HomeMy WebLinkAbout1735 KIRK PL; ; CBR2022-0616; PermitBuilding Permit Finaled
Residential Permit
Print Date: 02/23/2023
Job Address:
Permit Type:
Parcel#:
Valuation:
Occupancy Group:
#of Dwelling Units:
Bedrooms:
Bathrooms:
Occupant Load:
Code Edition:
Sprinkled:
Project Title:
1735 KIRK PL, CARLSBAD, CA 92008-3621
BLDG-Residential Work Class:
2072604400 Track#:
$10,000.00 Lot#:
Project#:
Plan#:
Construction Type:
Orig. Plan Check#:
Plan Check#:
Description: KUHN: NEW WIDER SLIDING DOOR
Applicant: Property Owner:
Alteration
SONNY CONTRERAS
8572 SPECTRUM LN
CO-OWNERS PAUL AND LAURA KUHN
1735 KIRK PL
SAN DIEGO, CA 92121-2652
(619) 212-0262
FEE
BUILDING PLAN CHECK FEE (manual)
CARLSBAD, CA 92008-3621
SB1473-GREEN BUILDING STATE STANDARDS FEE
STRONG MOTION -RESIDENTIAL (SMIP)
WINDOWS/DOOR-RESIDENTIAL
Total Fees: $514.52 Total Payments To Date: $514.52
{city of
Carlsbad
Permit No:
Status:
CBR2022-0616
Closed -Finaled
Applied: 02/25/2022
Issued: 03/23/2022
Finaled Close Out: 02/23/2023
Final Inspection: 02/21/2023
INSPECTOR: Renfro, Chris
Contractor:
RBACA ENTERPRISES I NC
8572 SPECTRUM LN
SAN DIEGO, CA 92121-2652
(503) 972-2850
Balance Due:
AMOUNT
$203.22
$1.00
$1.30
$309.00
$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
statute of limitation has previously otherwise expired.
Building Division Page 1 of 1
1635 Faraday Avenue, Carlsbad CA 92008-7314 I 442-339-2719 I 760-602-8560 f I www.carlsbadca.gov
{_ City of
Carlsbad
RESIDENTIAL
BUILDING PERMIT
APPLICATION
B-1
Plan Check
Est. Value
PC Deposit
Date
C6f2t:n.:-& i fo
:]!;~;fz_
Job Address 1735 KIRK PL Unit: _____ APN:207-260-44-00
CT/Project #:, __________________ Lot #: ____ Year Built: _1_9_70 _______ _
BRIEF DESCRIPTION OF WORK:ENLARGEMENT OF OPENINGS TO ACCOMODATE NEW WIDER SLIDING DOORS/ WINDOWS.
NEW WINDOW/DOOR HEADER. MINOR STUCCO AND DRYWALL REPAIR.
D New SF : Living SF,_o ____ Deck SF,_o ___ Patio SF, 0 Garage SF _o __ _
Is this to create an Accessory Dwelling Unit? O Y O N New Fireplace? O YC:) N, if yes how many? ___ _
D Remodel: _____ .SF of affected area Is the area a conversion or change of use? O YO N
0 Pool/Spa: ____ .SF Additional Gas or Electrical Features? ____________ ~
□ Solar: ___ KW, ___ Modules, Mounted: 0Roof O Ground, Tilt: 0 YON, RMA: 0 Y O N,
Battery:OYO N, Panel Upgrade: 0Y ON
h EXISTING WINDOWS AND DOORS TO BE REPLACED WITH NEW SLIDING DOORS NEW WINDOW/ DOOR HEADERS
Ot er:
PRIMARY APPLICANT PROPERTY OWNER
Name:SONNY CONTRERAS Name:LAURA KUHN
Address:8572 Spectrum Ln Address: 1735 KIRK PL
City:SAN DIEGO State:CA Zip:_92_1_2_1 __ City:CARLSBAD State:_C_A __ ,Zip:92008
Phone:619-213-0262 Phone:(510) 932-6907
Email:SONNY.CONTRERAS@RBASD.COM Email: laurakuhnart@yahoo.com
DESIGN PROFESSIONAL CONTRACTOR OF RECORD ~ Ef)r' }1-{.t'-/'1 ..
Name:ARCE Business Name:RENEWAL BY ANDERSENCJF GREATER San Diego ----------------Address: 11336 PENANOVA ST Address:8572 Spectrum Ln
City:SAN DIEGO State:CA Zip:92129 City:SAN DIEGO State:CA Zip:_92_1_2_1 ____ _
Phone:858-215-1425 Phone: __________________ _
Email:BSCHIMMEL@ARCESERVICES.COM Email: -------------------Architect State License: 59217 CSLB License #:1050316 Class:_8 ______ _
Carlsbad Business License# (Required):BLOS004925-02-2019
APPLICANT CERTIFICATION: I certify that I have read the application and state that the abo
agree to comply with all City ordinances and State laws relating to building construction.
SONNY CONTRERAS
·nformation is correct and that the information of the plans is accurate. I
~~~
NAME (PRINT): ________ _
(l'( roJC)tJ~ t/N 02-22-22
SIGN: __ J;J;,t.µ.... ______ DATE: ______ _
1635 Faraday Ave Carlsbad, CA 92008 Ph: 760-602-2719 Fax: 760-602 Email: Building@carlsbadca.gov
REV 10121
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 hereby affirm under penalty of perjury that I am I icensed 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 alsoaf firm under penalty of perjury one of the
following declarations (CHOOSE ONE/:
Ot have and will maintain a certificate of consent to self-insure for workers' compensation provided by Section 3700 of the Labor Code, for the performance of the
work which this permit is issued. PolicyNo.
-OR-
0 I have and will maintain worker's compensation, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued.
My workers' compensation insurance carrier and policy number are: Insurance Company Name: ZURICH AMERICAN INS.CO
Policy No. WC2185917-02 Expiration Date: 01-01-2022
-OR-
0 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 T/ON: 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 o~ construction, unl~erwise noted. ·1 ~Fel\J
NAME (PRINT):
SONNY CONTRERAS t,,... i1'-ANO~. 02-22-22
SIGNATURE: DATE:
Note: If the person signing above is an authorized agent for the contractor , rovide a letter of authl1z tion on contractor letterhead.
-OR-'--
(OPTION B): OWNER-BUILDER DECLARATION:
I hereby affirm that I am exempt from Contractor's License Low for the following reason:
DI, 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:
AI\D,
D FORM B-61 "Owner Builder Acknowledgement and Verification Form" is required for any permit issued to a property owner.
By my signature below I acknowledge that, except for my personal residence in which I must have resided for at least one year prior to completion of the
improvements covered by this permit, I cannot legally sell a structure that I have built as an owner-builder if it has not been constructed in its entirety by licensed
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://www.leginfo.ca.gov/calaw.html.
OWNER CERTIFICATION: 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 nin above is an authorized a ent for the ro e owner include form B-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
Building Permit Inspection History Finaled
(city of
Carlsbad
PERMIT INSPECTION HISTORY for (CBR2022-0616)
Permit Type: BLDG-Residential Application Date: 02/25/2022 Owner: CO-OWNERS PAUL AND LAURA KUHN
Work Class: Alteration Issue Date: 03/23/2022 Subdivision: CARLSBAD MANOR #1
Status: Closed -Finaled Expiration Date: 08/14/2023 Address: 1735 KIRK PL
IVR Number: 38958 CARLSBAD, CA 92008-3621
Scheduled Actual Inspection Type Inspection No. Inspection Primary Inspector Reinspection Inspection
Date Start Date Status
01/19/2023 01/19/2023 BLDG-14 200966-2023 Passed Chris Renfro Complete
Frame/Steel/Bolting/We
lding (Decks)
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-34 Rough 200967-2023 Passed Chris Renfro Complete
Electrical
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
02/06/2023 02/03/2023 BLDG-13 Shear 202314-2023 Passed Chris Renfro Complete
Panels/HO {ok to wrap}
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
02/13/2023 02/13/2023 BLDG-16 Insulation 203189-2023 Passed Chris Renfro Complete
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
BLDG-17 Interior 203114-2023 Passed Chris Renfro Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
NOTES Created By TEXT Created Date
Angie Teanio 858-361-7497 Gus 02110/2023
BLOGe18 Exterior 203188-2023 Passed Chris Renfro Complete
Lath/Drywall
Checklist Item COMMENTS Passed
BLDG-Building Deficiency Yes
02/21/2023 02/21/2023 BLDG-Final Inspection 203752-2023 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
Thursday, February 23, 2023 Page 1 of 2
~N RECORD COPY,11,ISIL\N WHHHR
L '\.<,IN l LR IN (,
FIELD REPORT
Project Name Kuhn Residence CWE#
Projc.•ct Addres.,; 1 "".1~ h:irk Place Carlsbad C \ Permit#
Contractor Renewal h, \ndersnn Architect
Subn,ntractur C k-k ' -' 1 f-'.'llt2~ text Engineer
□ Reinf(Jrced C(,ncrcte □ Prc .. Strcsscd Concrete □ Rcinf()fCCd .\(asunrY c81
□ I ligh Srrcnµ;rh lfolrs □ i\()11-Dcstructin· Tc:sting □ \kchanical .\uchor-, □
□ Fi Hitinµ; Ohsl"T\ :ltlun [] ,,\~phal1 Oh,/Tcsnng □ S.,il Ohs/Tcstmu; □
Material/Eq11ipnu.·nt:
Arrived on site, as requested, to provide the following sen.rices:
2231)032
CRR 2()22061 (1
Click f:_:-c t, .. ,:'
Bob Schimmel
Frox\· .-\nchor., □
f,jn•pfiHJfi11g □
R,Hif111g □
City of Carlsbad
J1\N ~ 3 2023
BUILDING DIVISION
D,uc: 1 /12/11 I Page I of 1
Project File# 1.· Le 11 1--~, , .. to
nt,~rtcxt
Sh()r \\cldinsc □ Field Weldini!
\X'oocl/~lctal Shear □ \'(aterproofing
Brnlding J·:mTl(,pc □ Rcinf(irc1nL":
Special inspecti•m during ep( lXY anchor ( lf threaded rod at Hold Down locations, and butt om plate ,u1ehor bolt l(icati<lflS.
5 each I {D lucations 12" embedmcnt 6 each anchor bolt at bottom plate locations 5" emhe<lment.
Dnllc<l holes were properly deaned. Epoxy used was Simpson X.P 2 part epoxy.
l .nt number 1 ()(HJ0.10(J224 expiration date 11 _()7 -2024 bolts were .1/8" dia.
TI1ese epoxy locations were reference detail 2/ SD2 for ~fl) 1 / SD2 ,,\nchor bolt.
Epoxy of anchor~ complied with Simpson installation instructions.
4 hrs.
NOTED DISCREPANCIES -'The items noted below were nbserYed to be in non-conft1rma.ncc \\·irh the ,lppr()\ ed project documents and ,vill require
correction or the dnign cn.l,rirn:cr's review for apprm al:
:\01w
NOTICE: l: nkss othcru1sc ~tated. the work observed was, to the best of my knowledge, in compliance \\1th the app1T1Yed pITljecrdocumenrs. lr should be noted that the
work n:portcd as being nbsernxl, te~red, anrl (ipini(lfls expressed are solely for the benefit <Jfour client and rhar our presence and the sen·ice~ provicfrd dD n(Jt relieve the
contractor from its obligation to m<.'et contractual reuuiremen1s.
Rick Riewer SD 237 ICC 1 II(, 7771 "K~~
Im,pt:ctor/Tt:chnidan Mune Certifirntion # 1nspector77. ,x.Jimcian's "51gnature
Initial Distrib11tion: Jua.n.va.rgas (13jRBASD.c(1m
Reviewer Nmne G,•rtification # 'Renewer s "S1gm1tiire
Reviewed Distribution:
.198() Home ,\venue D San Diego. CA 92105 □ 619-550-1"7()0 □ 1.-AX 619-550-17(!1
Project Name:
Project Address:
Project Number:
Project Date:
ARCE
Architectural Engineering Services
Structural Engineering with an emphasis on Architecture
STRUCTURAL CALCULATIONS
l" Submittal
PROJECT INFORMATION
Kuhn Remodel
l 73 5 Kirk Place
Carlsbad, CA 92008
/
22.022.01
2/21/22
0~ .,
~0.59217 ~
EXP. 06/30/23 *
J'J:.,~
0
OF CAl' CBR2022-0616
1735 KIRK PL
CITY
KUHN NEW WIDER SLIDING DOOR
2072604400
2/25/2022
CBR2022-0616
Architectural Engineering Services 11336 Penanova Street
San Diego, CA 92129
858.215.1425
BSchlmmel@ARCEServices.com Structural Engineering Services
ARCE
Architectural Engineering Services
Structural En91neerin9 with an empha>•~ on Arch,tect!lle
Project Name:
Kuhn Remodel
TABLE OF CONTENTS
DESIGN CRITERIA
GRAVITY LOADS
SEISMIC LOADS
WIND LOADS
REDUNDANCY
LATERAL ANALYSIS
VERTICAL ANALYSIS
FOUNDATION ANALYSIS
RETAINING WALL ANALYSIS
NOTES AND SCHEDULES
SCOPE OF WORK
Date: 2/21 /22
Project#: 22.025.01
Page
2
3
4
8
10
Perform structural analysis for 3 new openings in the exterior of existing l story wood framed
residence with conventional framing and a slab on-grade foundation.
ARCE
Architectural Engineering Services
Structural Engineering with .tn empha,,s on Architectu1e
Project Name:
Kuhn Remodel
Date:
Project #:
2/21/22
22.025.01
GOVERNING CODES
2019 CBC/ ASCE 7-16
CONCRETE:
MASONRY:
STEEL:
WOOD:
CBC CHAPTER I 9
ACI 318-14, ACI 530-14
CBC CHAPTER 21
TMS 402-16, TMS 602-16
CBC CHAPTER 2 2
AISC 360-16, AISC 341-16, AISC 358-16
AISI 5100-16
CBC CHAPTER 23
NDS-2018
SDPWS-1 S
DESIGN CRITERIA
CONCRETE:
MASONRY:
MORTAR:
GROUT:
REINFORCING STEEL:
STRUCTURAL STEEL:
STRUCTURAL BOLTS:
WELDING:
SAWN LUMBER:
MANUFACTURED LUMBER:
GLUED LAMINATED TIMBERS:
EPOXY:
SOIL:
f'c = 2500psi, NO SPECIAL INSPECTION REQUIRED (UON)
f'm = I SOOpsi, NORMAL WEIGHT, ASTM C90
SPECIAL INSPECTION REQUIRED
f'c = 1800psi, TYPES, ASTM C270
f'c = 2500psi, TYPE M, ASTM C270
f'c = 2000psi, ASTM C476
#3 AND SMALLER, GRADE 40, ASTM A61 S
#4 AND LARGER, GRADE 60, ASTM A61 S
ALL BARS TO BE WELDED, GRADE 60, ASTM A706
W SHAPES: Fy = SOksi, ASTM A992
HSS SHAPES: GRADE B, Fy = 46ksi, ASTM ASOO
STEEL PIPES: GRADE B, Fy = 35ksi, ASTM AS3
ALL OTHERS: Fy = 36ksi, ASTM A36
ANCHOR BOLTS & THRD'D RODS: ASTM Fl S S4, GRADE 36
EPOXIED THRD'D RODS INTO CONCRETE: ASTM Fl SS4, GRADE 36
BOLTS: ASTM A307, GRADE A
HIGH STRENGTH BOLTS: ASTM A325, SPECIAL INSPECTION REQ'D
WELDING SHALL CONFORM TO AWS DI. I
ALL WELDS TO BE E70 SERIES.
SHOP WELDING TO BE DONE IN AN APPROVED FABRICATOR'S SHOP.
FIELD WELDING TO HAVE CONTINUOUS SPECIAL INSPECTION.
DOUGLAS FIR-LARCH
'iLEVEL' OR AN ENGINEER APPROVED EQUAL.
FABRICATED IN ACCORDANCE WITH AITC Al 90.1
DOUGLAS FIR INDUSTRIAL GRADE WOOD AND EXTERIOR GLUE.
24DF-V8 (UON)
IN CONCRETE: 'SIMPSON STRONG-TIE SET-XP' EPOXY (ESR #2508).
IN MASONRY: 'SIMPSON STRONG-TIE SET' EPOXY (ESR #1772).
SPECIAL INSPECTION REQUIRED
EXISTING SOIL PER CBC TABLE 1806.2 (UON)
ALLOWABLE BEARING PRESSURE:
ACTIVE SOIL PRESSURE
AT-REST SOIL PRESSURE:
PASSIVE SOIL PRESSURE:
COEFFICIENT OF FRICTION
SOIL DENSITY
SOILS REPORT COMPANY:
SOILS REPORT NUMBER:
SOILS REPORT DATE:
Page 2
-1.iQQ_ psf
_3_5_pcf
_S_O_pcf
~ pcf
___Q2_L
120 pcf
ARCE
Architectural Engineering Services
Structural Engineering with an empha.s1s on Architecture
Project Name: Date:
Kuhn Remodel Project#:
.....__G_R_A_V_IT_Y_LO_A_D_S __ I .__I __ M_A_IN_H_O_US_E _ ___J
ROOF I
4 :12
Dead Loads (nsfl Sloned Roof
_______ Roofing Material _______ Concrete Tile __ 1 0.00 _
__________ Sheathin9 ____________ 5/8" Plywd. ____ 2.00 _
___________ Framing __________ Convent. Framed __ 3.00 _
_______ Ceilin_g Material _______ 5/8" Gyp. Board __ 2.50 _
Insulation
Other (Elec., Mech.,)
Miscellaneous
1 ota1 uead Load
Live Load (fisf)
Total Load psf)
Dead Loads (nsfl
_______ Floorin9_Material _____ _
__________ Sheathin9 _______ _
___________ Framing _________ _
_______ Ceilinsi. Material ______ _
Insulation
________ Cone. Tof?ping ·-----
Other (Elec., Mech.,)
Miscellaneous
l otal Dead Load
Total Load ps)
Dead Loads <nsfl
_______ Floorin9_ Material _____ _
__________ Sheathin9 _______ _
___________ Framing _________ _
_______ Ce iii nsi. Material ______ _
Insulation
________ Cone. Tof?pJnQ ·-----
Other (Elec., Mech.,)
Miscellaneous
l otal Dead Load
WALL
Exterior Finish
Interior Finish
Other
0
LU
20 40
Exterior Wall
2x6 s
Stucco
5/8" Gyp. Board
3 8" Pl d.
:12
Page 3
Interior Wall
x4 s 1.00
5/8" Gyp. Board --no--
5 I 8
3
"
8
qypp
1
. Boda. rd --2~50----no--
2/21/22
22.025.01
ARCE
Architectural Engineering Services
Structural Engineering with an empha.s1s on Architecture
Project Name:
Kuhn Remodel
Date:
Project #:
2/21 /22
22.025.01
__ S_E_IS_M_I_C_L_O_A_D_S_ ..... I .__I __ M_A_IN_H_O_US_E _ __,
LEVEL !..__R_O_O_F .....
Sos= 0.82
Dead Load (psf)
---------SIOJ}ed Root ---------------2 0 ------
--------Exterior Wall--------------1 6 ------
---------Interior Wall _______________ 8 ______ _
Total
Story Load (kips)
Total Story Area (sqft)
Diapragm Load (psf)
LEVEL! ... __ _
Total
Story Load (kips)
Total Story Area (sqft)
Oiapragm Load (psf)
LEVEL._! __ _
8.4
-2800
2.10
Dead Load (psf)
0.00
Dead Load (psf)
Area (sqft)
2800 ----------------
2800
Length (ft) Plate Heiaht (ft)
------230 _____ _
------80 -------
8.00
8.00 ----------------
Weight (lbs)
____________ 56000 -----------
----------147 20 ___________ _
------------2560 ------------------------------------------
73280
••• SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD***
••• ALLOWABLE STRESS DESIGN***
Area (sqft) Lenath (ft) Plate Heiaht (ft) Weiaht (lbs)
••• SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD***
••• ALLOWABLE STRESS DESIGN***
Area (sqft) Length (ft) Plate Heiaht (ft) Weiaht (lbs)
--------------------------------------------------------------................................ ----------------------------------------------
Total
Story Load (kips)
Total Story Area (sqft)
Oiapragm Load (psf) 0.00
••• SEE SEIMIC LOAD DISTRIBUTION SHEET FOR NON-FACTORED STORY LOAD***
••• ALLOWABLE STRESS DESIGN***
Page 4
ARCE
Architectural Engineering Services
Structural Engineering with an emphasis on Architecture
11336 Penanova Street
San Diego, CA 92129
858.215.1425
bschimmel@arceservices.com
ASCE 7-16 Seismic Base Shear
Project Title: Kuhn Remodel
Engineer:
Project ID: 22.025.01
Project Descr:
LIC#: KW-06016.195. Build:20.22.2.9 Architectural Engineering Services
DESCRIPTION: Seismic Base Shear Analysis
Specific Description:
Risk Category
Project File: 22.025.01 .ec6
(c) ENERCALC INC 1983-2022
Calculations per ASCE 7-16
Risk Category of Building or Other Structure : "II": All Buildings and other structures except those listed as Category ,SCE 7•16, Page 4, Table 1-5-1
I, Ill, and IV
Seismic Importance Factor 1 ASCE 7-16, Page 5. Table 1.5-2
USER DEFINED Ground Motion ASCE 7-16 11.4.2
Max. Ground Motions, 5% Damping
S s 1.023 g, 0.2 sec response
S 1 0.3710 g, 1.0 sec response
For the closest datapoint grid location ...
Latitude 0.000 deg North
Longitude = 0.000 deg West
Conforms to ASCE 7 Section 12.8.1.3: Regular structure with period of 0.5 s or less, SOS limited to max of 0. ?"SOS or 1.0 for calculation c
Site Class, Site Coeff. and Design Category
Classification: "D" : Shear Wave Velocity 600 to 1,200 ft/sec
Site Coefficients Fa & Fv
(using straight-line interpolation from table va/i
Fa
Fv
Maximum Considered Earthquake Accelerati
Design Spectral Acceleration
Seismic Design Category
Resisting System
Basic Seismic Force Resisting System .
SMS =Fa• Ss
SM1 = Fv • S1
sos= sMs. 2/3
SD1=SM1 *2/3
Bearing Wall Systems
=
=
=
=
=
D (Based on Testing) ASCE 7-16 Table 20.3-1
1.09 ASCE 7-16 Table 11.4-1 & 11.4-2
1.93
1.116 ASCE 7-16 Eq. 11.4-1
0.716 ASCE7-16Eq.11.4-2
0.744 ASCE 7-16 Eq. 11.4-3
0.477 ASCE 7-16 Eq. 11 .4-4
D \SCE 7-16 Table 11.6-1 & -2
ASCE 7-16 Table 12.2-1
15.Light-frame (wood) walls sheathed w/wood structural panels rated for shear resistance.
Response Modification Coefficient " F
System Overstrength Factor "Wo"
Deflection Amplification Factor " Cd "
6.50 Building height Limits :
2.50
4.00
NOTE! See ASCE 7-16 fora/I applicable footno
Lateral Force Procedure
Equivalent Lateral Force Procedure
Category "A & B" Limit:
Category "C" Limit:
Category "D" Limit:
Category "E" Limit:
Category "F" Limit:
No Limit
No Limit
Limit = 65
Limit = 65
Limit = 65
ASCE 7-16 Section 12.8.2
The "Eguivalent Lateral Force Procedure" is being used according to the provisions of ASCE 7-16 12.8
Determine Building Period
Structure Type for Building Period CalculaAII Other Structural Systems
"Ct " value 0.020 "hn" : Height from base to highest level
,. x II value 0.75
"Ta" Approximate fundemental period using Eq. 12.8-7 : Ta = Ct• (hn • x) =
'TL": Long-period transition period per ASCE 7-16 Maps 22-14 -> 22-17
25.0 ft
0.224 sec
8.000 sec
Use ASCE 12.8-7
Building Period "Ta" Calculated from Approximate Method sele= 0.224
Page 5
ARCE 11336 Penanova Street Project Title: Kuhn Remodel
Architectural Engineering Services
Structural Engineering with an emphas,s on Architecture
San Diego, CA 92129
858.215.1425
bschimmel@arceservices.com
ASCE 7-16 Seismic Base Shear
Engineer:
Project ID: 22.025.01
Project Descr:
LIC#: KW-06016195, Build:20.22.2.9 Architectural Engineering Services
DESCRIPTION: Seismic Base Shear Analysis
" Cs " Response Coefficient
Project File: 22.025.01 .ec6
(c) ENERCALC INC 1983-2022
ASCE 7-16 Section 12.8.1.1
Sos: Short Period Design Spectral Response
" R " : Response Modification Factor
0.744
6.50
From Eq. 12.8-2, Preliminary Cs = 0.1 14
= From Eq. 12.8-3 & 12.8-4 , Cs need not excee = 0.328
" I " : Seismic Importance Factor From Eq. 12.8-5 & 12.8-6, Cs not be less than =
User has selected ASCE 12.8.1.3 : Regular structure, Cs : Seismic Response Coefficient = =
Less than 5 Stories and with T «= 0.5 sec, SO Ss <= 1.5 for Cs calcul;;
0.033
0.1145
Seismic Base Shear
Cs= 0.1145 from 12.8.1.1 W ( see Sum Wi below )
Seismic Base Shear V = Cs • W =
ASCE 7-16 Section 12.8.1
73.28 k
8.39 k
Vertical Distribution of Seismic Forces ASCE 7-16 Section 12.8.3
"k" : hx exponent based on Ta= 1.00
Table of building Weights by Floor Level ...
Level# Wi :Weight
73.28
73.28 k
Hi : Height
8.00
SumWi • Hi
(Wi. HiAk)
586.24
586.24 k-ft
Cvx
1.0000
Fx=Cvx * V
8.39
Total Base Shear =
Sum Story Shear Sum Story Moment
Sum Wi =
8.39
8.39 k
Base Moment =
0.00
67.1 k-ft
Diaphragm Forces : Seismic Design Category "B" to "F" ASCE 7-1612.10.1.1
Level# Wi
73.28
Fi
8.39
Sum Fi
8.39
SumWi
73.28
Fpx: Calcd
8.39
Fpx: Min
10.90
Fpx : Max
21 .81
Wpx . . . . . . . . . . . . . . . . . . . . Weight at level of diaphragm and other structure elements attached to it.
Fi . . . . . . . . . . . . . . . . . . . . . . Design Lateral Force applied at the level.
Sum Fi . . . . . . . . . . . . . . . . . . Sum of "Lat. Force" of current level plus all levels above
MIN Req'd Force @ Level . . . 0.20 * Sos * I * Wpx
MAX Req'd Force @ Level . . 0.40 * SOS * I * Wpx
Fpx : Design Force@ Level . Wpx • SUM(x->n) Fi / SUM(x->n) wi, x = Current level, n = Top Level
Page 6
Fpx
10.90
Dsgn. Force
10.90
22.025.01 Kuhn Remodel
1735 Kirk Pl, Carlsbad, CA 92008, USA
Latitude, Longitude: 33.1549218, -117.3234279
q
Valley Middle
School Track (?'
V ~e, Ql? )e,'o~
~ ~
Go ;gle
Date
Design Code Reference Document
Risk Category
Site Class
Type Value
Ss 1.027
S1 0.374
SMs 1.233
SM1 null -See Section 11.4.8
Sos 0.822
So, null -See Section 11.4.8
Type Value
SDC null -See Section 11.4.8
F• 1.2
Fv null -See Section 11.4.8
PGA 0.451
FpGA 1.2
PGAM 0.541
TL 8
SsRT 1.027
SsUH 1.146
SsD 1.5
S1RT 0.374
S1UH 0.411
S1D 0.6
PGAd 0.515
CRs 0.897
CR1 0.908
Description
! skyline farm standq
2/21/2022, 8:01:11 AM
ASCE7-16
II
D -Default (See Section 11.4.3)
MCER ground motion. (for 0.2 second period)
MCER ground motion. (for 1.0s period)
Site-modified spectral acceleration value
Site-modified spectral acceleration value
Numeric seismic design value at 0.2 second SA
Numeric seismic design value at 1.0 second SA
Description
Seismic design category
Site amplification factor at 0.2 second
Site amplification 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 acceleration value. (0.2 second)
Probabilistic risk-targeted ground motion. (1.0 second)
Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
Factored deterministic acceleration value. (1.0 second)
Factored deterministic acceleration value. (Peak Ground Acceleration)
Mapped value of the risk coefficient at short periods
Mapped value of the risk coefficient at a period of 1 s
Page 7
OSHPD
ARCE
Architectural Engineering Services
Structural Eng,nnring with an emphasis on Arch,t'f!Cture
Project Name:
Kuhn Remodel
Date:
Project#:
2/21/22
22.025.01
LATERAL ANALYSIS I I ROOF p = 1.0
GRID LINE [A]
V, = 2.10 I SEISMIC AREA (sqft) (--WJ]-~J9!1L_,
Grid Line
I ADDITIONAL LOAD Load (lbs) -----Offset ______
I SEISMIC LOAD
F =[(V, •A,)/2+Load"*Offset"]•p (lbs)
WALL INPUT
·----------------Lerlgth (ft) ______________ _ _________________ Het~ht (ft) ______________ _
________________ Weig_tlt p sf) _____________ _
·-------------Tributary DL (glf) ___________ _ ___________ Partial Trib},'tary DL (elf) ________ _
Start Distance , End Distance
Concentraied DL (lbs)
CDL Moment Arm (ft)
WALL OUTPUT ASD __________ verturning Moment __ t-_ s ______ _
__________ Resistin_Jl Moment (ft-lbs) _______ _
Uplift (lbs)
U lift from Above lbs
TOTAL UPLIFT (lbs)
SHEARWALL LOAD (plf)
Left Right
psf GRID LINES I None None I WIND PROJECTION ____ E9!~~-~~JL_ ·--------------------------------Lenath (ft)
Seis. • Wind Seis. • Wind Seis . • Wind Seis. 1 Wind Seis. 1 Wi nd
-------~---------_______ .,: ________ _ ______ .: ________ _ ______ .: ________ -------.!--------
734 I WIND LOAD
P = (Ytl, *L1 + Wv *L,)/2+Load"*Offset" (lbs) 0
Shearwall I Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5
4.00
8.00 ------16 -------------------------------------------------------------------· ---------------------------------------------------------------------------------·
-------,----------------,---------------,---------------,---------------,--------· _______ .: ________________ .,: ________ -------.!---------------.!--------_______ .: ________ ,
Seis. i Wind Seis. i Wind Seis. i Wind Seis. i Wind Seis. i Wind
] I t I I I _ ______ ,. _________ -------◄---------------◄---------------◄---------------◄--------· ·-NI4+--------------+-------------+-------------+-------------+--------
-------◄----------------◄---------------◄---------------◄---------------◄--------· I I I f I
1344 I I I I I --------➔----------------➔---------------➔---------------➔---------------➔--------· 184 ; ; ; ; !
HOLDOWN TYPE PER PLAN ITJ □ □ □ □
SHEARWALL TYPE PER PLAN ~
GRID LINE[[]
V, = 2.10 I SEISMIC AREA (sqft) (-NJkl-~j9_t,_t __ ,
Grid Line
I ADDITIONAL LOAD Load (lbs)
----Offset
I SEISMIC LOAD
F =[(V, •A,)/2+Load"•Offset"]*p (lbs)
WALL INPUT
_________________ Lerlgth (ft) ______________ _
·----------------Hetght (ft) ______________ _ ________________ Weig)it ~sf) _____________ _
______________ Tributary DL (glf) ___________ _
__________ Partial Tributary DL (plf) ________ _
Start Distance l End Distance
Concentrated DL (lbs)
CDL Moment Arm (ft)
WALL OUTPUT IASDl
·-------Overturn in~ Moment (It-lbs) ______ _ __________ Resistin_Jl Moment (ft-lbs) _______ _
Uplift (lbs)
·----------Uplift from Above(lbsl ·-------
TOTAL UPLIFT (lbs)
SHEARWALL LOAD (plf)
Left Right
psf GRID LINES I None None
Force (lbs) !WIND PROJECTION Lenath (ft) ___ ----------------------------
Seis. I Wind Sei s. I Wind Seis. I Wind Seis. I Wind Seis. I Wi nd I I I I I
I I I I t _______ ., _________
-------◄--------
_______ ., ________ ~-------.1--------_______ ., ________
1154
Shearwall I
4 .UU
8.00
I WIND LOAD
P = (W,*L, + Wy'L,.)/2+Load"•Offset" (lbs) 0
Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5
-------16 -----------------------------------------------------------------------·
-------,----------------.,---------------,---------------.,---------------,--------· I I I I I _______ ,. ________________ ., _______________ ., _______________ ., _______________ ., ________ _
Seis. : Wind Seis. : Wi nd Seis. : Wind Seis. I Wind Seis. : Wind
9229 I I I I I -------~---------_______ ... _______________ ., _______________ ., ________ ·-------"'--------·
497 : : : : : _ 2183 _] ________________ ] ________ . _______ ] _______________ ] _______________ ] ________ _
I I I I I
2183 : : : l : -------,----------------,----------------,---------------,---------------,--------·
288 ! ! ! ! !
HOLDOWN TYPE PER PLAN ITJ □ □ □ □
SHEARWALL TYPE PER PLAN 0
Page 8
ARCE
Architectural Engineering Services
Structural Engineenr\g wtth an emphilSls on Architecture
Project Name:
Kuhn Remodel
Date:
Project#:
2/21/22
22.025.01
LATERAL ANALYSIS 11 ROOF p = 1.0
Left Right GRID LINE [I]
v, = 2.10 psf I SEISMIC AREA (sqft) h~J~kt-~J9!11 __ 1 GRID LINES None None
Grid Line I ADDITIONAL LOAD Load (lbs) -----Offset ______
SEISMIC LOAD
F =[(Vx *A,)/2+Load"*Offset"]*p (lbs)
WALL INPUT
_________________ Lef!gth (ttt _____________ _
_________________ Height (ft) ______________ _
________________ Weight (lbs) _____________ _
______________ Tributary DL (J'.}lf) ___________ _
__________ Partial TribJ,.tary DL (elf) ________ _
Start Distance , End Distance
Concentrated DL (lbs)
CDL Moment Arm (ft)
WALL OUTPUT (ASD)
________ uve rtu rn i n.9 Moment (tt·I os) ______ _
__________ Resistinjl Moment (ft·I bs) _______ _
_________________ Uplift (lbs) ______________ _
Uolift from Above (lbs)
WI ND PROJECTION ----~2!~~-rn?~L----------------------------------Len th (ft)
Seis. I Wind Seis. I Wind Seis. I Wind Seis. I Wind Seis. I Wind
-------.!----------------·--------_______ .: ________ ·-------.!---------------.!--------
1049 WIND LOAD
P = (W.*L, + W/L,)/2+Load"*Offset" (lbs) 0
Shearwall 1 Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5
4.00
8.00 -------16 ------------------------------------------------------------------------· ---------------------------------------------------------------------------------·
-------,----------------,----------------,---------------,---------------,--------· -------~---------_______ .: _______________ .: _______________ .: _______________ .: ________ _
Seis. i Wind Seis. i Wind Seis. i Wind Seis. i Wind Seis. i Wind
ts:S~U I I I I I ·-------◄----------------◄--------_______ .,. ________ -------◄---------------◄--------· 497 I I I I I ·-------➔----------------➔---------------➔---------------➔---------------➔--------· ] 973 I I I I I -------◄----------------◄---------------◄----------------◄---------------◄--------· I I I I I
TOTAL UPLIFT (lbs)
SHEARWALL LOAD (plf)
1973 I I I I I --------➔----------------➔---------------➔---------------➔---------------➔--------· 262 ; ; ; ! ;
HOLDOWN TYPE PER PLAN QJ □ □ □ □
SHEARWALL TYPE PER PLAN 0
GRID LINED
v. = 2.10 psf I SEISMIC AREA (sqft) f--~~!Lf-~19!11--1 GRID LINES
Left
None
Right
None
Grid Line
I ADDITIONAL LOAD Load (lbs)
Offset
SEISMIC LOAD
F =[(Vx *A,)/2+Load"*Offset"]*p (lbs)
WALL INPUT
_________________ Le~gth (tt( _____________ _
_________________ He~ht (ft) ______________ _
________________ Weight (lbs) _____________ _
______________ Tributary DL (~If) 'tf _______ _
__________ Partial Tributary DL (el _________ _
Start Distance i End Distance
·-----------Concentrated DL (lbs)
CDL Moment Arm (ft)
WALL OUTPUT IASDl
·--------Overturnin9.. Moment (ft-lbs) ______ _
__________ Resistinjl Moment (ft-lbs) _______ _
Uplift (lbs)
--Uolift from Above (lbs)
TOTAL UPLIFT (lbs)
SHEARWALL LOAD (plf)
WIND PROJECTION
Seis. I Wind Seis. I Wind I I
I I
Force (lbs)
Len th (ft)
Seis. I Wind I
I
Seis. I Wind Seis. I Wind I I
I I _______ ,. _________ _______ ,. ________ _______ ,. ________ _______ ,. ________ _______ ,. ________
0 WIND LOAD
P = (W.*L1 + W/L,)/2+Load"*Offset" (lbs) 0
Shearwall l Shearwall 2 Shearwall 3 Shearwall 4 Shearwall 5
-------~-----------------,----------------,---------------,----------------,--------· I I I I I _______ ,. ________________ ,. ________________ ,. _______________ ,. _______________ ,. ________ _
Seis. I Wind Seis. I Wind Seis. I Wind Seis. I Wind Seis. I Wind
t I I I I _______ .. ________________ ., _______________ ., _______________ ., _______________ ., ________ _
I I I I I I I I I I -------,----------------,---------------,---------------,---------------,--------· t I I I I _______ .. ________________ _. ________________ ., _______________ ,. _______________ ,. ________ _
I I I I I
I i I I I I I I I I -------,----------------,----------------,--------·-------,--------·-------,--------· I t I I I ! ! ! ! !
HOLDOWN TYPE PER PLAN □ □ □ □ □
SHEARWALL TYPE PER PLAN D
Page 9
ARCE 11336 Penanova Street Project Title: Kuhn Remodel
Architectural Engineering Services
Structural Engineering with an emphasis on Architecture
Multiple Simple Beam
UC#: KW-06016195, Build:20.22.2.9
Description : Roof Members
Wood Beam Design : (RH-1)
San Diego, CA 92129
858.215.1425
bschimmel@arceservices.com
Engineer:
Project ID: 22.025.01
Project Descr:
Architectural Engineering Services
Project File: 22.025.01 .ec6
(c) ENERCALC INC 1983-2022
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size: 3.5x9.5, Parallam PSL, Fully Braced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
iLevel Truss Joist Wood Grade : Parallam PSL 2.0E Wood Species :
Fb -Tension
Fb -Compr
2900 psi Fe -Pr11 2900 psi Fv 290 psi Ebend-xx 2000 ksi Density
2900 psi Fe -Perp 750 psi Ft 2025 psi Eminbend -xx 1016.535 ksi
Applied Loads
Unif Load: D = 0.020, Lr= 0.020 k/ft, Trib= 22.0 ft
Design Summary
Max fb/Fb Ratio
lb : Actual :
Fb : Allowable :
Load Comb:
Max fv/FvRatio =
fv : Actual : Fv : Allowable :
Load Comb:
0.837; 1
3,033.86 psi at
3,625.00 psi
+D+Lr
0,518:1
187 .78 psi at
362.50 psi
+D+Lr
Max Reactions
Left Support
Right Support
(k) Q L l.[
2.42 2.42 2.42 2.42
Wood Beam Design : (RH-1)
5.500 ft in Span # 1
0.000 ft in Span # 1
'1::1. E l:i
Max Deflections
Transient Downward
Ratio
3 .Sx9.5
11.0 ft
0.291 in
453
LC: Lr Only
Transient Upward 0.000in
Ratio 9999
LC:
Total Downward
Ratio
Total Upward
Ratio
LC:
45.07 pcf
0.583 in
226
+D+Lr
0.000 in
9999
LC:
Calculations per NOS 2018, IBC 2018, CBC 2019, ASCE 7-16
BEAM Size : 4x8, Sawn, Fully Braced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Douglas Fir-Larch Wood Grade : No.2 Wood Species :
Fb -Tension
Fb -Compr
900 psi Fe -Prll 1350 psi Fv 180 psi Ebend-xx
900 psi Fe -Perp 625 psi Ft 575 psi Eminbend -xx
Applied Loads
Unif Load: D = 0.0160 k/ft, Trib= 4.0 ft
Design Summary
Max fb/Fb Ratio =
lb : Actual :
Fb : Allowable :
Load Comb:
Max fv/FvRatio = fv : Actual :
Fv : Allowable :
Load Comb :
0.428_: 1
450.86 psi at 6.000 ft in Span # 1
1,053.00 psi
D Only
0.126: 1
20.43 psi at 11 .400 ft in Span # 1
162.00 psi
D Only
Q L l.[ '1::1. E Max Reactions (k}
Left Support
Right Support
0.38
0.38
Max Deflections
l:i Transient Downward 0.000in
Ratio 9999
LC:
Transient Upward 0.000 in
Ratio 0 <0
LC:
Page 1 0
1600 ksi
580 ksi
Density
Total Downward
Ratio
31 .21 pcf
0.169 in
853
LC: D Only
Total Upward 0.000 in
Ratio 9999
LC:
Building Permit Finaled
Revision Permit
Print Date: 02/23/2023
Job Address: 1735 KIRK PL, CARLSBAD, CA 92008-3621
Permit No:
Status:
(city of
Carlsbad
PREV2023-0003
Closed -Finaled
Permit Type: BLDG-Permit Revision Work Class: Residential Permit Revision
Parcel#: 2072604400 Track#:
Valuation: $0.00 Lot#:
Occupancy Group: Project#:
#of Dwelling Units: Plan#:
Bedrooms: Construction Type:
Bathrooms: Orig. Plan Check#:
Occupant Load: Plan Check#:
Code Edition:
Sprinkled:
Project Title:
Description: KUHN: REVISION SHEAR WALL TO WINDOW// NEW WIDER SLIDING DOOR
Applicant:
SONNY CONTRERAS
8572 SPECTRUM LN
SAN DIEGO, CA 92121-2652
(619) 212-0262
FEE
BUILDING PLAN CHECK FEE (manual)
Property Owner:
CO-OWNERS PAUL AND LAURA KUHN
1735 KIRK PL
CARLSBAD, CA 92008-3621
BUILDING PLAN REVIEW-MINOR PROJECTS (PLN)
Total Fees: $218.00 Total Payments To Date: $218.00
Building Division
Applied: 01/05/2023
Issued: 02/23/2023
Finaled Close Out: 02/23/2023
Final Inspection:
INSPECTOR:
Contractor:
RBACA ENTERPRISES INC
8572 SPECTRUM LN
SAN DIEGO, CA 92121-2652
(503) 972-2850
Balance Due:
AMOUNT
$120.00
$98.00
$0.00
Page 1 of 1
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 l B &,J..o 2) -0 , )<P Plan Revision Number ?40Z.'07al -0003
Project Address /J;,5 Ki P.Jl.. PL C'..At1L51l,W , lA '1)00'8
General Scope of Revision/Deferred Submittal: __________________ _
CONTACT INFORMATION:
Phone f,(<{ 8J)., "~ 7/ Fax,.__ _____ _
Address Z57l.. SfeC-Uvf"I._ L/ftJi:-
Email Address )ua"--V /f-c:f9c-!S' (ffe RJ3Asb •C.-!> I"\ J
Original plans prepared by an architect or engineer, revisions must be signed & stamped by that person.
1 • Elements revised: a Plans O Calculations O Soils O Energy O Other
2. 3.
Describe revisions in detail List page{s) where each
revision is shown
lharJ9;,J4 51-Lc...Y t..JA/1 ID o,._J/v· 2. f:c<:1-AaOU,Vi]) ~:l.5 I ;--5Dl-
c.:.l NJ) 9 u F . ._/
tt.c
.rv9
X,-\ ~ <'.r. .en'.> "<' V 1\) <-i,-V , ... ~ ~ ~, s'?> "-0-., CF :--)\-:::>' 'o'< .r. Q\
e,\' Q''-~0\\;
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 IXl No
7. Is this a complete set? D Yes &I £$'Signature ~~
lXJ No
Date l/s/13
1635 Faraday Avenue, Carlsbad, CA 92008 Ph: 442-339-2719 Fax: 760-602-8558 Email: building@carlsbadca.gov
www.carlsbadca.gov