requeza Dr.
• Encinitas, CA 92024
Phone: (760) 753-6491 Ext 5514
(By Appt. Only)
D San Marcos Unified Sch. District
255 Pico Ave Ste. 100
San Marcos, CA 92069
Phone: (760) 290-2649
Contact: Katherine Marcelja
(By Appt.only)
D Vista Unified School District
1234 Arcadia Drive
Vista CA 92083
Phone: (760) 726-2170 x2222
.
SCHOOL DISTRICT SCHOOL FEE CERTIFICATION
(To be completed by the school district(s))
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.
S ignature of Authorized School District Official : Dr-
Title: S Uf·l V-/ V\+-UAcl--VVv-t-
Name of School District: CARLSBAD UNIFIED SCHOOL DISTRICT
5225 EL CAMINO REAL
Community & Economic D~~e19ftding Division
Gh urc VL d ( { 0\AJ c)~fov
Date: i::;/g /20
Phone:1w 0-33 /-S°dOO
1635 Faraday Avenue I Carlsbad, CA 92008 I 760-602-2719 I 760-602-8558 fax I building@carlsbadca.gov
C Cicyof
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.ca rlsbadca.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) l ❖ Pool
..111 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.
..111 Details on CAP ordinance requirements are available on the city's website .
..111 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.
"":r.' 4 -J ' • .,..,... < • ', '\ ._ .:!-.., • : ✓ I•~_,;,/ •' ' ,,_ ' ~ ' •.~ 'i" ' • ~ I ~1 ~-~ --,. ·:-;-· •. -.. _.,,. --~•)·•·, .. • .,_ .... -,.,.,, ,. -••Y:,,~ .. -"r __ ., .......... -I -'°. r~-, ~--.. -. . -.... ----~-¥-"•
f..,_, • I •t • • <.': • I .u ; ' : , , I .. ~
Project Name/Building
Permit No.:
~ 1w"t''-'\E.W'-
_fo.O_\:>_, '\'_,c::._ ..... ____;*c___:_~-=-="--'=-------BP No.: a lZ 1.0lo.,. d{s-+
Property Address/APN: 2. l "2.. S--f;:>~..-.. ~ '""-'~I()'.:> A "--'L '2..oS • \<,.o, ~l, 00
Applicant Name/Co.: ~ • \ _--=::>.......,=-~~-~-'----"\d..._,_t;a..:...=.-=-' ...::,'--:!=...:...""---=----,------------------------
Applicant Address:
Contact Phone: 7 Ip~• LI~· \4-C...o Contact Email: W "--' '-' ~ T' ~ 00..-.J 1, ~ \1-0 .... !:>
,~v-e.-. c:....o'-'\
v Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
Applicant Signature:~ 7
B-50
Contact Phone:
Contact Email:
Date: Zr ~ . 2..o Lo
Page 1 of 6 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:$ )32.., f-{)~
}
Construction Type
;z(Residential
□ New construction
;z{ Additions and alterations:
□ BPV < $60,000
{ BPV ~ $60,000
Electrical service panel upgrade only
□ BPV ~ $200,000
D Nonresidential
□ New construction
□ Alterations:
□ BPV ~ $200,000 or additions ~ 1,000
square feet
□ BPV ~ $1,000,000
□ ~ 2,000 sq. ft. new roof addition
Checklist ltlm
Notis:
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
2A, 3A, 18, 28,
4A 3B,4A
N/A N/A All residential additions and alterations
1A, 4A 4A 1-2 family dwellings and townhouses with attached garages
only
*Multi-family dwellings only where interior finishes are removed
1A, 4A* 1B, 4A* and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
1 B, 2B, 3B, 4B and 5
1B, 5
1B, 2B, 5 Building alterations of~ 75% existing gross floor area
2B,5 1 B also applies if BPV ~ $200,000
Check the woprialeboa. ~ 1111aapplcablaa11 BNCeplkwl 1tams, atdprovide~cma11ansnt domtwllllioo •-•••IYY•
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) sections 18.21.155 and 18.30.190, and the California Green Building Standards Code (CALGreen) for
more information when completing this section.
A jzf' Residential addition or alteration 2: $60,000 building pennit valuation.
See CMC section 18.30.190.
D N/A _________ _
D Exception: Home energy score ~ 7
(attach certification)
Year Built Single-family Requirements Multi-family Requirements
Jef Before 1978 Select one:
D Duct sealing 0 Attic insulation D Cool roof D Attic insulation
D 1978 and later Select one:
D Lighting package D Water heating Package
D Between 1978 and 1991 Select one:
D Duct sealing D Attic insulation D Cool roof
D 1992 and later Select one:
D Lighting package D Water heating package
8. 0 Nonresidential* new construction or alterations 2: $200,000 building pennit valuation,
or additions 2: 1,000 square feet D N/A
Updated 8/ 15/20 I 9
\.,
2
City of Carlsbad Climate Action Plan Consistency Checklist
See CMC 18.21.155 and CALGreen Appendix AS, Division AS.2-Energy Efficiency.
A5.203.1.1 Choose one: □ .1 Outdoor lighting □ .2 Warehouse dock seal doors
□ .3 Restaurant service water heating (comply with California Energy Code section 140.5, as amended) □ NIA _________ _
□ .4 Daylight design PAFs □ .5 Exhaust air heat recovery
A5.203.1.2.1
Choose one as applicable: □ .95 Energy budget □ .90 Energy budget □ NIA
A5.211.1 **
□ 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
□ Elevators and escalators □ N/A
A5.213.1
□ Steel framing □ N/A
* Includes hotels/motels and high-rise 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 pennit 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 ~$1,000,000 BPV and affecting ~75% existing floor area, or addition that increases roof
area by ,?:2,000 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:
□If < 10,000s.f. Enter: 5 kWdc
Min. System Size:
□If ;:: 10,000s.f. calculate: 15 kWdc x (GFA/10,000) **
___ kWdc
**Round building size factor to nearest tenth, and round system size to nearest whole number.
□ Time-Dependent Valuation Method
Updated 8/15/20 19 3
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 CMC 18.30.150(8) (high-rise residential, hotel/motel) or CMC 18.30.170(8) (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
D Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
D Exception:
Updated 8/15/201 9 4
City of Carlsbad Climate Action Plan Consistency Checklist
4. Electric Vehicle Charging
A. J?J 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:
~One EVSE Ready parking space required D Exception :
D Multi-family residential· D Exception ·
Total Parking Spaces EVSE Spaces
Proposed Caoable Ready I
I
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, alterations have a building perm rt 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 O Nonresidential new construction (includes hotels/motels) D Exception ·
Total Parking Spaces EVSE Soaces
Proposed Capable I Ready I Installed I Total
I I I
Calculation· Refer to the table below·
Total Number of Parkinq Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
□ 1~25 2 1
□ 26-50 4 2
□ 51-75 6 3
□ 76-100 9 5
□ 101-150 12 6
□ 151-200 17 9
□ 201 and over 10 oercent of total 50 percent of Reauired EV Spaces
Updated 8/1 5/2019 5
City of Carlsbad Climate Action Plan Consistency Checklist
5. D Transportation Demand Management (TOM): Nonresidential ONLY
An approved Transportation Demand Management (TOM) Plan is required for all nonresidential projects that meet a threshold of employee-generated ADT.
City staff will use the table below based on your submitted plans to determine whether or nor your permit requires a TOM plan. If TOM is applicable to your
permit, staff will contact the applicant to develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Emp ADTfor
first 1,000 s.f.
EmpADTI
1000 s.f.1
Office (all)2 20
Restaurant 11
Retaib 8
Industrial 4
Manufacturing 4
Warehousin 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 1 (JlhEdition
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 ADT
Retail: 9,334 sf
1. First 1,000 sf= 8 ADT
2. 9,334 sf -1,000 sf= 8,334 sf
3. 8,334 sf/ 1,000 x 4.5 + 8 = 46 Em lo ee ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be contacted should
my permit require a TOM plan and understand that an approved TOM plan is a condition of permit issuance.
Applicant Signature: __________________ _ Date: ______ _
Person other than Applicant to be contacted for TDM compliance (if applicable):
Name (Printed): ___________________ _ Phone Number: _____ _
Email Address: ___________________ _
Updated 8/15/2019 6
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SA TI SF ACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER
PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTIVITIES TO THE MAXIMUM EXTENT PRACTICABLE TO AVOID
THE MOBILIZATION OF POLLUTANTS SUCH AS SEDIMENT AND TO
AVOID THE EXPOSURE OF STORM WATER TO CONSTRUCTION
RELATED POLLUTANTS; AND (2) ADHERE TO, AND AT ALL TIMES,
COMPLY WITH THIS CITY APPROVED TIER 1 CONSTRUCTION SWPPP
THROUGHOUT THE DURATION OF THE CONSTRUCTION ACTIVITIES
UNTIL THE CONSTRUCTION WORK IS COMPLETE AND APPROVED
BY THE CITY OF CARLSBAD.
Ray Gauthier
OWNER(SJ/OWNER'S AGENT NAME (PRINT)
~nd q~ 05/11/2020
OWNER(SWNER'S AGRIQT NAME (SIGNATURE) DA TE
E-29
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP (.M;;;J...odfj_ 6(./t:; .. 1
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
Erosion Control Sediment Control BMPs Tracking Non-storm Water Waste Management and Materials BMPs Control BMPs Management BMPs Pollution Control BMPs
C -C C 0 -0 0 :;:, C C 'O :;:, :;:, "' 0 "' 'O "' 'O " C " " C C "' E C: E C -0 :, 2 0 "E 0 0 E -~ :;:, 'o ,Q-"' 0 ::. 'O " "' L "' --C: :, >, 0,
0, C '1> L C "' c " " "' 0 ·c -s:::. CT L 0 C
Best Management Practice* 015 a. "' ·c -Co, C > L w ~ 0 ~ C 0 (D ·o.. L 0"' 0 L c., "' C: :c "' 3' "' ~ "' 0 C UL u "' -"' 0 :;:, -(BMP) Description ➔ "' " "'en C E "' "' "' 0, a, ·o c: 0, "' 'O "' ~ 'O al "' ::. C WC
"' .E "' C C: Cl ::::, ~ _.,
=i ~Q,) " -0 0 0 3' C L Q ~~ 'O >, 0"' Cc 0 "' [!l E :;:, ::. 0 C Cl (D en·-"' Cl·-l!lo uw 00 0, "' X Cl o, C "' a:: E 0 -Na, " C'I:;::; "' '1> C 0" 0 a. L-;;:: "' "' 0 "' E -"' al -:, .a E al =rfl == 3: L'-:0 o·c ·c ~ "iii a.. e "' -'O .S::: C "' LL " L "' :, 'O ·-'O ~0 C 0 -"' 'O 0 0 -·-]' 'o > L-.0 L .a 0 ·e; ~ 0 ·-0 Q> L " --0 LO "' " "' " C --o -= C ·-C: 0 -0 0 0 0 0, .8 0 0 0 .s::: "' 0 " 0 L "' .s::: .0 L ..':;o 0 -L U, C ;;:: ct 0 " -o-0 -a. 0 oo c., ;;:: WC! en in en u Li: c., en> en en o.. en oc o..o 0.. >u ::. en ::. en en u en :a,
CASQA Designation ➔ r--co m ,.,, .... r--co 0 N ,.,, r--co N t<) ..... ,0 ,n <O ' ' I I I I I I I I I I I I I I I I I I I I I u u u u w w w w w w w w f!: f!: en en en en i :a, i :a, i . Construction Activity w w w w en en en en en en en en z z z z ;;:: ;;::
Gradina/Soil Disturbance
Trench inn /Excavation X Stockoilina
Drillinn /Barino
Concrete/Asoholt Sawcuttina
~ Concrete Flotwork X Paving
![ Conduit/Pioe Installation . . y
' Stucco;Morlar Work IV
Waste Disposal
~ Staainn /Lav Down Area y
Enuioment Maintenance and Fuelina
Hazardous Substance Use/Storaae
Dewaterina
Site Access Across Dirt
Other /list);
Instructions:
1. Check the box to the left of all applicable construction activity (first column) expected to occur during construction.
2. Located along the top of the BMP Table is a list of BMP's with it's corresponding California Stormwoter Quality Association (CASQA) designation number. Choose one or more BMPs you intend to use during construction from the list. Check the box where the chosen activity row intersects with the BMP column.
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply them to the project.
PROJECT INFORMATION
Site Address: 2123 Basswood Ave.
Assessor's Parcel Number: 2051602100
Emergency Contact:
Nome: Ray Gauthier
24 Hour Phone: 760-497-5679
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM Ii] LOW
"' .;
0 ;;::_
C "'"' :, E
0"'
'O "' ao NC 0 0 ::c :a,
<O
I
i
"' -"' o-;;:: C "' "'E -., "' "' t; 0
CC 0 0 u::.
co
I ::. ;;::
Page 1 of 1 REV 11/17
1