HomeMy WebLinkAbout1420 YOURELL AVE; ; CBR2022-0492; PermitBuilding Permit Finaled
Residential Permit
Print Date: 04/13/2023
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
1420 YOU RELL AVE, CARLSBAD, CA 92008-1051
BLDG-Residential Work Class:
1560510300 Track#:
$51,884.16 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Description: SULLIVAN: DEMO AND REBUILD 366 SF ADDITION
Applicant: Property Owner:
Addition
LOGAN ANDERSON
1106 2ND ST, # 561
ENCINITAS, CA 92024-5096
(619) 807-0640
CO-OWNERS JAMES AND COURTNEY SULLIVAI
-1420 YOU RELL AVE
CARLSBAD, CA 92008
(303) 882-7731
FEE
BUILDING PLAN CHECK
BUILDING PLAN REVIEW -MINOR PROJECTS (LDE)
BUILDING PLAN REVIEW -MINOR PROJECTS (PLN)
GREEN BUILDING STANDARDS PLAN CHECK & INSPECTION
SB1473 -GREEN BUILDING STATE STANDARDS FEE
SFD & DUPLEXES
STRONG MOTION -RESIDENTIAL (SMIP)
SWPPP INSPECTION FEE TIER 1-Medium BLDG
SWPPP PLAN REVIEW FEE TIER 1-Medium
Total Fees: $2,729.04 Total Payments To Date: $2,729.04
(city of
Carlsbad
Permit No: CBR2022-0492
Status: Closed -Finaled
Applied: 02/18/2022
Issued: 10/19/2022
Finaled Close Out: 04/13/2023
Final Inspection: 04/11/2023
INSPECTOR: Renfro, Chris
Kersch, Tim
Contractor:
BEACHSIDE BUILDERS LLC
PO BOX 2263
CARLSBAD, CA 92018-2263
(760) 473-2002
Balance Due:
AMOUNT
$755.30
$194.00
$98.00
$175.00
$3.00
$1,162.00
$6.74
$271.00
$64.00
$0.00
Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter
collectively referred to as "fees/exaction." You have 90 days from the date this permit was issued to protest imposition of these
fees/exactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the
protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section
3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their
imposition.
You are hereby FURTHER NOTIFIED that your right to protest the specified fees/exactions DOES NOT APPLY to water and sewer connection
fees and capacity changes, nor planning, zoning, grading or other similar application processing or service fees in connection with this
project. NOR DOES IT APPLY to any fees/exactions of which you have previously been given a NOTICE similar to this, or as to which the
st atute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Aven ue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
( City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APP LI CATION
B-1
Plan Check Ci3{Z:;2Wo?~ 0~
Est. Value jj :"'.f} , ~~£/ , / b
PC Deposit
Date
Job Address 1420 YOURELL AVE Unit:. _____ APN: ___________ _
CT/Project #:. __________________ Lot #:. ____ Year Built: _________ _
BRIEF DESCRIPTION OF WORK: DEMOLITION AND REBUILDING OF AN EXISTING UNPERMITTED ONE-STORY ADDITION TO AN EXISTING
ONE-STORY SINGLE-FAMILY RESIDENCE
IX] New SF: Living SF, 366 Deck SF,. ____ Patio SF, ____ Garage SF __ _
Is this to create an Accessory Dwelling Unit? O Y c, N New Fireplace? O YON , if yes how many? ___ _
IX) Remodel:_4_2 ____ SF of affected area Is the area a conversion or change of use? 0 YO N
□ Pool/Spa: ____ SF Additional Gas or Electrical Features? ____________ _
□Solar: ___ KW, ___ Modules, Mounted:QRoofOGround, Tilt: 0Y0 N, RMA: CY ON,
Battery:0Y0> N, Panel Upgrade: 0Y CN
Other:
PRIMARY APPLICANT
Name: LOGAN ANDERSON
PROPERTY OWNER
Address: 1106 SECOND ST, #561
City: ENCINITAS State:_c_A __ Zip: 92024
Phone: 760-473-0305
Email: MARCELA@MARCELALOGAN.COM
DESIGN PROFESSIONAL
Name: SAME AS PRIMARY APPLICANT
Address: _________________ _
City:. ________ state:. ___ Zip:. ____ _
Phone:. _________________ _
Email:. _________________ _
Architect State License: C-34208 ------------
Name: JAMIE AND COURTNEY SULLIVAN
Address: 1420 YOURELL AVE
City: CARLSBAD State:_c_A_....;Zip: 92008
Phone: (303) 882-7731
Email: SULLIVAN3C@GMAIL.COM
CONTRACTOR OF RECORD
Business Name: &uA s,/e 8w ¼rs ,/-J.C
Address: lb Bqx ..:2,7(, 3
City: Carlshq.~ State: ctt Zip: '7,;2t:7/ g
Phone: 7t;,o -.;777-o>/1-/J..f
Email: ()<eel, ,-,.;.le bu,,i&csa~mGli Coo,
CSLB License#: L4T0313 Class:. _ ___,,8......, ____ _
Carlsbad Business License# (Required): _______ _
APPLICANT CERTIFICATION: I certify that I have read the application and state that the above information is correct and that the Information of the plans is accurate. I "':::;;;:•:;,:;zy:~~;~::~'~;;;~'"'";,""'00
::,:;,,~ ~.c=-DA TE: 02/07/2022
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-271~ \ Email: Building@carlsbadca.gov
REV. 10/21
THIS PAGE REQUIRED AT PERMIT ISSUANCE PLAN CHECK NUMBER: ______ _
A BUILDING PERMIT CAN BE ISSUED TO EITHER A STATE LICENSED CONTRACTOR OR A PROPERTY OWNER. IF THE PERSON SIGNING
THIS FORM IS AN AGENT FOR EITHER ENTITY AN AUTHORIZATION FORM OR LETTER IS REQUIRED PRIOR TO PERMIT ISSUANCE.
(OPTION A): LICENSED CONTRACTOR DECLARATION:
I herebyaf firm under penal tyof perjury that I am licensed under provisions of Chapter 9 ( commencing with Section 7000) of Division 3
of the Business and Professions Code, and my license is in full force and effect. I also affirm under penalty of perjury one of the
following declarations {CHOOSE ONE):
Di have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. Policy No. ___________________________________________ _
-OR-
~I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the perfo
My workers' compensation insurance carrier and policy number are: Insurance Company Name: __ ....,.....,.....__'--"-. ........ '-::;...-,,.------:----:------I
Policy No. 92 q '71=/ 22 Expiration Date: --~~~__.1~:..L.J:.6,;IL.L....,,._,a...,."--:~I
-OR-
D Certificate of Exemption: I certify that in the performance of the work for which this permit is issued, I shall not employ any person In any manner so as to become
subject to the workers' compensation Laws of California. WARNING: Failure to secure workers compensation coverage Is unlawful and shall subject an employer to
criminal penalties and civil fines up to $100,000.00, in addition the to the cost of compensation, damages as provided for In Section 3706 of the Labor Code,
Interest and attorney's fees.
CONSTRUCTION LENDING AGENCY, IF ANY:
I hereby affirm that there is a construction lending agency for the performance of the work this permit is issued (Sec. 3097 (i) Civil Code).
Lender's Name:. _______________________ Lender's Address: _______________________ _
CONTRACTOR CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and
utilities/utility easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are
not approved for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show
the correct dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed
use of each building as stated is true and correct; all easements and other encumbrances to development have been ly shown and labeled as well as all on-site grading/site preparation.
All Improvements existing on the property were completed in accordance with all regulations in existence at th , of th~i, onstruction, unless otherwise noted.
(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).
-OR-
DI, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The
Contractor's License Law does not apply to an owner of property who builds or improves thereon, and contracts for such projects with contractor(s) licensed
pursuant to the Contractor's License Law).
-OR-
DI am exempt under Business and Professions Code Division 3, Chapter 9, Article 3 for this reason:
AND,
D FORM 8-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
contractors./ understand that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application is
submitted or at the following Web site: http: I I www.leginfo.ca.gov! ca/aw. html.
OWNER CERT/FICA TION: The applicant certifies that all documents and plans clearly and accurately show all existing and proposed buildings, structures, access roads, and utilities/utility
easements. All proposed modifications and/or additions are clearly labeled on the site plan. Any potentially existing detail within these plans inconsistent with the site plan are not approved
for construction and may be required to be altered or removed. The city's approval of the application is based on the premise that the submitted documents and plans show the correct
dimensions of; the property, buildings, structures and their setbacks from property lines and from one another; access roads/easements, and utilities. The existing and proposed use of each
building as stated is true and correct; all easements and other encumbrances to development have been accurately shown and labeled as well as all on-site grading/site preparation. All
improvements existing on the property were completed in accordance with all regulations in existence at the time of their construction, unless otherwise noted.
NAME (PRINT): SIGN: __________ DATE: ______ _
Note: If the erson si nln above is an authorized a ent for the ro ert owner Include form 8-62 si ned b
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602-8558
2
owner.
Email: Building@carlsbadca.gov
REV.10/2
PERMIT INSPECTION HISTORY for (CBR2022-0492)
Permit Type: BLDG-Residential Application Date: 02/18/2022 Owner: CO-OWNERS JAMES AND COURTNEY
Work Class: Addition
Status: Closed -Finaled
SULLIVAN
Issue Date: 10/19/2022 Subdivision: SHANGRILA TRACT
Expiration Date: 08/07/2023
IVR Number: 38786
Address: 1420 YOURELL AVE
CARLSBAD, CA 92008-1051
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
02/07/2023 02/07/2023 BLDG-17 Interior 202428-2023 Passed Chris Renfro Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
NOTES Created By TEXT Created Date
Seta Levanduski MATT 760-473-2002 02/06/2023
04/11/2023 04/11/2023 BLDG-Final Inspection 207706-2023 Passed Chris Renfro Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-Plumbing Final Yes
BLDG-Mechanical Final Yes
BLDG-Structural Final Yes
BLDG-Electrical Final Yes
NOTES Created By TEXT Created Date
Angie Teanio 760-4 73-2002 Matthew 04/10/2023
Thursday, April 13, 2023 Page 2 of 2
Building Permit Inspection History Finaled
(city of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2022-0492)
Permit Type: BLDG-Residential Application Date: 02/18/2022 Owner: CO-OWNERS JAMES AND COURTNEY
SULLIVAN
Work Class: Addition Issue Date: 10/19/2022 Subdivision: SHANGRILA TRACT
Status: Closed -Finaled Expiration Date: 08/07/2023 Address: 1420 YOURELL AVE
CARLSBAD, CA 92008-1051 IVR Number: 38786
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection
Date Start Date Status
11/07/2022 11/07/2022 BLDG-11 195861-2022 Passed Tim Kersch
Foundation/Ftg/Piers
(Rebar)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-12 Steel/Bond 195862-2022 Passed Tim Kersch
Beam
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
12/20/2022 12/20/2022 BLDG-83 Roof Sheating, 199307-2022 Passed Chris Renfro
Exterior Shear (13, 15)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-13 Shear Panels-HD (ok Yes
to wrap)
BLDG-15 Roof Yes
Sheathing-Reroof
01/26/2023 01/26/2023 BLDG-84 Rough 201578-2023 Passed Chris Renfro
Combo(14,24,34,44)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Garage separation firewall needs to have No
drywall and caulking along that wall up to
the ceiling Rafters. Relocate smoke
detector in bedroom minimum 3 feet from
air register or tip of fan blade
BLDG-14 Yes
Frame-Steel-Bolting-Welding
(Decks)
BLDG-24 Rough-Topout Yes
BLDG-34 Rough Electrical Yes
BLDG-44 Yes
Rough-Ducts-Dampers
01/31/2023 01/31/2023 BLDG-16 Insulation 201889-2023 Passed Chris Renfro
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-27 Shower 201997-2023 Passed Chris Renfro
Pan/Tubs
Thursday, April 13, 2023
Inspection
Complete
Complete
Complete
Complete
Complete
Complete
Page 1 of 2
Carlsbad CB-CBR2022-0492
March 4, 2022
RE Cfevt)ta~?nt Services
«~;;:
~ CITY OF
SPECIAL INSPECTION R z 8 202l eulldlng Division
AGREEMENT MA. 1635FaradayAven'°
CARLSBAD B-45 . " C !' RLSB/\\zl;o-602-2119 en Y O, , ·, , 1i"'i't:'.JWlsbadca.gov
Pl IILDING [J! .J ;:,,
In accordance with Chapter 17 of the California Building Code the following must be completed when work being performed
requires special Inspection, structural observation and construction material testing.
>roject/Permit: ____ _ ___ Project Address: 1420 Yourell Ave
A. THIS SECTION MUST BE COMPLETED BY THE PROPERTY OWNER/AUTHORIZED AGENT. Please check if you are Owner-Builder
D (If you checked as owner-builder you must also complete Section B of this agreement.)
Name: (Please prJntL. __ __,P_a=u._l _________ S=-_________ _::C_:_:h_:_:r_:_:is:ct.::e_:_:n_::s_::o_:_n:.__ __ _
(Fir;t) (Ml)
Mailing Address 3529 Coastview Ct, Carlsbad CA 92010
Email· pau\.pcsd@gmail.com
(lasli
Phone 760-207-1885
I am: □Property Owner □Property Owner's Agent of Record □Architect of Record ii!Engineer of Record
State of California Registration Numbe _· -~R~C~Ece0e,5c,7_-1~8,,2 _______ Expiration Date:_1~2~/2~3~-----
AGREEMENT: I, the undersigned, declare under penalty of perjury under the laws of the State of California, that I have read,
understand, acknowledge and promise to comply with the City of Carlsbad requirements for special inspections, structural
observations, construction materials testing and off-site fabrication of building components, as prescribed in the statement of
special inspections noted on the approved plans and, as required by the California Building Code
Signature___/J~~,,,_ _________ Date:_ Q3/?0/22 _____ _
B. CONTRACTOR'S STATEMENT OF RESPONSIBILITY (07 CBC, Ch 17, Section 1706). This section must be completed by the
contractor/ builder/ owner-builder.
Contractor's Company Name. ___________________ Please check if you are OWner-Builder D
Name: (Please print)_
(Forst) [Ml)
Mailing Address:_
Email ___ _ Phone" ___ _
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;
• I 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 rep:irtIng and the distribution of the reports: and
• I certify that ! will have a qualified person within our (the contractor's) organization to exercise such control.
• I will provide a final report I letter In compliance with CBC Section 1704.1.2 prior to requesting final
inspection.
Signature~· ______________________ ,Date: __________ ~
B-45 Page 1 of 1 Rev. 08/11
PCSD Engineering Corp
3529 Coastvirw Court
Carlsbad, CA 92010
Ph: 760-207-1885
/jp
Structural Design Calculations
Residential Addition
Client
Courtney & Jaime Sullivan
1420 Yourell Avenue
Carlsbad, CA 92008
Project
Sullivan Residence
1420 Yourell Avenue
Carl
Pau .
RCE C57182, exp. 12/31/~
(, (\
[.1!.._~ ----.--0_]
f'A-k£ C,h,,-iJU,H-jOH ,:$A,n ~O I. ... ,, .. u.ri ... ,
CBR2022-0492
1420 YOURELLR~~~D 366 SF ADDITION
SULLIVAN: DEMO AND Octobe
> I---0
PCSD File
1560510300
2/18/2022
CBR2022-0492
t •
'
Paul Christenson San Diego Engineering
3529 Coastview Ct -Carlsbad, CA 92010
Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com
1.0 Design Criteria: Sullivan Residence
21-520
Code:
Timber:
2019 California Building Code -ASCE 7-16
Douglas Fir-Larch (DF-L), WWPA or WCLIB
2x Wall Framing: DF-L #2 (unless noted otherwise)
2x Rafters & Joists: DF-L #2 " "
Posts & Beams: DF-L #1 "
Glue-Lam Beams: Simple Span: I Grade 24F-V4 (OF/OF)
I Grade 24F-V8 (DF/DF) Cantilevers:
Sheathing: Min. APA-Rated She(llthing, Exposure 1, Plywood or OSB (U.N.O.)
Engineered Framing Wood /-Joists: · T JI 110,210,230,360,560 /CC ESR-1153
Concrete:
Concrete Block:
Mortar:
Grout:
LVL,PSL 1.9E Microllam, 2.0E Parallam ICBO ER-4979
Compressive Strength @ 28 days per ASTM C39-96:
Footings: 1 f'c = 2500 psi
Grade Beams: ' f c = 3000 psi
Grade N-1 per ASTM C90-95, f'm = 1500 psi per ASTM E447-92
Type S Mortar Cement per ASTM C270-95, Min. fm = 1800 psi @ 28 days.
Coarse Grout w/ 3/8" Max. Aggregate per ASTM C476-91 ,
Min. fm = 2000 psi @ 28 days.
Reinforcing Steel: #4 & Larger:
#3 & Smaller:
ASTM A615-60 (Fy = 60 ksi)
ASTM A615-40 (Fy = 40 ksi)
Structural Steel: 'W' Shapes: ASTM A992, Fy= 50-65 ksi
Plates, Angles, Channels ASTM A36, Fy = 36 ksi
Tube Shapes: ASTM A500, Grade B, Fy= 46 ksi
Pipe Shapes: ASTM A53, Grade B, Fy=35 ksi
Welding Electrodes: Structural Steel: E70-T6
E90 Series
Bolts:
Soils:
References:
A615-60 Rebar:
Sill Plate Anchor Botls & Threaded Rods:
Steel Moment & Braced Frames:
1500 psf Bearing Pressure
A307 Quality Minimum
A325 (Bearing, U.N.O.)
10/6/21, 9:25 AM U.S. Seismic Design Maps
OSHPD
Sullivan
1420 Yourell Ave, Carlsbad, CA 92008, USA
Latitude, Longitude: 33.1737249, -117.341609
:Date
j Dnlgn Code Reference Document
1 Risk Category
! l Site ClaH __
(' . --........ _ __._ .. ,
:Type Value
\ Ss 1.035
i S1 ! 0.377
i SMs 1.242
i l SM1 null -see Section 11.4 .8
I Sos 0.828
I ; So1 null -see Section 11.4.8 ,. .•. . '. -......... ,. ··• ~-·· _.,
··-~·•• ---· ------..-~. ·•-------· ---
'.Type Value
' I soc null -See Section 11.4.8
{ Fa 1.2
'Fv null -See Section 11.4.8
; PGA 0.454
I
i FPGA 1.2
(PG~ 0.545
! TL 8
I SsRT 1.035
i j SsUH 1.1 52
\ SsO 1.5
i • S1RT 0.377 i S1UH 0.415
, S1D 0.6
i PGAd 0.536
' ; CRs 0.898
I
https://seismicmaps.org
' . Youre/1 Ave · ..
' -•. ~ ........ Forest /we ' ..
,_ -.... __ .., --· -
Description
10/6/2021, 9:25:00 AM
ASCE7-16
II
D -Default (See Section 11.4.3)
MCER ground motion. (for 0.2 second period)
Description
MCER ground motion. (for 1.0s period)
Site-modified spectral acceleration value
Site-modified spectral acceleration value
Num8nc seJsmJc design valuB al 0.2 sacond SA
Numeric seismic design value at 1.0 second SA
Seismic design category
Site amplification factor at 0.2 second
Site ampliflcatlon factor at 1.0 second
MCEG peak ground acceleration
Site amplification factor at PGA
Site modified peak ground acceleration
Long-period transition period in seconds
Probabilistic risk-targeted ground motion. (0.2 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
Factored deterministic acceleratron value. (0.2 second)
Probabilistic risk-targeted ground motion. (1.0 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
Factored deterministic acceleration value. (1.0 second)
Factored deterministic acceleration value. (Peak Ground Acceleration)
Mapped value of the risk coefficient at short periods
3p.,f
1/3
.j.
0
12
4j
MEMBER REPORT
Roof Framing, (RR· 1) Rafters
1 plece{s) 2 x 6 Of No.2 0 16" OC
Sloped Length; 9' 9/16"
8'
All locatfons are measured from the outside face of left support { or left cantilever end). All dimensions are horizontal.
Member
PASSED
4\
...
0
Member Length : 9' 2 3/8"
System : Roof
Shear lbs 170 @ 8 11/16" 1238 1.25 1.0 D + 1.0 Lr All Spans)
Member Type : Joist
llutld\no Use : Residential
Building Code : !BC 2018
DeslQll Methodology : ASO
Member Ptti:h : 4/12
Moment {Ft-lbs) 398 @ 4' 3 1/2" 1060 Passed 1.25 1.0 D + 1.0 Lr AU S ns
Uve Load Deft. {in) 0.089 @ 4' 3 1/2" 0.430 Passed L/999+
Total Load Deft {In) 0.160 @ 4' 3 1/2" 0.574 Passed L/647)
• OeftecUoll crtter1a: LL (1./240) and n (1./180).
• Allowed moment does oot reflect the adju$tment for the beam stability factor.
• A 15% increase in the moment capadty has been added to accouot for repetitive member UsaQe.
• Applicable calculatklrls are based on NOS.
•Maldmum allowable braci'lll lnteMls based on a)ll:Aled load.
Weyemaeuser wam,nts that the slzlng of Its products will be In accordance with Weyert,aeuser product design cti~ aod published deslgo values. Weyert,aeuser expressly disclaims any other warranties
related to the software. Use of this software Is not Intended to circumvent the need for a design professlonal as determined by the authority having Junsdlctlon. The designer of reo:>n:I, bulldet or framer IS
responsible to assure that this calculatlon Is compatible with the overall project. Accessories (Rim Board, Bloddng Panels and Squash Blocks) are not designed by this software. Products man~red at
Weyemaeuser ladlltles are third-party cer1111ed to suslalnable forestJy standards. Weyerhaeuser 1:ngl.-ed Lumber Products have been evaluated by ICC·l:S under evaluation repol'ts l:SR-1153 and 1:SR-1387
and/or tested In aCCXll'dance with appllcable "5TM standards. For current code evaluation reports, Weye,t,aeuser product Ntllrature and lnstallatlon detatls refer t0
www.weyert,aeuser.cx,m/woodproducts/doa11nent-lilnry.
The product appllcatlon, Input design loads, dimensions and support lnformaUon have been provided by ForteWEB Software Operator
ForteWEB Softwara Operator
Paul Olristenson
PCSO Engineering
(760) 207-1885
paul.pcsd@gmail.com
.JobNolM
Weyerhacus,r
1/25/2022 5: 12:06 PM UTC
ForteWEB v3.2, Engine: VS.2.0.17, Data: V8.1.0.16
FIie Name: Sullivan Logan
Paoe 1 / 1
12
2.83!
2· 1 va·
[i]
MEMBER REPORT
Roof Framing, (RB-1) Hip
1 plece(s) 2 x 8 Of No.2
Sloped Length: 13' 6"
1 o· 3 1115·
All locations are measured from the outside face cl left support ( or left cantilever end). All dimensions are horizontal.
~•.,;;."-", (;<~£.i.ntii~" '«·,. ,, .. -"' ·-·'.~~ .• ,'J:~'l;~-~~'•4 , ... >,1J. . .-!·(.,.,i':'."::;',, I ''l!:J./~ ,i;;. ~. ~ • • ~--•· • . • r ,. .
Member Reaction (lbs) 610 @ 12' 10 1/8" 1406 (l.SO") Passed ( 43%) --1.0 D + 1.0 Lr (Alt Spans)
Shear (lbs) 506 @ 12' 3 1/16" 1631 Passed (31%) 1.25 1.0 D + 1.0 Lr (Alt Spans)
Moment (Ft-lbs) 1178 @ 8' 7 1/2" 1478 Passed (80%) 1.25 1.0 D + 1.0 Lr (Alt Spans\
Uve Load Deft (In) 0.164 @ 8' 1/16" 0.519 Passed (l/759\ --1.0 D + 1.0 Lr (Alt Spans)
Total Load oen. (In) 0.289 @ 8' 3/16" 0.692 Passed (l/431) --1.0 D + 1.0 Lr (Alt Spans)
• Oeflectlorl Cl1teria: U (L/2◄0) and Tl (L/180).
• o-tv,ng de1lectlon attena: U. (2L/240) and Tl {2L/180).
• Al~ moment does not reflect the adjustment for the beam stablNty factor.
• Applcilble calculatlons are based on NOS.
• llloddng Panels are assumed to carry no loads applied directly above them and the ful load Is applied to the member being designed.
• At hanger supports, the Total Bea~ng dimension ts equal to the width of the material that Is suppo<1lng the hanger
• 1 See ConnedDr grid below for additional Information and/or requirements.
0 • Self Weight (PLf) 0 to 12' 10 1/8' 2.8
1 • Tapered (Plf) 0 to 2' 7 1/8' N/A o.o to 39.9 o.o to 51.9 Generated from
Roof Geometry
2 • Tapeted (Plf) 2' 7 1/8" to 12' 10 1/8' N/A 0.0 to 73.9 o.o to 102.5 ~from
Roof Geometry
' "'~ , ~~~}i,.'?,tf " f<'tli~ ~' · i"'i1;i . ~\ r\l-{\, -~.,-'f?f~f':•t·,:~),. 'J:tr_, ,,
·: -~;l.ii~~
PASSED
+
0
Member Length : 13' ◄ 1/16'
Sysb!m : Roof
Member Type: Rush Beam
Building Use : Residential
Building Code : !BC 2018
Desl!,l Methodology : ASO
Member Pitch : 2.83/12
Weyerhaeuser warrants that the sizing cl Its l)nlducts w!I be In aa:ordance with Weyerhaeuser product design attena and published design values. Weyemaeuser ~ dlsdalms any other warrantieS
related to the software. Use of this software Is not Intended to clrcurnwnt the need for a dest9' professlonal as determined by the autnortty having Jurisdiction. The designer of reoord, builder or framer Is
responsible to assure that this calculation Is cornpaUble with the overall project. Acoossones (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are thtrd·party certified to sustainable forestJY standards. Weyerhaeuser Engineered Lumber Products have been evaluab!d by ICC-ES under evaluation reports ESR-1153 and ESR-1387
aootor tesb!d In accordance with a~cable ASTM standards. For current CXJde evaluation reports, Weyertlaeuser product llteriiture and lostallatlon details refer to
www.weyerhaeuser.com/woodproducts/document-llbrary.
Toe product appicatlon, Input design loads, clmenslons and support Information have been provided by ForteWEB Software Operator
ForteWO Software Opsa1IOr
Paul Ov1strnson
PCSD Engineering
(760) 207-1885
paul.pcsd@omai.cx>m
JobNOClea
A
',!,eyerhaeuser
1/25/2022 5:13:21 PM UTC
ForteWEB v3.2, Engine: VS.2.0.17, Data: VB.1.0.16
File Name: Sullivan Logan
Paoe 1/ 1
=rill I"' U I'( I C ~
..
0
MEMBER REPORT
Roof Framing, (RB-2) Ridge Bm
1 plece(s) 6 x 10 DF No.1
0-.era ll length: 16' 9·
All locations are measured from the outside face <:I left support { or left cantllever end). All dimensions are horizontal.
Member Reaction {lbs) Passed {40%)
Shear {lbs) 2231 @l 14' 9 1/2" Passed {30%)
PASSED
~l
..
0
5'/Sll!m : Roof
Moment {Ft-lbs) -8931 @ 13' 10 1/4" 11634 Passed 77% 1.25 1.0 D + 1.0 Lr {All Spans)
Member Type : Drop Beam
Building Use : Resldentlal
Building Code : rec 201s
Design Methodology : ASD
Member Pitch : 0/12 Uve Load Dell. In 0.306 @ 18' 9" 0.490 Passed 2l/384) 1.0 D + 1.0 Lr (Alt Spans)
Total Load Dell. In 0.459 @ 18' 9" 0.653 Passed {2l/256 1.0 D + 1.0 Lr {Alt Spans)
• Deflection crtter1a: LL (l/240) and Tl (l/180).
• Overhang detlectlon atter1a: Li {2l/240) and TL (2l/180).
• Allowed moment does not reflect the adjustment for the beam stability factor.
• Lumber grading provisions must be extended over the length of the member per NOS 4.2.5.5.
• Applicable calculationS are based on NOS.
Top Edge {Lu)
Bottom Edge (Lu)
•Maldmum alowable bracing Intervals based on applied load •
• • ' . .i<:}~ ·:. *}, %},Wj~~1>.ii::~-~'
Weyemaeuser warrants that the sizing ol Its products wfll be In accordance with Weyerhaeuser product design o111!r1a and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the softwan,, Use of this software Is not lnll!nded to d~umvent the need for a desl\ln professional as determined b>f the authority having Jur1Sdlctlon. The designer of reooro, builder or framer Is
l't!Sponslble to assure that this calculaUon Is compatlble with the overall project. Aocessor1es (Rim Board, Bloddng Panels and Squash Blocks) an, not designed b>f this softwan,, ProdlJcts manufactured at
Weyerhaeuser facllltles an, third-party certlfled to sustainable forestry standards. Weye,haeuser Engineered Lumber Products have been evaluated b>f ICC·ES under evaluaUon reportS ESR· 1153 and ESIH387
aoo/or tested In accordance with applicable ASTM standards. For current code evaluation reports, Weyemaeuser product literature and lnstaHatlon details refer to
www.weyerllaeuser.com/woodproducts/document-Ubrary.
The product applicatlon, Input design loads, dimensions and support lnformaHon have been provided b>f ForteWEB Soltware Operator
-WH Software Opeator Jol:IN-
Paul Chrtstenson
PCSO Engineel1ng
(760) 207-1885 A paul.pcsd@gmaH.com ~rh•euser
..
1/25/2022 5:16:09 PM LJTC
ForteWEB v3.2, Engine: V8.2.0.17, Data: V8.1.0.16
File Name: Sullivan Logan
Paae 1 / 1
r.ill ,-U It I t:. ~
..
0
MEMBER REPORT
Floor Framing, (FJ-1) Fir Jst
1 plece(s) 2 x 6 OF No.2@ 16" OC
Overall length: 7' 3"
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are hortzontal.
,~. a1,-. .... Y-t,:. ~~;. .. ~ "'.'' ' ~'§l ---"'a/~.. ...~'C-:,1;~~~' •v: V.;-14 ;t;_. '-:JtGol ... ..
" .. ,('.'
Member Reacttoo {lbs) 258@ 2 1/2" 2109 {2.25"} Passed (12%) --1.0 0 + 1.0 L {All Spans)
Shear (lbs) 211 @9" 990 Passed (21 %} 1.00 1.0 0 + 1.0 L (All Spans)
Moment (Ft-lbs} 428 @ 3' 7 1/2" 848 Passed (50%} 1.00 1.0 0 + 1.0 L (All Spans}
Live Load Oefl. (In} 0.079 @ 3' 7 1/2" 0.171 Passed (L/999+} --1.0 0 + 1.0 L (All Spans}
Total Load Oefl. (In) 0.108@ 3' 71/2" 0.342 Passed (L/758) --1.0 0 + 1.0 l (All Spans)
TJ-Pro"' Ratlna N/A N/A N/A --N/A
• Deflection crttena: U (L/480) and TL (l/240).
• Allowed moment does not reflect the adjustment for the beam stablNty factor.
• A 15% Increase In the moment capacity has been added to aooount for repetitive member usage.
• Applicable calculatlons are based on NOS.
• No oomposltr actk>n between decJc and joist was oonsldered Jn analysis.
•Maximum alowable bracing lnteMls based on applied load.
; : ,,,,.., .• ,r,~:;,G!J
PASSED
1/
0
System : Floor
MemberType: Joist
Building Use : Resldentlal
Building COde : IBC 2018
Design Methodology : ASO
Weyert,aeuser warrants that the Slzlng of Its products wilt be In accordance with Weyerhaeuser product design allll!rfa and published design values. Weyerhaeuser ~ disclaims any other warranties
related to the software. Use of !Ns software Is not Intended ID drcum~nt the need for a design professional as determined by the authonty having Jurisdiction. The designer of rea>rd, builder o, framer Is
responsible ID assure that this calcufatlon Is competible with the overall project ~ (Rim Board, BloclcWlg Panels and Squash Blod<s) are not designed by !Ns software. Products manufactured at
Weyerhaeuser fadlltles are thlro-party oerUfled ID sustainable forestry standards. Weyerhaeuser Engineered Lumber Products ha~ been evaluated by ICC-ES under evaluation reports ESR-1153 and ESll.-1387
amfo, ~ In aa:ctdana! with applicable A5TM standards. For current code evaluation reports, Weyerhaeuser product literature and Installation delalls refer to
www.~.com/WOOdp,oducts/document-libra!y.
The product applieatlon, Input design loads, dimensions and support lnformaHon have beo!rl provided by ForteWEB Software Operator
"°'111WEI SoftwllN Operator
Paul Olllstenson
PCSO Engineering
(760) 207-1885
paul.pcsd@omaU.com
JobNota
A
Weyerhaeuser
1/27/2022 9:57:50 PM lJTC
ForteWEB v3.2, Engine: VS.2.0.17, Data: V8.L0.16
File Name: Sullivan Logan
Paae l /1
..
0
MEMBER REPORT
Floor Framing, (FB-1) Girder Bm
1 plece(s) 4 x 6 DF No.2
Overall Length; 6' 7"
PASSED
1>/
+
0
All locations are measured from the outside face of lelt support ( or left cantilever end). All dimensions are hortzontal.
7656 (3, 50")
Shear (lbs) 905 @ 9" 2310
Moment (Ft-lbs) 1738 @ 3' 3 1/2" 1720
Live Load Deft. Cin) 0.115 @ 3' 3 1/2" 0.208
Total Load Defl. (In) 0.157 @ 3' 3 1/2" 0.313
• Deftectlon crltl!r1a: LL (1./360) and 11. (1./240).
• Allowed moment does not reffect the adjustment for the beam stablUty factor.
• Applicable c.alculatlons are based on NDS.
•Maldmum aNowable bracing Intervals based on applied load,
Passed (15%)
Passed (39%) 1.00
Passed (101%) 1.00
Passed (L/652)
Passed (L/477)
1.0 D + 1.0 L (All Spans)
1.0 D + 1.0 L (All Spans)
1.0 D + 1.0 L (All Spans)
1.0 D + 1.0 L (All Spans)
1.0 D + 1.0 L (All Spans)
System : Floor
Member Type : Drop Beam
Building Use : Resldentlal
Building C.ode : !BC 2018
Design Methodology : ASD
· ' W,si;~) , ~;!If9";~,~ .:, , ' '. _ ;,ttY,; · .
Weyemaeuser warrants that the sizing or Its products wtl be In accordance with Weyerhaeuser product design altena and pobllshed design values. w~ expressly dlsdalms any other warranties
related to the software. ~ or this software is not lntl!nded ID circumvent the need for a design professklnaf as delermlned by the authority having jur1sdlctlon. The designer of record, bullcter or "11mer is
responsible to assure that this cak:ulatk>n Is a>mpatlble with the <M!f'all project. Accessorfes (Rim Board, Blocklng Panels and Squash Blod<s) are not designed by this software. Products manufactured at
Weyeltiaeuser lacllllles are lhlrd-party cerlllied ID sustalnable forestry standards. Vleyeltiaeuser 'fngl~ lumber Products have been evaluated by lCC·fS under evaluallon reportS ESlt-1153 and ESR-1387
and/or tested In lKXX>l'dance With applicable ASTM standllrels. For current <X>de evaluation reportS, Weyemaeuser product Uteniture and Installation details refer to
www.weyemaeuser.com,'woodprodudS/document-llbrary.
The product appllcatlon, Input design loads, dlmen51ons and support informaijon have been provided by ForteWE8 Software Operator
For1iaWEI SoftwaNI (JperalDr
Paul~
PCSD Engineering
(760) 207-1885
paul.pcsd@gmall.a>m
lob..-
A
~crh•cuser
1/27/2022 10:00:23 PM UTC
ForteWEB v3,2, Engine: VS.2.0.17, Data: VS.1.0.16
File Name: Sullivan Logan
PaoP. 1 / 1
? n,J"{;,trlJ'Rnl.ron ef..,., ,t}~c,
£,,JV'eer1,,J
3529 Coastview Ct -Carlsbad, CA 92010
Telephone (760) 207-1885-Email: paul.pcsd@gmail.com
5.0 Lateral Design & Analysis
JOB 21-520
SHEET NO 1 OF -----CALCULATED BY PSC DATE 10/10/21
CHECK BY _____ DATE __ _
SCALE
Wind: P = A Kzt I ps30 (ASCE 7-16 • Equation 28 5-1) Seismic: V = Cs W DL (ASCE 7-16 -Eq. 12.8-2)
>.= 1.00
Kzt = 1.0
PS30 = 26.6 psf
S = s
F = a
R =
1.035
1.2
6.50
S1 = 0.377
f v= 0.0
I = 1.00
I = 1.0
(fig 285-1)
(fig 2b.8)
(fi~. 2M.5)
(table I 5-2) V = 0.091 •Wt* p (p -Redundancy)
P = 16.0 psf Criteria
Each Story Resists > 35% Base Shear:
Wind Loads Any Shear Wall w/ (h/I)>1.0 is < 33% Story Force:
P = 16.0 psfx Trib Area
Roof Level
Direction: N I S = 16.0 psf X ------401 sq. ft. = 6400 lbs.
358 sq. ft. = 5714 lbs. Direction: E /W = 16.0 psf X ------
Roof Weight
Roof Wt. =
Exterior Wall Wt =
Interior Wall Wt =
Ceiling Wt =
12.0 psf x 1198 sq. ft. = 14376 lbs.
15.0 psf x 459 sq. ft.= 6885 lbs.
8.0 psf x 393 sq. ft.= 3144 lbs.
4.0· psf x 999 sq. ft. = 3996 lbs. ------Total Trib. WR = 28401 lbs.
Total Seismic Dead Load: Wt = 28401 lbs.
ASD Base Shear: V = 0.091 * Wt = 2584 lbs.
p =
1st Story 2nd Story
not satisfied not satisfied
#REF! satisfied
1 I
?,u/f;,trl.mm.,on ~n, .z,;!f'O
PnfaeennJ
3529 Coastview Ct-Carlsbad, CA 92010
JOB 21-520
SHEET NO \ l> OF ----CALCULATED BY PSC DATE 10/10/21
CHECK BY _____ DATE __ _
SCALE
Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com
5.1 Lateral Design & Analysis -1st Story Shear Walls
N I S E /W
Gridline Length of Shearwalls Total Wall Ht. Type Gridline Length of Shearwalls Total Wall Ht. Type
1 14 14.0 8 s A 7 7 8 s
2 3 3 5.7 8 s D 10 10 8 B
0.0 0
0.0 0. 0
0.0 0
0.0 FA E 0 #0 /0!
0.0 F SE 0 # V/01
0.0 F 't!_E 0 #D /01
0.0 :~ 0 # /01
0.0 0 #D /0!
$1',nJf;,trut,m.,on ';In, .fX-!l'o JOB 21-520
SHEET NO u OF
:&faeennJ CALCULATED BY PSC DATE 10/10/21
CHECK BY DATE
3529 Coastview Ct -Carlsbad, CA 92010 SCALE
Telephone (760) 207-1885 -Email: paul.pcsd gmail.com
5.1 Lateral Design & Analysis (cont)
Gridline CD 15 % ( 6400 X 0.15 960 #)
960 lbs. & V = 14 ft. 69 plf
OTF = 549 lbs. ~o 141>
Q1:u. 1..£.U•.L\-Unl .. ~'f'l: 6 Oti~ ~ kDf <'o
Gridline Q 14 % ( 6400 X 0.14 896 #)
896 lbs & V = 5.67 ft. 158 plf, lt.11\ :a-\,, IF
\,-i
OTF 1264 lbs. l-IDU2
,? ,u/f;,f'n'.de.,,,,r,:,, ~,.,, .ZX~o
£:n.P'eermJ
3529 Coastview Ct -Carlsbad, CA 92010
Telephone (760) 207-1885-Email: paul.pcsd gmail.com
5.1 Lateral Design & Analysis (cont.)
Gridline (3) 18 % ( 5714 X 0.18 1028 #)
1028 lbs.
V = 7 ft. 147 plf
OTF 1175 lbs.
__ G_r_id_li_ne_ ... G).,.o ...... ____ 5_o __ ¾_o ___ (_5_7_14_x 0.50 = 2857 # )
2857 lbs.
V = 10 ft. ~ plf : t,~ iV
.. t
OTF 2285 lbs. 't.wi,.ao
JOB 21-520
\ 'l, OF
PSC DATE 10/10/21
DATE
SHEET NO
CALCULATED BY
CHECK BY
SCALE -------
HDU2
HDU2
$' ,u./"{;,tn',den.,-on ;1n, ,i}"!fo
hJUIINN'VIJ
3529 Coastview Ct -Carlsbad, CA 92010
Telephone (760) 207-1885 -Email: paul.pcsd@gmail.com
6.0 FOUNDATION DESIGN
6.1 CONTINUOUS FOOTING
JOB
SHEET NO
CALCULATED BY
CHECK BY
SCALE
21-520
\) OF___.,(}£-__
PSC DATE 10I 10I2 l
DATE
w = 1125 plf ASBP = 1500 psf
width = 1125 plf = 0.75 ft (MIN.) => 9 INCHES (MIN.)
1500 psf
USE 12 "WIDE CONTIN. FTG WI
2 -# 4 TOP AND BOTTOM & EMBED.
12 "INTO UNDISTURBED SOIL (MIN.)
6.2 MAX POINT LOAD ON FOOTING
Pa11 = 1500 * _g_ * ~
12 12
P a11 = 4500 lbs
I • • I
6.3 PAD DESIGN
PAD SIZE LOAD
Pl 18 "SQUAREx 12 "THK p = max 1500 •
W/ 2 -# 4 EACHWAY Pmax = 3375 lbs
P2 24 "SQUAREx 12 "THK Pmax = 1500 *
WI 3 -# 4 EACH WAY Pmax = 6000 lbs
2 2
2 2
STORM WATER POLLUTION PREVENTION NOTES
1. ALL NECESSARY EQUIPMENT AND MATERIALS SHALL BE
AVAILABLE ON SITE TO FACILITATE RAPID INSTALLATION
OF EROSION AND SEDIMENT CONTROL BMPs WHEN RAIN
IS EMINENT.
2. THE OWNER/CONTRACTOR SHALL RESTORE ALL EROSION
CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION
OF THE CITY INSPECTOR AFTER EACH RUN-OFF PRODUCING
RAINFALL.
3. THE OWNER/CONTRACTOR SHALL INSTALL ADDITIONAL EROSION
CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY
INSPECTOR DUE TO INCOMPLETE GRADING OPERATIONS OR
UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE.
4. ALL REMOVABLE PROTECTIVE DEVICES SHALL BE IN PLACE
AT THE END OF EACH WORKING DAY WHEN THE FIVE (5)
DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PECENT
( 40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER
EACH RAINFALL.
5. ALL GRAVEL BAGS SHALL CONTAIN 3/4 INCH MINIMUM
AGGREGATE.
6. ADEQUATE EROSION AND SEDIMENT CONTROL AND PERIMETER
PROTECTION BEST MANAGEMENT PRACTICE MEASURES MUST
BE INSTALLED AND MAINTAINED.
7. THE CITY INSPECTOR SHALL HAVE THE AUTHORITY TO ALTER
THIS PLAN DURING OR BEFORE CONSTRUCTION AS NEEDED
TO ENSURE COMPLIANCE WITH CITY STORM WATER QUALITY
REGULATIONS.
-OWNER'S CERTIFICATE:
I UNDERSTAND AND ACKNOWLEDGE THAT I MUST: (1) IMPLEMENT
BEST MANAGEMENT PRACTICES (BMPS) DURING CONSTRUCTION
ACTI\HIES 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.
LOGAN ANDERSON
2/7/2022
DATE
E-29
STORM WATER COMPLIANCE FORM
TIER 1 CONSTRUCTION SWPPP
E-29
BEST MANAGEMENT PRACTICES (BMP) SELECTION TABLE
CB
SW -
Erosion Control
BMPs Sediment Control BMPs Tracking
I Non-Storm Water I Waste Management and Materials
Control BMPs Management BMPs Pollution Control BMPs
Best Management Practice'
(BMP) Description ➔
CASQA Designation ➔
Construction Activity
Grading/Soil Disturbance
T renchinq/Excava\ion
S\ockpilinq
Drillinq/Barina
Concrete/ Asphalt Sawcu\\ina
Concrete Fla\work
Pavinq
Conduit/Pipe Installation
S\uccoLMor\ar Work
Waste Disposal
Staqinq/Lay Down Area
Equipment Maintenance and Fuelina
Hazardous Substance Use/Storaqe
Dewaterinq
Site Access Across Dirt
Other (list):
Instructions:
"' 0 ::,;
"' Ii C
.c u
=> -::,; " Q) -"D
0 0
Q) 0
0 3
r--.. I 00 I I u u w w
"D "' C Q)
Oo
"' " "' C Q) (/) 0 ~ ID L
0 "' 0
0 Q) :5 .~ L 0 Q_
0 ~ 0
WO vi
"' I 11 u u w w
"D
C 0
E "' L C o._ (1) ·-0 m o_ L Q)
1-E U) cri ID en
~ I :§ -~ E
5 C 'QC
L Q O:.;::;
m Q.)-+-'o=O~C U C O O DJ (J) ·-01 C ID 0::: E 0 " E ..x. -......, ::i ...o 1..J....,_(.)L~~::S-0 ~~~~e.;:;8§
(J) (I) U LJ.... 0 (I) > (f)
"'l""l"'I'° I I I I I ! w w w w w (J) (/) (J) (/) (/)
r--.. I co I I w w (/) (/)
E :rl ~-0 0
-L (/) (]._
0
I w (/)
C C
0 0 :;o :;o u u C => => 0 L L :;o --0 "' "' "' > C u, C
0"' 0 L '" UL u "' "' C "OW "D >, 0 "'
Q) ------
u Q) N u, ~ 0 u = rn = 3= ,._:;:::; :0 Q) ·-"O Q) u 0 L .0 0 -o -"' .8 0 0 L
(I) E (/) oc: 3 (]._
N
I I I oc: oc: (/)
f--f--z
1. Check the box to \he left of all applicable construction activity (first column) expected to occur during construction.
~ ~
C -0 -:g C C
"' Q) "D Q) "O
C °' E C E C '6 E .Q-0 0 Q)
C '-=> >, "' ·c: cr-L 0 C Q) "' ~ w C 0 '" .2: :;o -"' 0 -
"O "' 0 "D " "' 2 C Q) C
3: C 0 :::, Q) -Q) C C 0 Q) > l3 E 0 0 °' Q)
Cf):;:; Q) Q) C :-§ ~ 0 ·c. L-3: "'
C 0 :0 u·c L 0 ·c: -"' 0... _g °' •-L 0 Q) L Q) u "D 0 i; :g_ ·-0 -o -~ C ·-C 0 .c Q) 0
Q) -o_ 0 t, Q_ 0 oO
(]._ 0 (]._ >U ::,; (,1 ::,; (/) u (/) ::,e
n r--.. co N n ... U")
I I I I I I I I
(/) (/) (/) ::,; "' "' "' ::,; z z z 3 3 3 3 3
X
X X
X
2. Located along \he top of the BMP Table is a list of BMP's with it's corresponding California S\ormwa\er Quality Association (CASQA) designation number. Choose one
or more BMPs you intend to use during construction from the list. Check \he box where the chosen activity row intersects with \he BMP column.
3. Refer to the CASQA construction handbook for information and details of the chosen BMPs and how to apply \hem to \he project.
SHOW THE LOCA T/ONS OF ALL CHOSEN BMPs ABOVE
ON THE PROJECTS SITE PLAN/EROSION CONTROL PLAN.
SEE THE REVERSE SIDE OF THIS SHEET FOR A SAMPLE
EROSION CONTROL PLAN.
PROJECT INFORMATION
Site Address: 1420 YOURELL AVE
, 156-051-03-00 Assessors Parcel Number:
Emergency Contact:
Name: JAMIE AND COURTNEY SULLIVAN
24 Hour Phone: 303-882-7731
Construction Threat to Storm Water Quality
(Check Box)
0 MEDIUM [Kl LOW
'" -"' 0 ,,, _
C
"' Q)
" E 0 Q)
1:' °' O 0
NC 0 0 :r: ::,;
'° I ::,s
3
"' -"' o-3c '" "" E -"' i" °' U 0
C C
0 0 u::,;
00
I ::,;
3
X
Page 1 of 1 REV 02/16
(_ City of
Carlsbad
DETERMINATION OF PROJECT'S
SWPPP TIER LEVEL AND
CONSTRUCTION THREAT LEVEL
E-32
Development Services
Land Development Engineering
1635 Faraday Avenue
760-602-2750
www.carlsbadca.gov
I'm applying for: □ Grading Permit
Project Name: SULLIVAN HOUSE
Address· 1106 SECOND ST, #561
li2I Building Permit □ Right-of-way permit □ Other
Project ID: _____ DWG #/CB# ____ _
APN Disturbed Area· 0 Ac
Section 1: Determination of Project's SWPPP Tier Level SWPPP
Tier (Check applicable criteria and check the corresponding SWPPP Tier Level, then go to section 2) Level
Exem12t No Threat Project Assessment Criteria
My project is in a category of permit types exempt from City Construction SWPPP requirements. Provided no
significant grading proposed, pursuant to Table1, section 3.2.2 of Storm Water Standards, the following permits
are exempt from SW PPP requirements: □ Exempt
□ Electrical □ Patio □ Mobile Home □ Plumbing □ Spa (Factory-Made)
D Fire Sprinkler □ Mechanical □ Re-Roofing □ Sign □ Roof-Mounted Solar Array
Tier 3 Significant Threat Assessment Criteria (See Construction General Permit (CGP) Section 1.B)*
□ My project includes construction or demolition activity that results in a land disturbance of equal to or greater
than one acre including but not limited to clearing, grading, grubbing or excavation; or,
□ My project includes construction activity that results in land disturbance of less than one acre but the
construction activity is part of a larger common plan of development or the sale of one or more acres of
disturbed land surface; or,
□ My Project is associated with construction activity related to residential, commercial, or industrial □ Tier 3
development on lands currently used for agriculture; or
□ My project is associated with construction activity associated with Linear Underground/Overhead Projects
(LUP) including but not limited to those activities necessary for installation of underground and overhead
linear facilities (e.g. conduits, substructures, pipelines, towers, poles, cables, wire, towers, poles, cables,
wires, connectors, switching, regulating and transforming equipment and associated ancillary facilities) and
include but not limited to underground utility mark out, potholing, concrete and asphalt cutting and removal,
trenching, excavation, boring and drilling, access road, tower footings/foundation, pavement repair or
replacement, stockpile/borrow locations.
0 Other per CGP
Tier 2 Moderate Threat Assessment Criteria: My project does not meet any of the Significant Threat
Assessment Criteria described above and meets one or more of the following criteria:
□ Project requires a grading plan pursuant to the Carlsbad Grading Ordinance (Chapter 15.16 of the Carlsbad
Municipal Code); or,
□ Project will result in 2,500 sq. ft. or more of soils disturbance including any associated construction staging,
stockpiling, pavement removal, equipment storage, refueling and maintenance areas and project meets one
or more of the additional following criteria: D Tier 2
• located within 200 ft. of an environmentally sensitive area or the Pacific Ocean; and/or,
• disturbed area is located on a slope with a grade at or exceeding 5 horizontal to 1 vertical; and/or
• disturbed area is located along or within 30 ft. of a storm drain inlet, an open drainage channel or
watercourse; and/or
• construction will be initiated during the rainy season or will extend into the rainy season
(Oct. 1 -Aor. 30\
Tier 1 -Low Threat Assessment Criteria
li2I My project does not meet any of the Significant or Moderate Threat criteria above, is not an exempt permit
type per above and the project meets one or more of the following criteria: li2I Tier 1 • results in some soil disturbance; and/or
• includes outdoor construction activities (such as roof framing, saw cutting, equipment washing, material
stockoilina, vehicle fuelina, waste stockoilinn\
* Items listed are excerpt from CGP. CGP governs cntena for triggers for Tier 3 SWPPP. Developer/owner shall confirm coverage under the current CGP
and any amendments, revisions and reissuance thereof.
E-32 Paoe 1 of2 REV. 02/16
SWPPP Section 2: Determination of Project's Construction Threat Level Construction
Tier (Check applicable criteria under the Tier Level as determined in section 1, check the Threat
Level corresponding Construction Threat Level, then complete the emergency contact and Level sianature block below\
Exempt -Not Applicable -Exempt
Tier 3 -High Construction Threat Assessment Criteria: My Project meets one or more of the
following:
□ Project site is 50 acres or more and grading will occur during the rainy season
□ Project site is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA □ High □ Soil at site is moderately to highly erosive (defined as having a predominance of soils with
Tier 3 USDA-NRCS Erosion factors k,greater than or equal to 0.4)
□ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season
(Oct. 1 -April 30)
□ Owner/contractor received a Storm Water Notice of Violation within past two years
Tier 3 -Medium Construction Threat Assessment Criteria □ Medium □ All projects not meeting Tier 3 High Construction Threat Assessment Criteria
Tier2 High Construction Threat Assessment Criteria: My Project meets one or more of the
following:
□ Project is located within the Buena Vista or Agua Hedionda Lagoon watershed, inside or
within 200 feet of an environmentally sensitive area (ESA) or discharges directly to an ESA
□ Soil at site is moderately to highly erosive (defined as having a predominance of soils with □ High USDA-NRCS Erosion factors k, greater than or equal to 0.4)
Tier2 □ Site slope is 5 to 1 or steeper
□ Construction is initiated during the rainy season or will extend into the rainy season
(Oct. 1 -Apr. 30)
□ Owner/contractor received a Storm Water Notice of Violation within past two years
□ Site results in 10,000 sq. ft. or more of soil disturbance
Tier2 Medium Construction Threat Assessment Criteria
□ My project does not meet Tier 2 High Threat Assessment Criteria listed above □ Medium
Tier 1 Medium Construction Threat Assessment Criteria: My Project meets one or more of the
following:
□ Owner/contractor received a Storm Water Notice of Violation within past two years □ Medium □ Site results in 500 sq. ft. or more of soil disturbance Tier 1 □ Construction will be initiated during the rainy season or will extend into the rainy season
(Oct.1 -April 30)
Tier 1 Low Construction Threat Assessment Criteria iZILow iZJ My project does not meet Tier 1 Medium Threat Assessment Criteria listed above
I certify to the best of my knowledge that the above statements are true and cmect. I will prepare and submit an appropnate tier level SWPPP as detenmined above
prepared in accordance with the City SWPPP Manual. I understand and acknowledge that I must adhere to and comply with the storm water best management
practices pursuant to Title 15 of the Carlsbad Municipal Code and to City Standards at all times during construction activities for the permit type(s) checked above. The
City Engineer/Building Official may authorize minor variances from the Construction Threat Assessment Criteria in special circumstances where it can be shown that a
lesser or higher SWPPP Tier Level is warranted.
Emergency Contact Name:
JAMIE AND COURTNEY SULLIVAN
Owner/Owner's Authorized Agent Name:
LOGAN
E-32 Page 2 of 2
Telephone No:
303-882-7731
Title:
ARCHITECT
Date:
FOR CITY USE ONLY
Yes
City Concurrence:
By:
Date:
REV. 02/16
No
{ City of
Carlsbad
PURPOSE
CLIMATE ACTION PLAN
CONSISTENCY CHECKLIST
B-50
Development Services
Building Division
1635 Faraday Avenue
(760) 602-2719
www.carlsbadca.gov
This checklist is intended to help building permit applicants identify which Climate Action Plan (CAP) ordinance requirements
apply to their project. This completed checklist (B-50) and summary (B-55) must be included with the building permit
application. The Carlsbad Municipal Code (CMC) can be referenced during completion of this document by clicking on
the provided links to each municipal code section.
NOTE: The following type of permits are not required to fill out this form
❖ Patio I ❖ Decks I ❖ PME (w/o panel upgrade) I ❖ Pool
Consultation with a certified Energy Consultant is encouraged to assist in filling out this document. Appropriate
certification includes, but is not limited to: Licensed, practicing Architect, Engineer, or Contractor familiar with Energy
compliance, IECC/HERS Compliance Specialist, ICC G8 Energy Code Specialist, RESNET HERS rater certified, certified
ICC Residential Energy Inspector/Plans Examiner, ICC Commercial Energy Inspector and/or Plans Examiner, ICC CALgreen
Inspector/Plans Examiner, or Green Building Residential Plan Examiner.
If an item in the checklist is deemed to be not applicable to a project, or is less than the minimum required by ordinance,
check N/A and provide an explanation or code section describing the exception.
Details on CAP ordinance requirements are available at each section by clicking on the municipal code link provided. The
project plans must show all details as stated in the applicable Carlsbad Municipal Code (CMC) and/or Energy Code and
Green Code sections.
Project Name/Building
Permit No.: SULLIVAN HOUSE
Property AddresS/APN: 1420 YOU RELL AVE/ 156-051-03-00
Applicant Name/Co.: LOGAN ANDERSON
Applicant Address: 1106 SECOND ST, #561, ENCINITAS, CA 92024
Contact Phone: (760) 473-0305 Contact Email: MARCELA@MARCELALOGAN.COM
Contact information of person completing this checklist (if different than above):
Name:
Company
name/address:
Applicant Signature:
B-50
Contact Phone: (760) 473-0305
Contact Email:
~ Date: 02/07/2022
Page 1 of 7 Revised 04/21
Use the table below to determine which sections of the Ordinance checklist are applicable to your project. For
alterations and additions to existing buildings, attach a Permit Valuation breakdown on a separate sheet.
Building Permit Valuation (BPV) $ breakdown _4_7_,2_0_0 ____ _
0 Residential
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
□ New construction 2A', 3A', 1B, 2B, 'Includes detached, newly constructed ADU 4A*, 3B,4A
CD Additions and alterations:
oc) BPV < $60,000 N/A N/A All residential additions and alterations
□ BPV" $60,000 1A,4A 4A 1-2 family dwellings and townhouses with attached garages
□ Electrical service panel upgrade only only.
'Multi-family dwellings only where interior finishes are removed
□ BPV" $200,000 1A, 4A' 1 B, 4A' and significant site work and upgrades to structural and
mechanical, electrical, and/or plumbing systems are proposed
D Nonresidential
D New construction 1 B, 2B, 3B, 4B and 5
□ Alterations:
□ BPV" $200,000 or additions" 1,000 18,5 square feet
□ BPV" $1,000,000 18, 28, 5 Building alterations of" 75% existing gross floor area
□ " 2,000 sq. ft. new roof addition 28, 5 1 B also applies if BPV" $200,000
1. Energy Efficiency
Please refer to Carlsbad Municipal Code (CMC) 18.21.155 and 18.30.190,and the Calffomia Green Building Standards Code (CALGreen) for more
infonmation. Appropriate details and notes must be placed on the plans according to selections chosen in the design.
A D Residentlaladditlonoralteration~$60,000bulldlngpermitvaluation. □ N/A __________ _
Detailsofselectionchosenbelowmustbe placedontheplansreferencingCMC □ Exception: Home energy score" 7
18.30.190. (attach certification)
Year Built Single-family Requirements Multi-family Requirements
□ Before 1978 Select one option:
□ Ductsealing □ Attic insulation □Cool roof □ Attic insulation
□ 1978 andlater Select one option:
□ Lighting package □ Water heating Package
□ Between 1978and 1991 Select one option:
□ Ductsealing □ Attic insulation □Cool roof
□ 1992 and later Select one option:
□ Lighting package □ Water heating package
Updated 41\ 612021 3
B. 0 Nonresidential' new construction or alterations ? $200,000 building permit valuation,
or additions? 1,000 square feet. See CMC 18.21. 155and CALGreen Appendix AS □ N/A ________ _
AS.203.1.1 Choose one:□. 1 Outdoorlighting □ .2 Restaurant seivice water heating (CEC 140.5)
□ .3Warehousedocksealdoors. □ .4 Daylight design PAFs □ .5 Exhaustairheatrecovery □ N/A
AS.203.1.2.1 Choose one:□ .95 Energy budget (Projects with indoor lighting OR mechanical)
□ .90 Energy budget (ProjectswithindoorlightingANDmechanical) □ N/A
AS.211.1" □ On-site renewable energy:
□ N/A
AS.211.3" □ Green power: (If offered by local utility provider, 50% minimum renewable sources)
□ N/A
AS.212.1 □ Elevators and escalators: (Project with more than one elevator or two escalators)
□ N/A
AS.213.1 □Steelframing: (Provide details on plans for options 1-4 chosen)
□ N/A
• Includes hotels/motels and high-rise residential buildings
"For alterations" $1,000,000 BPVandaffecting> 75% existinggrossfloorarea, OR alterationsthaladd 2,000squarefeetof new roof addition: comply
with CMC 18.30.130 (section 2B below) instead.
2. Photovoltaic Systems
A. D Residential new construction (for low-rise residential building permit applications submitted after 1/1/20). Refer to 2019 California
Energy Code section 150.1(c)14 for requirements. If project includes installation of an electric heat pump water heater pursuant to
CAP section 3B below (low-rise residential Water Heating), increase system size by .3kWdc if PV offset option is selected.
Floor Plan ID (use additional CFA #d.u. Calculated kWdc'
sheets if necessary)
Total System Size:
kWdc = (CFAx.572) / 1,000 + (1. 15 x #d.u.)
'Formula calculation where CF A = conditional floor area, #du = number of dwellings per plan type
If proposed system size is less than calculated size, please explain.
kWdc
Exception
□
□
□
□
B. 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 18.30.130 when completing this section. 'Note: This section also applies to
high-rise residential and hotel/motel buildings.
Choose one of the following methods:
D Gross Floor Area (GFA)Method
GFA:
□ If< 10,000s.f. Enter: 5 kWdc
Min.System Size:
□ If;, 10,000s.f. calculate: 15 kWdcx (GFN10,000)"
kWdc
"Round building size factor to nearest tenth, and round system size to nearest whole number.
Updated 4/16/2021 4
D Time-Dependent Valuation Method
AnnualTDVEnergyuse:•••-----~x .80= Min. system size: ______ kWdc
••• Attach calculation documentation using modeling software approved by the California Energy Commission.
3. Water Heating
A. D Residential and hotel/motel new construction. Refer to CMC 18.30. 170 when completing this section.
Provide complete details on the plans.
D For systems serving individual dwelling units choose one system:
D Heat pump water heater AND Compact hot water distribution AND Drain water heat recovery (low-rise
residential only)
D Heat pump water heater AND PV system .3 kWdc larger than required in CMC 18.30.130 (high rise
residential hotel/motel) or CA Energy Code section 150.1 (c) 14 (low-rise residential)
D Heat pump water heater meeting NEEA Advanced Water Heating Specification Tier 3 or higher
D Solar water heating system that is either .60 solar savings fraction or 40 s.f. solar collectors
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. Refer to CMC 18.30.150 when completing this section. Provide
complete details on the plans.
D Water heating system derives at least 40% of its energy from one of the following (attach documentation):
D Solar-thermal D Photovoltaics D Recovered energy
D Water heating system is (choose one):
D Heat pump water heater
D Electric resistance water heater(s)
□Solar water heating system with .40 solar savings fraction
D Exception:
II may be necessary to supplement the completed checklist with supporting materials, calculations or certifications, to
demonstrate full compliance with CAP ordinance requirements. For example, projects that propose or require a
performance approach to comply with energy-related measures will need to attach to this checklist separate calculations
and documentation as specified by the ordinances.
Updated 4/16/21 5
4. Electric Vehicle Charging
A. 0 Residential New construction and major alterations*
Please refer to CMC 18.21.140 when completing this section.
□ One and two-family residential dwelling or townhouse with attached garage:
□ One EVSE Ready parking space required □ Exception :
□ Multi familyresidential· □ Exception · -
Total Parking Spaces EVSE Spaces
Proposed EVSE (10% of total) Installed (50% of EVSE) Other "Ready'" Other "Capable"
Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
'Major alterations are: ( 1 )for one and two-family dwellings and townhouses with attached garages, alterations have a building permit
valuation ~$60,000 or include an electrical service panel upgrade; (2) for multifamily dwellings (three units or more without attached
garages), alterations have a building permit valuation~ $200,000, interior finishes are removed and significant site work and upgrades to
structural and mechanical, electrical, and/or plumbing systems are proposed.
'ADU exceptions for EV Ready space (no EV ready space required when):
(1) The accessory dwelling unit is located within one-half mile of public transit.
(2) The accessory dwelling unit is located within an architecturally and historically significant historic district.
(3) The accessory dwelling unit is part of the proposed or existing primary residence or an accessory structure.
(4) When on-street parking permits are required but not offered to the occupant of the accessory dwelling unit.
(5) When there is a car share vehicle located within one block of the accessory dwelling unit.
B. D Nonresidential new construction (includes hotels/motels) □ Exception : _____________ _
Please refer to CMC 18.21.150 when completing this section
Total Parking Spaces
Proposed EVSE (10% of total) I Installed (50% of EVSE) Other "Ready" Other "Capable"
I
Calculation· Refer to the table below·
Total Number of Parking Spaces provided Number of required EV Spaces Number of required EVSE Installed Spaces
□ 0-9 1 1
□ 10-25 2 1
□ 26-50 4 2
□ 51-75 6 3
□ 76-100 9 5
□ 101-150 12 6
□ 151-200 17 9
□ 201 and over 10 percent of total 50 percent of Required EV Spaces
Calculations: Total EVSE spaces= .1 Ox Total parking spaces proposed (rounded up to nearest whole number) EVSE Installed = Total EVSE
Spaces x .50 (rounded up to nearest whole number) EVSE other may be "Ready" or "Capable"
Updated 4/16/2021 6
5. □Transportation Demand Management (TDM): 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 detenminewhetherornoryourpenmit requires a TOM plan. If TOM is applicable to your
permit, staff will contactthe applicantto develop a site-specific TOM plan based on the permit details.
Acknowledgment:
Employee ADT Estimation for Various Commercial Uses
Use
EmpADTfor
first 1,000 s.f.
EmpADTI
1000 s.f.1
Office (all)2 20
Restaurant 11
Retails 8
Industrial 4
Manufacturing 4
Warehousing 4
1 Unless otherwise noted, rates estimated from /TE Trip
Generation Manual, 10'hEdition
13
11
4.5
3.5
3
1
2 For all office uses, use SAN DAG rate of 20 ADTl1,000 sf to
calculate employee ADT
, Retail uses include shopping center, variety store, supermarket,
gyms, pharmacy, etc.
Other commercial uses may be subject to special
consideration
Samole 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 Employee ADT
I acknowledge that the plans submitted may be subject to the City of Carlsbad's Transportation Demand Management Ordinance. I agree to be oontacted should
my permit require a TDM plan and understand that an approved TOM plan is a condition of permit issuance.
ApplicantSignature.: __________________ _ Date:. ______ _
Person other than Applicant to be contacted for TOM compliance (if applicable):
Name(Printed) .. · __________________ _ PhoneNumber.: _____ _
Email Address: 1106 SECOND ST, #561
Updated 4/16/2021 7
Building Permit Finaled
Revision Permit
Print Date: 04/13/2023
Job Address: 1420 VOURELL AVE, CARLSBAD, CA 92008-1051
( City of
Carlsbad
Permit No: PREV2022-0129
Status: Closed -Finaled
Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revision
Parcel#: 1560510300
Valuation: $51,884.16
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
Track#:
Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#: CBR2022-0492
Plan Check#:
Description: SULLIVAN: ADDITIONAL FOOTINGS
Applicant:
LOGAN ANDERSON
1106 2ND ST, # 561
ENCINITAS, CA 92024-5096
(619) 807-0640
FEE
BUILDING PLAN CHECK FEE (manual)
Total Fees: $120.00
Building Division
Property Owner:
CO-OWNERS JAMES AND COURTNEY SULLIVAI
1420 YOURELL AVE
CARLSBAD, CA 92008
(303) 882-7731
Total Payments To Date: $120.00
Applied: 10/20/2022
Issued: 11/03/2022
Finaled Close Out: 04/13/2023
Final Inspection:
INSPECTOR:
Contractor:
BEACHSIDE BUILDERS LLC
PO BOX 2263
CARLSBAD, CA 92018-2263
(760) 473-2002
Balance Due:
AMOUNT
$120.00
$0.00
Page1of1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
{ Cicyof
Carlsbad
PLAN CHECK REVISION OR
DEFERRED SUBMITTAL
APPLICATION
B-15
Development Services
Building Division
1635 Faraday Avenue
442-339-2719
www.carlsbadca.gov
Original Plan Check Number CB K.2022 -r1 'fC12 Plan Revision Number p,2£)/:?o:Z,2--0 J d-°(
Project Address /)Jj~ l/()ur.-:.,/J Ave C,ulshad, C /-f 9,.lc;o <7
J
General Scope of Revision/Deferred Submittal: ad.d//lona-1 GahCfs ad&/
CONTACT INFORMATION:
Address Po Eoy '22(,, 3
Phone 7M-277-:T4'-ly Fax~---------
City CcvJ.rho,.d Zip 9.::zoJ f?
Email Address b-eacb y,J-e b, u L#cs ca 9°1a.; i C'o rn
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 . Elements revised: !cf.-Plans D Calculations D Soils D Energy D Other
2.
Describe revisions in detail
.z od~l,✓,n~/ fb,:7~1~Q" / ',I,,-,., -•-l/s a,d,,/-eA
rl,.,, J/) ,-,/,.-/,, ;.._ J~,.-,nn,:...~.,/ P//,,_./ -. ✓
4. Does this revision. in any way, alter the exterior of the project? D Yes
5. Does this revision add ANY new floor area(s)? D Yes ~ No
6. Does this revision affect any fire related issues? D Yes ~ No
7. Is this a com~ Yes §" No
.§'.S"Signature ~ J'~ Date
3.
List page(s) where each
revision is shown
-SJ
1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov